Loading...
HomeMy WebLinkAboutSection II Tab 4 - Traffic StudyEvaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] NOTICE Completion of staff renew iracares perm application meets minimum requirements under Miami 21and/or the Ciryof Miami Code,ody Trtispemit application will need to beschetlukd fora public fearing in accordance Mil timelines set forth in Me Ciy of Miami Code. The apply ble decision -Making hoy rewMa the permit application at Ca pub& hearing are re da elthe recommendation or a final deCson. PZ-18-263 01/22/19 Traffic Impact Analysis for Submittal to the City of Miami Miami Produce Special Area Plan (SAP) Miami, Florida Kimley»>Horn © 2018 Kimley-Horn and Associates, Inc. Updated November 2018 August 2018 043157001 tvaivating uniicensea uynamicvur feature. UIICK nere nor aetalms. L.i"1:45:a1 [j Traffic Impact Analysis for Submittal to the City of Miami Miami Produce Special Area Plan (SAP) Miami, Florida Prepared for: Miami Produce Center, LLC Prepared by: Kim ley -Horn and Associates, Inc. Kimley>>> Horn 02018 Klmley-Horn and Associates, Inc. Updated November 201.E August 20113 043157001 4O O a NOTICE Completion of staff reviewir4cates permitapplication meets minnum requirements under Miami 21 and/or the City of Miami Code,ody. This permitappfieztbn will need to be scheduled bra Public fearing In accordance unlit timelines set forth In the City of Miami Code. The applicable peason-malting holy will renew the permit application at the public Mating and render either a recommendation or a final decision. PZ-18-263 01/22/19 RF N;/0* "`;cam/,/ 1,1 No. 62541 '• * II/1ei r � L STATE OF / f Ly oRi John McWilliams, P,E. Florida Registration Number 62541 Kimley,Horn and Associates, Inc. 600 North Pine Island Road Fort Lauderdale, FL 33324 CA # 00000696 SEW Q o Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Harn Tra EXECUTIVE SUMMARY Miami Produce Center, LLC is proposing a mixed -use redevelopment generally bou oa pUBLIC 'pact AVTICE Completion of stall review indicates per. appbcation meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance, . timelines set forth In the City of Miami Code. The applicable pecisbn-malting body MI renew to permit application at ae public hearing and render either a recommendation or a final decision. 22nd Street to the north, NW 215t Street to the South, SR 933/NW 12th Avenue to the east, 01/2 s3 -VIEW 13th Avenue to the west in Miami, Florida. The proposed redevelopment consists of 1,200 high- rise apartment units, a 227-room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office space. The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. Access to the proposed redevelopment is provided via one (1) full -access driveway along NW 13' Avenue between NW 215t Street and NW 215t Terrace and one (1) full -access driveway along NW 13th Avenue between NW 215t Terrace and NW 22nd Street. Furthermore, to improve mobility and circulation, the project is proposing to extend NW 215t Terrace from NW 13t" Avenue to SR 933/NW 12th Avenue via a one-way eastbound roadway. The project is also proposing to convert NW 22nd Street between NW 13t" Avenue and SR 933/NW 12th Avenue to a two-way roadway. A traffic impact analysis was conducted for the project consistent with the City of Miami requirements. Trip generation calculations for the proposed redevelopment were performed using the Institute of Transportation Engineers' (ITE's) Trip Generation Manual, 10th Edition. Transportation corridor segment capacity analyses and intersection capacity analyses were performed for existing conditions and for future conditions with and without project traffic. Results of the analyses demonstrate that the transportation corridors and intersections in the vicinity of the project site operate at adopted levels of service during both the A.M. and P.M. peak hours under all analysis conditions. The project is committing to providing a series of improvements including bicycle amenities such as a bicycle share station and short-term and long-term bicycle parking, carpool incentive programs, subsidized transit passes for employees, electric vehicle charging stations, designated scooter/motorcycle and carpool/vanpool parking spaces, and other policies that encourage transit usage. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - i November 2018 Q O r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Kimley»>Horn Tra TABLE OF CONTENTS INTRODUCTION 'pact ApaJyyy�s TICE Completion of stall review indicates per. appbcalon meets minnum requirements under Miami 21 and/or the City of Miami Code,ody. This permit application vnll need to be scheduled bra publicfeadng In accordance, . timelines set forth In the City of Miami Code. The applicable decison-malting body wi 11 renew the permit application at the public hearing and render either a recommendation or a Ural decision. FP-263 01/22/19 'Pt IEW DATA COLLECTION 3 CAPACITY ANALYSIS METHODOLOGY 6 Level of Service Standard 6 Transportation Corridor Level of Service Methodology 6 Intersection Level of Service Methodology 6 EXISTING CONDITIONS CAPACITY ANALYSIS mr - 8 Transportation Corridors 8 FUTURE BACKGROUND TRAFFIC CONDITIONS 17 Background Area Growth 17 PROJECT TRAFFIC 19 Existing and Proposed Land Uses 19 Project Access 19 Trip Generation 22 Multimodal Reduction 22 Internal Capture 22 Pass -by Capture 22 Net New Project Trips 23 Trip Distribution and Assignment 25 FUTURE TOTAL TRAFFIC 30 FUTURE CONDITIONS CAPACITY ANALYSIS 32 Future Background Traffic Conditions 32 Future Total Traffic Conditions 35 TRANSPORTATION CONTROL MEASURES PLAN 38 CONCLUSION 39 K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - ii November 2018 �� Q 0 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:IM 0 �apUBUC Kimley>>)Horn Tra LIST OF FIGURES Figure 1: Site Location Map a pact A i , y 's TICE Completion of staff renew Inckaes perm application meets minimum requirements under Miami aa ndlor the Ciry or Miami code,onym: pe lit application need to be sceddea fora public nearing in accordance Mil timelines sec forth in theciryof Miami Code. The applicable decision -making hotly. rewMa the permit application M the pubk heaIe and render elthaa recommendation orafinal dedsion. FPS-263 0 22/19 /EW Figure 2: Existing A.M. and P.M. Peak Hour Traffic Volumes Figure 3: Future Background A.M. and P.M. Peak Hour Traffic Volumes 18 Figure 4A: Miami Produce SAP Ingress Routes 20 Figure 4B: Miami Produce SAP Egress Routes 21 Figure 5: Peak Hour Net New Trip Distribution 26 Figure 6: Peak Hour Net New Trip Assignment 27 Figure 7: P.M. Peak Hour Pass -By Trip Distribution 28 Figure 8: P.M. Peak Hour Pass -by Trip Assignment 29 Figure 9: Future Total A.M. and P.M. Peak Hour Traffic Volumes 31 K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docz Page- iii November 2018 Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Kimley»>Horn Tra LIST OF TABLES Table 1: Transportation Corridor Level of Service Thresholds Table 2: Existing A.M. and P.M. Peak Hour Roadway Volumes 8 Table 3: Peak Hour Transit Conditions on SR 933/NW 12th Avenue North 10 Table 4: Peak Hour Transit Conditions on SR 933/NW 12th Avenue South 11 Table 5: Peak Hour Transit Conditions on NW 20th Street West 12 Table 6: Peak Hour Transit Conditions on NW 20th Street East 13 Table 7: Existing A.M. Peak Hour Transportation Corridor Segment Conditions 14 Table 8: Existing P.M. Peak Hour Transportation Corridor Segment Conditions 14 Table 9: Existing Peak Hour Intersection Conditions 16 Table 10: Proposed Net New Trip Generation 24 Table 11: Cardinal Trip Distribution 25 Table 12: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions 33 Table 13: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions 33 Table 14: Future Background Peak Hour Intersection Conditions 34 Table 15: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions 36 Table 16: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions 36 Table 17: Future Total Peak Hour Intersection Conditions 37 Q 'pact ApaJyyy�s TICE Completion of stall review indicates per. appbcation meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance, . timelines set forth In the City of Miami Cade. The applicable pecisbn-malting body render renew the permit application at the public hearing and render either a recommendation or a final decision. I-263 01/22/19 RFVI EW K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - iv November 2018 Q 0 Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. 0 0apUBUC Kimle101-lorn APPENDIX A: APPENDIX B: APPENDIX C: APPENDIX D: APPENDIX E: APPENDIX F: APPENDIX G: APPENDIX H: APPENDIX I: APPENDIX J: APPENDIX K: LIST OF APPENDICES Site Plan Methodology Correspondence Traffic Data Miami -Dade Transit Data Existing Conditions Analysis Growth Rate Calculations Trip Generation Cardinal Trip Distribution Volume Development Worksheets Future Background Conditions Analysis Future Total Conditions Analysis Tra pact A i , y 's TICE Completion or staff renew Inckares permit application meets minimum requirements under Miami at a ndlor the Ciry or Miami Code,MyTlvs permit application will need to be uAedded fora public rearing In accordance Mil timelines sec north in teciryof Miami Code. The applicable decision -Making hotly. rewMa the permit application M the pubk hearing and render elthea recommendation or a final dedsm. A' PZ-18-263 01/22/19 /EW K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page - v November 2018 Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Horn Tra INTRODUCTION Miami Produce Center, LLC is proposing a mixed -use redevelopment generally bou Completion of stall review indicates per. appbcation meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance, . timelines set forth In the City of Miami Code. The applicable pecisbn-malting body MI renew the permit application at the public hearing and render either a recommendation or a final decision. 22nd Street to the north, NW 215t Street to the South, SR 933/NW 12th Avenue to the east, 13th Avenue to the west in Miami, Florida. The proposed redevelopment consists of 1,200 high- rise apartment units, a 227-room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office space. The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. A location map is provided as Figure 1. A conceptual site plan is included in Appendix A. Kimley-Horn and Associates, Inc. has completed this traffic impact analysis for submittal to the City of Miami. The purpose of the study is to assess the project's impact on the surrounding transportation network and determine if adequate capacity is available to support future demand. This report is being submitted in accordance with the requirements of the Special Area Plan (SAP) application. The study's methodology is consistent with the requirements outlined by the City of Miami for traffic impact analyses. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. All methodology correspondence is included in Appendix B. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - 1 November 2018 Evaluatin. unlicensed D namicPDF feature. Click here for details. 31:45:d17 ' rir NW 20th Street V; *an •-11 z \ . L1 r-■ r mot I\11 1 IICy II/ I IVI I I © 2018 o%e 1e renew inMates l�nnb apt a C! gtareme!ts under Miami 21 and/or the CI mit amatcation will reed to be ached o gi cadance with timelines set forth In eapplicable • n-malting Pf avon at 4 Figure 1 Location Map Miami Produce SAP Miami, Florida Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Horn Tra DATA COLLECTION A.M. peak period (7:00 to 9:00 A.M.) and P.M. peak period (4:00 to 6:00 P.M.) turning counts were collected on June 5, 2018 (Tuesday) at the following intersections: • NW 28th Street and SR 933/NW 12th Avenue • NW 22nd Street and NW 13th Avenue • NW 22nd Street and SR 933/NW 12th Avenue • NW 215t Terrace and NW 13th Avenue • NW 215t Terrace and SR 933/NW 12th Avenue • NW 21st Street and NW 13th Avenue • NW 215t Street and SR 933/NW 12th Avenue • NW 20th Street and NW 17th Avenue • NW 20th Street and NW 14th Avenue • NW 20th Street and NW 13th Avenue • NW 20th Street and SR 933/NW 12th Avenue • NW 20th Street and NW 10th Avenue • NW 16th Street and SR 933/NW 12th Avenue • NW 14th Street and SR 933/NW 12th Avenue oa pUBLIC ,ipact A NICE Completion of stall review indicates per. appbcation meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance, . timelines set forth In the City of Miami Cade. The applicable pecisbn-malting body render renew to permit application at ae public hearing and render either a recommendation or a final decision. R7eN22/19 RF -263 1EW Additionally, 24-hour continuous counts were collected on June 5th, 2018 (Tuesday) at the following roadway segments: • SR 933/NW 12th Avenue North (between NW 20th Street and NW 28th Street) • SR 933/NW 12th Avenue South (between NW 14th Street and NW 20th Street) • NW 20th Street between West (NW 17th Avenue and SR 933/NW 12th Avenue) • NW 20th Street East (between NW 12th Avenue and NW 10th Avenue) All volumes were collected in 15-minute intervals. All traffic counts were adjusted to peak season conditions. Please note that the appropriate Florida Department of Transportation (FDOT) peak season factor for the study corridors and study area intersections is 1.03. Signal timing information was obtained from Miami -Dade County Department of Transportation and Public K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - 3 November 2018 �v Q O r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 �apUBUC Kimley>>)Horn Tra Works — Signals and Signs Division for all study area signalized intersections. movement counts, 24-hour volume counts, FDOT peak season factor category repor timing data are included in Appendix C. • 1' pact A i , y .s TICE Completion of staff review IMkares perm application meets trtnnum requirevms under MianJ 21 a ndlor the City of Miami otl�oNuyA�lbnwillr Htobes in theCMa Nli 'Mmmelim set hotly. Mevie.v the Coda.The appmaaMe public n-malting batywrelthew ate permit a recommendation atthe pubrafwalingaMr. eXhsa raarrtterMation orafimlEeosbn. 18-263 01/22/19 IEW Figure 2 presents the existing turning movement volumes at the study intersections during the weekday A.M. and P.M. peak hours. K:\FTL_TPTO\043157001- Miami Produce\Report \Miami Produce SAP.docx Page - 4 November 2018 Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31-.1 t N NOT TO SCALE m CO i0 CO - 414 L 60 (92) 570 (1,022) r 74 (123) NW 21st Terrace NW 21st Street 0 0 N CO N N 414 L 28 (25) r 550 (948) r 201 (93) NW 13th Avenue (5) 15 (41) 48 (7) 40 . CO<0 vCO 414 !r9 (8) (6) (9) SITE J14 (60) 67 J (105) 125 (54) 71 (40) (7) (15) t. 47 (96) 82 (153) r 8 (7) • 66J1 31 y l 36 71 1 J1 1 (4) 37 ZI 1,006 (624) tite CO N N CO 0) 3- CO CO CO N N 32 (83) 22 (16) 10 (26) NW 12th Avenue tr CO N N n o co (124) 84J hte (553) 937 m m N (88) 85 Z 01 NY co oco o co NW 17th Avenue (43) 55 J (574) 834 - (92) 216 Kimsey>>)Horn ©2018 (4) 22J ite (11) 26 (23) 38 Z 00 o 3- CO N CO CO N L 55 (58) o N r 639 (992) J 14 r 25 (6) —0- (72) 46J htt (801) 941 (11) 19 % NW 13th Avenue "Co'0) m (23) 21 , NW 20th Street ,167) 624 •* tin 75 (141) • 494 (82:2) r 144 (146) OTICE Q e enyN�� 1�oEe ail d�MerMWla laM/�o{rb�ep¢�x.HukEfura wia r�InprVaiY��e pdpaippQlYd��eeGaarr t}/emy�,uttv"f meentrkea�loFa W ZINIT mva PZ-18-263 /.4" 01/22/19 � REVIEW CO NW 28th Street NW 22nd Street NW 21st Terrace (0� c o I = 47 (77) 0 N i- 448 (634) 4114 = 85 (34) NW 16th Street NW 14th Street (170) 139 .1 (547) 696 .4 (117) 169 •i m 0 N In o NI- 4 14 hte ro .37. CO o CO) 00 Mo L 78 (140) - 16 (47) r 31 (112) (64) 66 (13) 64 - (65) 77 Z 0 N CO 0) rnnw N CO CO m CO CO 3-03- 414 hte CO 0 0 0 rn 0 • 0 o CO 0) CO CO 00 IL 151 (163) • 353 (446) r 200 (340) (135) 127 J (157) 465 - (185) 192 . NW 12th Avenue (166) 123 J h t (556) 51 E1 m (125) 377 NW 10th Avenue 0) M 0) i0 N CO CO 3— Figure 2 Existing Traffic (2018) Miami Produce Miami, Florida j Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Horn Tr CAPACITY ANALYSIS METHODOLOGY Level of Service Standard Completion of stall review indicates per. appncanon meets minnum requirements under Miami 21 and/or the City of Miami Code,ody. This permit application vnll need to be scheduled bra publicfeadng In accordance, . timelines set forth In the City of Miami Cade. The applicable pecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Level of service (LOS) is the traffic performance measure generally used in traffic impact analyses. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). The City of Miami has adopted LOS E as its minimum level of service standard. However, as extraordinary transit service (Metrorail) operates within the vicinity of the redevelopment, the level of service standard is LOS E + 50%. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined applying the methodology outlined in the Miami Comprehensive Neighborhood Plan. This methodology considers the person -trip capacity (including transit) for transportation corridors rather than evaluating only the vehicular capacity of a roadway. Level of service analyses were performed to assess the capacity of the transportation corridors evaluated in this study based on a comparison between person -trip volume and person -trip capacity within the corridors. The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service within the corridors. Tables 1 summarizes the level of service thresholds for each study corridor for existing, future background, and future total conditions. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed from FDOT's Quality/Level of Service Handbook, 2018. Intersection Level of Service Methodology Level of service analyses were performed for study intersections using Trafficware's Synchro software, which applies methodologies outlined in the Transportation Research Board's (TRB's) Highway Capacity Manual (HCM), 2000/2010 Editions. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - 6 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimae »>Horn Table 1: Transportation Corridor Level of Service Thresholds Trafilisildyfeisis completionof staff review iMicates permitapphcacon meets mnImurn requirements under Miam 2landlor the City of Miaml Code. only. This permit application vMlneed to be scheduled bra publicheadnp In accordance Wth timelines setforth In the CiN of NW 12th Ave North (NW 20th St and NW 28th SOW NW 12th Ave South (NW 14th St and NW 20th St)(2) NW 20th St West (NW 17th Ave and NW 12th Aver ..,.r✓.. E'etleemammAgE , M 'ehPem°appticanonatthepu 2earingaMrenderei N ItS Ide °°. (NW 12th Av.9 l 04ge)(3) �RFVIEW kLOS Peak Hour Directional Volume Thresholds V/C Ratio Peak Hour Directional Volume Thresholds V/C Ratio Peak Hour Directional Volume Thresholds V/C Ratio Peak Hour Directional Volume Thresholds vs C° V/C Ratio A (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) C 470 0.26 880 0.32 423 0.26 423 0.26 D 1,390 0.76 2,190 0.79 1,251 0.76 1,251 0.76 E 1,840 1.00 2,780 1.00 1,656 1.00 1,656 1.00 F - >1.00I - >1.00 - l >1.00 - >1.00 Note: (1) Based on Minor (1 signal per quarter mile) roadway, two-lane directional divided with exclusive left -turn lanes. (2) Based on Minor (1 signal per quarter mile) roadway, three -lane directional divided with exclusive left -turn lanes. (3) Based on Minor (1 signal per quarter mile) roadway, (10 percent capacity reduction), two-lane directional divided with exclusive left -turn lanes. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docx Page -7 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>>)Horn EXISTING CONDITIONS CAPACITY ANALYSIS Transportation Corridors Tra mpact ANOTI C E minimum requirements under Miami 21andlor the Ciryof Miami Code,odyT is permit application will need to besd,edued fora public fearing In accordance Him timelines set forth in me Ciyof Miami Cade. The applicable decision -Making hotly. retiee/ the permit application M me put& hearing and render elthsa recommendation or a final dedsion. PZ-18-263 01/22/19 Vehicular roadway conditions and transit ridership were examined to determine current level of service for the transportation corridors examined in this study. Table 2 presents the unadjusted existing A.M. and P.M. peak hour directional traffic volumes, peak season conversion factors, and the existing peak season A.M. and P.M. peak hour directional traffic volumes for the study corridors. Corridor count data is included in Appendix C. Table 2: Existing A.M. and P.M. Peak Hour Roadway Volumes Roadway Segment Direction Raw Existing Volumes (veh/hr) Peak Season Factor Peak Season Volumes (veh/hr) From To A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour SR 933/NW 12th Avenue NW 20th Street NW 28th Street Northbound 686 1,304 1.03 707 1,343 Southbound 1,118 632 1.03 1,152 651 NW 14th Street NW 20th Street Northbound 739 1,165 1.03 761 1,200 Southbound 1,084 701 1.03 1,117 722 NW 20th Street NW 17th Avenue NW 12th Avenue Eastbound 1,098 748 1.03 1,131 770 Westbound 699 1,212 1.03 720 1,248 NW 12th Avenue NW 10th Avenue Eastbound 1,030 862 1.03 1,061 888 Westbound 637 1,059 1.03 656 1,091 Existing transit conditions were examined considering the ridership and capacity of the Miami - Dade Transit (MDT) bus service operating along the corridors. Four (4) Miami -Dade transit routes presently serve the study corridors during the A.M. and P.M. peak hours. In addition, the study area is served by the Metrorail heavy rail system. • Route 12 operates along NW 12th Avenue in the vicinity of the study area with 30-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page - 8 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] oa pUBLIC Kimley>>)Horn Tra o mpactANOTICE • Route 21 operates along NW 12th Avenue and NW 20th Street in the vicinity area with 30-minute headways in the northbound and southbound directions A.M. and P.M. peak hours. minnum requirements under Miam 21andlor the City of Miaml Code. only. This permit application will need to be scheduled bra public heating In accordance,.M timelines set forth In the City of 1118=ntitr decision -malting hotly will renew \, nret epublic hearing and renderei.,a recown or a final decision. ,gki,8222 93 RF 1EW • Route 32 operates along NW 12th Avenue and NW 20th Street in the vicinity of the study area with 30-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 95 operates along NW 12' Avenue in the vicinity of the study area in the northbound and southbound directions with 30-minute headways during the A.M. peak hour and 10-minute headways during the A.M. peak hour. • Route 113/Route M operates along NW 12th Avenue and NW 20th Street in the vicinity of the study area with 45-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Metrorail operates at the Sant Clara Station in the vicinity of the study area with an average headway of 5-minutes in the northbound and southbound directions during the A.M. and P.M. peak hours. Metrobus routes on the study corridors utilize buses with capacities of 59 passengers. The ridership capacities for the bus routes were calculated for the A.M. and P.M. peak hours using the appropriate headways and capacities. Metrobus route rnaps are included in Appendix D. Ridership data was obtained from Miami -Dade Transit for the identified transit routes. The data reflects typical ridership on the routes using the most recent ridership information available. Furthermore, the City of Miami Trolley, Allapattah, Stadium, and Health District routes operate along NW 12' Avenue and NW 20th Street in the vicinity of the study area. The routes serve the study area during the A.M. and P.M. peak hours. Ridership capacities were assumed to be 40 passengers (34 seats and 6 standing -room spaces). Tables 3 through 7 present the existing A.M. and P.M. peak hour ridership on the routes studied. The ridership data obtained from Miami - Dade Transit is included in Appendix D. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page - 9 November 2018 O r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>>)Horn o Up BBLCN ws Tra Q mpactANQTICE Table 3: Peak Hour Transit Conditions on SR 933/NW 12th Avenue North ..Ind cares pe m tapphcaaon meee Zm repuirements under Miam 21zndlor the City of Miami Code. oey. ,i pennitapne witniellneed tobeschetheedfora pubficMiar Madnq In accordance timelines sec bony In me City of the permit Code. The on applicable public hearing gd renderrenew the permitapphcanon at the public Fairing and rentle•eirMa Transit Route Information Direction of Travel Peak Hour Headways in minutes A.M. (P.M.) Vehicles per Hour A.M. (P.M') Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) t) litori 1 .9� 1 R. 1 V Ridership A.M. (P.M.) SR 933/NW 12th Avenue North between NW 20th Street and NW 28th Street 30 2 118 23 riders Northbound 59 (30) (2) (118) (30 riders) Route 12 30 2 118 49 riders Southbound 59 (30) (2) (118) (23 riders) 30 2 118 I 29 riders Northbound 59 (30) (2) (118) (21 riders) Route 21 30 2 128 41 riders Southbound 59 (30) (2) (118) (28 riders) 30 2 118 I 7 riders Northbound 59 Route 95 (10) (6) (354) (102 riders) 30 2 118 33 riders Southbound 59 (10) (6) (354) (6 riders) 5 12 6,048 1,040 riders Northbound 504 Metrorail (5) (12) (6,048) (1,120 riders) 5 12 6,048 992 riders Southbound 504 (5) (12) (6,048) (2,480 riders) 18 6,402 1,099 riders Northbound - - (22) (6,638) (1,273 riders) Total 18 6,402 1,115 riders Southbound - - (22) (6,638) (2,537 riders) K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page- 10 November 2018 n or ahraldeaslon. -263 2/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>>)Horn o Up MXX/f 4� A` `r 0 Q. Tra Q mpactANQTICE Table 4: Peak Hour Transit Conditions on SR 933/NW 12th Avenue South Transit Route Information Direction of Travel Peak Hour Headways in minutes A.M. (P.M.) Vehicles per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) '! . killlgul8_; '9 'or441/2z ' _RFVIE Ridership A.M. (P.M.) SR 933/NW 12th Avenue South Between NW 14th Street and NW 20th Street 30 2 118 1 23 riders Northbound 59 (30) (2) (118) (30 riders) Route 12 30 2 118 49 riders Southbound 59 (30) (2) (118) (23 riders) 30 2 118 49 riders Northbound 59 (30) (2) (118) (45 riders) Route 32 30 2 118 30 riders Southbound 59 (30) (2) (118) (30 riders) 30 2 118 I 7 riders Northbound 59 Route 95 (10) (6) (354) (124 riders) 30 2 118 33 riders Southbound 59 (10) (6) (354) (6 riders) 15 4 160 34 riders Northbound 40 Stadium (15) (4) (160) (42 riders) Trolleylll 15 4 160 48 riders Southbound 40 (15) (4) (160) (30 riders) 15 4 160 71 34 riders Northbound 40 Health District (15) (4) (160) (42 riders) Trolleylll 15 4 160 48 riders Southbound 40 (15) (4) (160) (30 riders) Eastbound/ 1 45 1 59 59 20 riders Route 113/ Northbound (45) (1) (59) (14 riders) Route M Westbound/ 45 1 59 27 riders Southbound (45) (1) 59 (59) (16 riders) 5 12 6,048 1 1,040 riders Northbound 504 Metrorail (5) (12) (6,048) j (1,120 riders) 5 7 12 6,048 I 992 riders Southbound I 504 (5) I (12) (6,048) (2,480 riders) 27 6,781 1 1,207 riders Northbound - - Total (31) (7,017) (1,417 riders) 27 6,781 1,227 riders Southbound - - (31) (7,017) (2,615 riders) Note: (1) Ridership estimated based on adjacent MDT routes. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page- 11 November 2018 minnurn requirements untler Miartv 2landlor the City of Miami Code,oriy. This permit application will need to be scheduled fora \public headnq In accordance with melines set forth In the City of Miami Code. The applicable tlec is on -making body,. review the permitappbcaton at the pubic Fearing and rentle•either a final deoslon. 93 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klrn e}I>>) Horn Tra a= Q mpactANOTICE * m requirements under 11=4sce NOrt Code only Ths permit application will need to be, public Mannq In acmrdarre viiM tlmelines set Ion Tab e 5: Peak Hour Transit Conditions on NW 20th Street West the permit application at the pubra Mang wd n theper itapheapptiat to tleclsiun.maNg and norafinal tlenvon. Peak Hour Vehicles Peak Hour `r.! WEr1 D IA. • nal1 —263 '2/19 Transit Route Direction Headways in minutes per Hour Capacity Per Vehicle Directional Person -Trip , ic'• R FV,EW C° Information of Travel Ridership A.M. A.M. (riders) Capacity A.M. (P.M.) (P.M.) A.M. (P.M.) (P.M.) NW 20th Street West between NW 17th Avenue and SR 933/NW 12th Avenue 30 2 118 I 49 riders Northbound 59 Route 32 (30) (2) (118) (45 riders) 30 2 118 30 riders Southbound 59 (30) (2) (118) (30 riders) 15 4 160 I 64 riders Allapattah Eastbound (15) (4) 40 (160) (61 riders) Trolleym 15 4 160 41 riders Westbound 40 (15) (4) (160) (41 riders) 6 278 I 113 riders Eastbound - - Total (6) (278) (106 riders) 6 278 71 riders Westbound - - (6) (278) (71 riders) Note: (1) Ridership estimated based on adjacent MDT routes. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page - 12 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>>)Horn Table 6: Peak Hour Transit Conditions on NW 20th Street East Transit Route Information Direction of Travel Peak Hour Headways in minutes A.M. (P.M.) Vehicles per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) ��'9t 1 ';22 D ' a4 A �`�, Ro , RFV7iw Ridership A.M. (P.M.) oraApal 3pn 93 CO NW 20th Street East between NW 12th Avenue and NW 10th Avenue Eastbound/ 30 2 118 41 riders Southbound (30) (2) 59 (118) (28 riders) Route 21 Westbound/ 30 2 118 29 riders Northbound (30) (2) 59 (118) (21 riders) Eastbound/ 30 2 118 30 riders Southbound (30) (2) 59 (118) (30 riders) Route 32 Westbound/ 30 2 59 118 49 riders Northbound (30) (2) (118) (45 riders) Eastbound/ 45 1 59 59 20 riders Route 113/ Northbound (45) (1) (59) (14 riders) Route M Westbound/ 45 1 59 27 riders Southbound (45) (1) 59 (59) (16 riders) 15 4 160 42 riders Eastbound 40 Allapattah (15) (4) (160) (32 riders) Trolleyili 15 4 160 46 riders Westbound 40 (15) (4) (160) (37 riders) Eastbound/ 15 4 40 160 42 riders Stadium Southbound (15) (4) (160) (32 riders) Trolleyw Westbound/ 15 4 160 46 riders Northbound (15) (4) 40 (160) (37 riders) 13 615 175 riders Eastbound - - (13) (615) (136 riders) Total 13 615 197 riders Westbound - - (13) (615) (156 riders) Note: (') Ridership estimated based on adjacent MDT routes. In order to determine person -trip level of service for the study area's transportation corridors, total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 2. Tables 7 and 8 present the existing transportation corridor level of service. As indicated in these tables, the transportation corridors have excess person -trip capacity during the A.M. and P.M. peak hours and operate at adopted levels of service. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page- 13 November 2018 o Up BBUCN ws a4- A` `r 0 a Tra Q mpactANQTICE minnurn requirements untler Miami 2landlor the City of Miami Code,ody. This permit application will need to be scheduled fora public headnq In accordance with timelines set forth In the City of Miami code. The applicable dec ision-coaling bady wi ll review tits permit application attnepubbcnearinq and rendereitlt.a/ Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>>)Horn Table 7: Existing A.M. Peak Hour Transportation Corridor Segment Conditions o Completion of stall retiew indicates permitapphcalon meets minnum requirements under Miam 2landlor the City of Miami Code. only. This permit application will need to be scheduled bra public heat, in accordance with timelines set forth In the City of ffic Impact Analysis Roadway Segment Direction Peak Season Factor 2018 A.M. Peak Season Volumes A.M. Peak Hour Transit Ridership A.M. Peak Hour Total Volume (V) Directional Peak Hour Capacity (Z) A.M. Peak Hour Transit Capacity A.M. P- OA Hour Tota ,9 Capacity (C) pmm nd fort prann k2 A �,ir @ , .,'A.M. 'Tell d pn. 444 "•�, our Level of �, Q Service co' From To Vehicles Person-Trips(1) Person -Trips Person -Trips Vehicles Person -Trips(') Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 1.03 707 990 1,099 2,089 1,840 2,576 6,402 8,978 6,889 0.233 C Southbound 1.03 1,152 1,613 1,115 2,728 1,840 2,576 6,402 8,978 6,250 0.304 C NW 14th St NW 20th Ave Northbound 1.03 761 1,065 1,207 2,272 2,780 3,892 6,781 10,673 8,401 0.213 C Southbound 1.03 1,1:L7 1,564 1,227 2,791 2,780 3,892 6,781 10,673 7,882 0.261 C NW 20th St NW 12th Ave NW 17th Ave Eastbound 1.03 1,131 1,583 113 1,696 I 1,656 2,318 278 2,596 900 0.653 D Westbound 1.03 720 1,008 71 1,079 1,656 2,318 278 2,596 1,517 0.416 C NW 10th Ave NW 12th Ave Eastbound 1.03 1,061 1,485 175 1,660 1,656 2,318 615 2,933 1,273 0.566 D Westbound 1.03 656 918 197 1,115 1,656 2,318 615 2,933 1,818 0.380 C Note: (1)Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. (2)Directional peak hour capacity derived from the 2018 FDOT Qual ity/LOS Handbook. Table 8: Existing P.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment Direction Peak Season Factor I 2018 A.M. Peak Season Volumes P.M. Peak Hour Transit Ridership P.M. Peak Hour Total Volume (V) Directional Peak Hour Capacity(2) P.M. Peak Hour Transit Capacity P.M. Peak Hour Total Capacity (C) P.M. Peak Hour Excess Capacity P.M. Peak Hour Level of Service From To Vehicles Person-Trips(i) Person -Trips Person -Trips Vehicles Person-Trips(1) Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 1.03 1,343 1,880 1,273 3,153 1,840 2,576 6,638 9,214 6,061 0.342 C Southbound 1.03 651 911 2,537 3,448 1,840 2,576 6,638 9,214 5,766 0.374 C NW 14th St NW 20th Ave Northbound 1.03 1,200 1,680 1,417 3,097 2,780 3,892 7,017 10,909 7,812 0.284 C Southbound 1.03 722 1,011 1 2,615 3,626 2,780 3,892 7,017 10,909 7,283 0.332 C NW 20th St NW 12th Ave NW 17th Ave Eastbound 1.03 770 1,078 106 1,184 1,656 2,318 278 2,596 1,412 0.456 D Westbound 1.03 1,248 1,747 71 1,818 1,656 2,318 278 2,596 778 0.700 D NW 10th Ave NW 12th Ave Eastbound 1.03 888 1,243 136 1,379 1,656 2,318 615 2,933 1,554 0.470 D Westbound 1.03 1091 1 1 527 156 1,683 I 1,656 2,318 615 2,933 1,250 0.574 D Note: (1)Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. (2)Directional peak hour capacity derived from the 2018 FDOT Quality/LOS Handbook. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page - 14 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 pUBUC ,,O 0 Kimley>>)Horn Tr A.M. and P.M. peak hour capacity analyses were also performed for existing con study intersections. Table 9 presents the results of the intersection analyses. All i are expected to operate at adopted level of service. a • Detailed information from the intersection capacity analysis is included in Appendix E. pactAi. y •s TICE corpemnorstaff review ir permit application mews minimum requiem uncle Miam.gand/orNe Cior a ®irn'a irtbla 17Irmelines sewc forth in the Ciymao a thrmCode. The applicdecision-Makinghotly. rewaw tlrepermit application tte put&hearing rendereXhe recommenMaton orafinal dedsion. P2DF8-263 01/22/19 Rf /EW K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docz Page - 15 November 2018 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 0apUBLIC 0 Kimley>>)Horn Tra Table 9: Existing Peak Hour Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (sec) NW 28th Street and SR 933/NW 12th Avenue E (D) 59.5 (40.5) NW 22nd Street and NW 13th Avenue A (A) 7.8 (7.4) NW 22nd Street and SR 933/NW 12th Avenues' B (B) 11.7 (11.4) NW 21st Terrace and NW 13th Avenue(2) A (A 9.9 (8.7) NW 21st Terrace and SR 933/NW 12th Avenue A (B) 9.2 (10.9) NW 215t Street and NW 13th Avenue A (A) 9.3 (8.9) NW 215t Street and SR 933/NW 12th Avenue B (A) 10.4 (9.3) NW 20th Street and NW 17th Avenue C (C) 32.0 (33.2) NW 20th Street and NW 14th Avenue C (C) 22.5 (32.6) NW 20th Street and NW 13th Avenue B (A) 18.1 (4.5) NW 20th Street and SR 933/NW 12th Avenue D (D) 43.5 (50.5) NW 20th Street and NW 10th Avenue C (D) 32.9 (51.2) NW 16th Street and SR 933/NW 12th Avenue C (B) 34.4 (19.1) NW 14th Street and SR 933/NW 12th Avenue C (D) 39.6 (51.8) Notes: (1) Intersection cannot be analyzed in HCM 2010. Therefore, HCM 2000 was used. (2) Overall intersection LOS not provided for stop -controlled intersections. The minor street with the greatest delay is indicated. pactAi. y •s TICE Completion or start review lmkares perm application meets minimum requirements under Miami 21andlor the Ciyor Miami Code.orYY Tres permit application will need to be scheduled Ma public rearing in accordance Mil timelines set forth in teciyof Miami Code. The applicable decision -making hoy rawer the permit application M the pubk hearing am ratl a eltha recommendation or a final derision. A' PZ-18-263 01/22/19 /EW K:\FTL_TPTO\043157001- Miami Produce \ Report \Miami Produce SAP.docz Page- 16 November 2018 v� Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Horn Tr FUTURE BACKGROUND TRAFFIC CONDITIONS Future background traffic conditions are defined as expected traffic conditions on th network in the year 2025 without project traffic. Future background traffic volumes use analysis are the sum of the existing traffic and additional amount of traffic generated by growth in the study area. Refer to Figure 3 for the year 2025 peak hour background traffic volumes during the weekday A.M. and P.M. peak hours. Completion of stall review indicates per. appncanon meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance, . timelines set forth In the City of Miami Cade. The applicable pecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. Background Area Growth '8Zv422I 93 Future traffic growth on the transportation network was determined based upon historic growth trends at nearby FDOT traffic count stations, and a comparison of the 2010 and 2040 traffic volume plots from the Florida Standard Urban Transportation Model Structure (FSUTMS) Southeast Florida Regional Planning Model (SERPM). FDOT count station no. 1146, located on SR 933/NW 12th Avenue north of NW 215t Street, was referenced for this analysis. The highest growth rate with the highest R-squared value calculated for the most recent ten (10) year period was 1.39 percent (1.39%). Based on the volume information obtained from the years 2010 and 2040 FSUTMS SERPM, an annual growth rate of 0.95 percent (0.95%) in the vicinity of the redevelopment was calculated. To provide a conservative analysis, a highest growth rate of 1.39 percent (1.39%) was applied exponentially to the existing traffic volumes for future (2025) background conditions. The worksheets used to analyze the historic growth trends along with the FSUTMS SERPM transportation model outputs are included in Appendix F. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - 17 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] ( f N NOT TO SCALE h CO N 0 CO CO CO O 10 0 M 4114 It. 66 (101) 628 (1,126) r 82 (136) NW 21st Terrace NW 21st Street O CO N N N 1 4 (137) 93 J (610) 1,033 y (97) 94 Z NW 17th Avenue hie rn (0M � nom N CO (47) 61 J (633) 919 — (101) 238 NW 14th Avenue NW 13th Avenue r N N 1 4 • (6) 17 J 1 t (45) 53 1 2 m (8) 44 Z �1-- Jl (4) 24 J (12) 29-+ (25) 42 II, I � a I v v O' L 20 - 10 r 10 1 e N I- N 0 h N (9) (7) (10) O 0. N... L 31 (28) N L 61 (64) Y.606 (1,04,,5) co. 704 (1,093) r 222 (103) J 1 4 r 28 (7) hte (79) 51J hie V0 h 0 M 0 )0 o °) (883) 1,037 -• (12) 21 , 0 � G. NCO CO CO NW 13th Avenue 0- co co 0 L 52 (106) 71. L 90 (169) 414 r9 (8) SITE NW 20th Street NW 16th Street NW 14th Street (66) 74 J (116) 138 — (60) 78 7 site N 0) N 0 0) 0- N O N N CO N 0 (0 N L 35 (91) 14 r 24 (18) (44) 73 41 (8) 34 yI (17) 40 'Si 0 CO CD c 0 I (25) 23 7. 0) O V 00) CO CO N a0- W 414 to N CO 0 o ; L 11 (29) Idn NW 21st Terrace N 0 CO NW 28th Street NW 22nd Street NW 12th Avenue 0 0 0 0 N L 83 (155) — 544 (906) r 159 (161) .end `ram PZ-18-263 A ' '9,t. 01/22/19 �' �RfV1EW CO• 0 f00 V o v L 52 (85) n n 494 (699) 4- 94 (37) E (187) 153 J e (603) 767 y rn g (i29) 186 7 v v 0 6 (71) 73 J (14) 71 y (72) 85 - 0 O CO CO CO 0) N M I- O)nv 414 (149) 140 J (173) 513 y (204) 212 L 86 (154) cc- 18 (52) r 34 (123) tite 0- 0) 0- 0 L 166 (180) ♦- 389 (492) r 220 (375) te V v 0 N CO <0 N V O CO 0 (183) 136 J (613) 571 -� (138) 416 71 NW 10th Avenue I' I* 0 CO 0 Is. a CO COCO CO CO CO Kimley>>>Horn ©2018 Figure 3 Future Background Traffic (2025) Miami Produce Miami, Florida / Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Horn Tr PROJECT TRAFFIC Project traffic is defined as the vehicle trips expected to be generated by the proje distribution and assignment of that traffic, over the study roadway network. Existing and Proposed Land Uses Completion of stall review indicates per. apptication meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance, . timelines set forth In the City of Miami Cade. The applicable pecisbn-malting body render renew the permit application at the public hearing and render either a recommendation or a final decision. The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. The proposed redevelopment consists of 1,200 high-rise apartment units, a 227- room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office space. Project Access Access to the proposed redevelopment is provided via one (1) full -access driveway along NW 13' Avenue between NW 215t Street and NW 215t Terrace and one (1) full -access driveway along NW 13th Avenue between NW 215t Terrace and NW 22nd Street. Furthermore, to improve mobility and circulation, the project is proposing to extend NW 215t Terrace from NW 13th Avenue to SR 933/NW 12th Avenue via a one-way eastbound roadway. The project is also proposing to convert NW 22nd Street between NW 13th Avenue and SR 933/NW 12th Avenue to a two-way roadway. Roadway circulation diagrams depicting the proposed circulation patterns into and out of the study area are provided in Figures 4A and 4B. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - 19 November 2018 Evaluatin. unlicensed D namicPDF feature. Click here for details. 31:45:d17 . ,1. N"+ r-, _ . { r 1 i imi ', -ilt� $ ,rY�r -y' .i��f k. w wh � B ref 11; elet 1 ett ■ .\\ L1,Nr et IVI1IICy'1/ 1 IVI I I © 2018 y This permit applaaionvntireMrobe scheduled fora public hearing in accordance with timelines set forth in Me ciy of Miami Code. Thea,•' -• clecltion-male .... wil reWev Figure 4A Vehicle Ingress Routes Miami Produce SAP Miami, Florida Evaluatin. unlicensed D namicPDF feature. Click here for details. 31:45:d17 RAit IOT TO SGLF ° r , . .1 �..:: { r A ��.. s r - mow:k. ' 1/; rv-i 1 rti. ■ .\\ L1 n r ra IVI 1 IICy r/I I IVI I I © 2018 IOyT C�mo pqAte umlu mi 1aMlo! (Miami is yTh'spermit application will need to be scheduled lord Mori 9f M1' IMC al/ Me t recommendation ora final decision. pierflt§MUteS 01/22/19 Figure 4B Vehicle Egress Routes Miami Produce SAP Miami, Florida Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Harn Tr Trip Generation Proposed vehicular trip generation for the project was calculated using rates and Completion of stall review indicates per. apptication meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance,. timelines set forth In the City of Miami Cade. The applicable pecisbn-malting body render renew the permit application at the public hearing and render either a recommendation or a final decision. PZ-18-263 't i O1kj22/19 contained in the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 10th Edi The trip generation for the proposed land uses was determined using ITE Land Use Codes (LUC) 222 (High Rise Apartment), 310 (Hotel), 540 (Junior/Community College), 710 (General Office Building), and 820 (Shopping Center). For the existing land use, ITE LUC 150 (Warehousing) was used. Project trips were estimated for the A.M. and P.iv1. peak hours. Multimodal Reduction A multimodal (public transit, bicycle, and pedestrian) factor based on US Census Means of Transportation to Work data was reviewed for the census tract in the vicinity of the redevelopment. The US Census data indicated that there is a 23.6 percent (23.6%) multimodal factor within the vicinity of the redevelopment. It is expected that some residents and guests will choose to walk or use public transit to and from the redevelopment. Miami -Dade Transit (MDT), Miami Trolley, and Metrorail provide multiple transit service routes in the vicinity of the site. Internal Capture A portion of the trips generated by the development will be captured internally on the site. Internal capture trips were determined based upon values contained in the ITE Trip Generation Handbook, June 2004. The expected internal capture rate is 11.0 percent (11.0%) during the A.M. peak hour and 19.0 percent (19.0%) during the P.M. peak hour. Pass -by Capture In addition to the internal capture, pass -by capture trips were also determined based on average rates provided in ITE's Trip Generation Handbook, 3rd Edition. The pass -by capture rate for the shopping center was 34.0 percent (34.0%) during the P.M. peak hour. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - 22 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 pUBUC 0 Kimley>>)Horn Tra Net New Project Trips ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; h City of Miami has determined that 1.4 persons per vehicle are more appropriate for the pactAi. y •s TICE Completion of staff review lrakates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code.onyT ispemit application will need to bescAedded fora public fearing In accordance Mil timelines set forth in de Ciyof Miami Code. The applicable decision -making hotly. rewMa the permit application M the pubk nearing and re der ek,ea recommendation or a final deCson. 49AsAs REVIEW PZ-18-263 tpt22/19 area. Therefore, vehicular trips were reduced by 16.0 percent (16.0%) to adjust for these vehicle occupancy assumptions. The project is expected to generate 830 net new vehicle trips (1,162 person -trips) during the A.M. peak hour and 953 net new vehicle trips (1,334 person -trips) during the P.M. peak hour. Table 10 summarizes the proposed trip generation for the redevelopment. Detailed trip generation calculations for the project are presented in Appendix G. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docz Page - 23 November 2018 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>>)Horn Table 10: Proposed Net New Trip Generation Tr a A.M. Peak Hour (P.M. Peak Hour) onmen Future Land Use Net New External Entering .'ram ; q PZ-1 (ITE Code) Scale Trips Trips T •c• RFV� Existing Development Warehousing 151,147 square feet 39 31 8 (41) (11) (31) Subtotal 39 (41) 31 (11) 8 (31) ITE/Miami vehicular occupancy adjustment 6 5 1 (16% reduction) (7) (2) (5) Existing Vehicle Trips 33 (34) 26 (9) 7 (25) Existing Vehicle Trips + Transit Trips 37 (39) 28 (10) 9 (29) Existing Person -Trips 52 39 13 (55) (14) (41) Proposed Redevelopment Multifamily Housing 1,200 dwelling units 260 63 197 (High -Rise) (244) (145) (99) Hotel 227 rooms 71 49 22 (94) (43) (51) Junior/Comrnunity 125 104 21 College 500 students (109) (61) (48) Shopping Center 74,800 square feet 111 (162) 68 (84) 43 (78) General Office Building 230,886 square feet 164 147 17 (177) (28) (149) Subtotal 731 (786) 431 (361) 300 (425) ITE/Miami vehicular occupancy adjustment 117 69 48 (16% reduction) (126) (59) (67) Proposed Vehicle Trips 614 362 252 (660) (302) (358) Proposed Vehicle Trips + Transit Trips 867 510 357 (992) (458) (534) Proposed Person -Trips 1,21.4 714 500 (1,389) (Ei41) (748) Net New Redevelopment Net New Vehicle Trips 830 (953) 482 (448) 348 (505) Person -Trips (1.4 persons per vehicle) 1,162 675 487 (1,334) (627) (707) K:\FTL_TPTJ\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 24 November 2018 pact A 5TICE Completion of stall review indicates per. appbcation meets minnum requirements under Miami 21 and/or the City of Miami Code. only. This permit application will need to be scheduled bra public hearing in accordance with timelines set forth In the Cry of h-alanq body de II renew public m public hearing and render either a or a final decision. -263 2/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Harn Tr Trip Distribution and Assignment The likely distribution of project traffic was forecast for the trips expected to be genera Completion of stall review indicates per. apptication meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance,. timelines set forth In the City of Miami Cade. The applicable pecisbn-malting body render renew the permit application at the public hearing and render either a recommendation or a final decision. proposed redevelopment. The trip distribution was based on an interpolated cardina PZ-18-263 tlQ'22/19 distribution for the project site's traffic analysis zones (TAZs) obtained from the Miami -Dade Transportation Planning Organization's (TPO) 2010 and 2040 Cost Feasible Plan travel demand model. The project is located within TAZ 494. The cardinal trip distribution for TAZ 494 is provided in Table 11. The detailed cardinal distribution is included in Appendix H. Figure 5 details the project's trip distribution for the weekday A.M. and P.M. peak hours. Figure 6 details the project's trip assignment for the weekday A.M. and P.M. peak hours. Table 11: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 14% East -Northeast 7% East -Southeast 8% South -Southeast 10% South -Southwest 16% West -Southwest 18% West -Northwest 12% North -Northwest 15% Total 100% Figures 5 through 8 show the project trip distribution, pass -by trip distribution, and assignment at the project driveways and adjacent intersections for the A.M. and P.M. peak hours. The project traffic was then distributed and assigned to the roadway network. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - 25 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 0 pUBUC Q NOTICE eon of staff re,ewlMkares permltapptiotlon meets rc NOT TO SCALE 18.0 % — NW 17th Avenue (18.0%) Kimley»>Horn © 2018 NW 21 st Terrace NW 21st Street NW 13th Avenue r 43.0% 0 ri J 1 0 ri 12.0%Z (23.0%) mil = 1 0 0 1 �i . �- l 1 1 I 0 • o IL (20.0%) I N M 1 4 ly :r (30.0%) 1 North Driveway •I 1 1 f+ 1 O I o I ^ N I I I I 1 I o c I I SITE tri N l I J 1 .� ; 9.0% J 1 t i. (10.0 %�) Z I 0 I :: 4 o 0 c 1 1 1 I 1 o I F. I I L (25.07o) 1 I ni 1 LI Ir (25.0%) I I I South Driveway 01 1 1 1f 1 0 0 I ; N I I I e I 0 1 0 I - I I I ib 4 NW 12th Avenue (10.0%) 10.0% - 0 0 rr m N �• (9.0%) J «� t4 9.0%J 9.0%mir 9.0% NW 14th Avenue NW 13th Avenue 1 (10.0%) L 27.0% NW 20th Street 1 NW 16th Street NW 14th Street (10.0%) (7.0%) (10.0%) • • NW 12th Avenue (10.0%) 10.0% - NW 28th Street NW 22nd Street NW 21 st Terrace q��y and/or NeCi8ofMama Code. DNj9�'trp'8�I�� neeG besdledJMfar Miami Le Y7.appli �leaecls{.M, w21reWM� �C'1'fl'OrI3ig,�'v1a Ln�� Ex L "IIifU t9 01122/19 7.0% 7.0% (7.0%) NW 10th Avenue R�EW CO09 Figure 5 Peak Hour Project Trip Distribution Miami Produce Miami, Florida / Evaluating unlicensed DynamicPDF feature. Click here for details. [31:4! oapUBLCN O4o �4 Q f N NOT TO SCALE 44 (60) NW 21st Ter .ce NW 21st Street (26) 30 J (52) 60 — (26) 30 •+ NW 17th Avenue NW 14th Avenue NW 13th Avenue r 145 (126) 14% r Irno m (35) 40 . 1 N o It 50 (72) •cr4 4 Ir 76 (107) North Driveway M v N CO 4 22 (30) (26) 30 J a m C C it O O LO SITE (77) 56 JI I t I v N N w CO It 63 (89) to m i4 South Driveway a m (26)4 30 J *Traffic volumes in and out of the project driveways are total project volumes, while traffic volumes at external intersections are net new trips accounting for the existing development. rum lacy "6,1 IUI 1 1 © 2018 NW 13th Avenue I 63 (90) t Co' L 91 (79) NW 20th Street NW 16th Street NW 14th Street 1 0 (33) 25 1,1 I � I � IW 12th Avenue co co (33) 25 24 (21) (33) 1 t (23) 17 *a M (33) 25 Z 74 (100) NOTICE Legend Orptetico of staff review irgkares permit application meets Azjugraeantler M'am 21andlorNeC'tyof Mlam' • kapp tatowillneed to be sdlMWed fora y,r MI. timelines set forth in !he City of �' TThh4 bletleasion-malting bodywIl renew ( ) P. �1�p T . pqeyornent orV! e'6. 9•-•is 01/22/19 �N, �REV1EW CO ' NW 28th Street NW 22nd Street NW 21st Terrace co co co (23) 17 •+ NW 10th Avenue 24 (21) Figure 6 Peak Hour Project Trip Assignment Miami Produce Miami, Florida Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] a 0 puBUC,1 0 r NOT TO SCALE NW 13th Avenue r 60.0% J 4 NW 21 st Terrace NW 21st Street NW 17th Avenue ii ■ m 1 AIL a •\\ 1_I . -..- I\11 1 11Cy //l 11(J 1 1 1 © 2018 NW 14th Avenue 1 e (30.0%) .1 I (10.0%) 71 l0 I I I 71 I 1 1 1 1 1 1 0 0 I I o . IL (40.0%) I 1 4 it (10.0r) North Driveway OT I I I I I I I I I I I I I o I I 0 1 I ova SITE 1 L/•1 I I I I (20.0%) m1-1 I I I I-o I I o I I o I I I I I I I I I I 0 I I o IL (10.0%) 1 I. Ir (40.0%) I South Driveway 0: 1 1 1 ig 1 1$ 1 I 1 1 e 1 1 O 1 1 v I I 1 1 1 1 1 1 1 �1 I 00 N N 20.0% mir -20.0% M NW 13th Avenue NW 12th Avenue t L 20.0% - -20.0% NW 20th Street NW 16th Street NW 14th Street NW 12th Avenue Lege • XX% (XX%) NW 28th Street NW 22nd Street NW 21 st Terrace NW 10th Avenue NOTICE Corepation or staff review inaicares remit application meats Bpi Pcanoa,MRneed/ores,ed edumi pgKar wiu, aroa•:aaaumn,a edcaiwi M timHing set kMibiin (he Ciry of le tlecisio lung boEywil retiew ' 4i fire PaO CAI ution/ 01/22/19 4' EW ktQ\" Figure 7 P.M. Peak Hour Pass -By Trip Distribution Miami Produce Miami, Florida / Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] NOT TO SCALE NW 17th Avenue NW 21 st Terrace i NW 21 st Street Kimle >>>Horn ©2018 NW 14th Avenue NW 13th Avenue r 26 .11 11 11 4 ZI I I I 1 I 1 I I I 1 I 1 a N IIL15 4 b Ir4 North Driveway V V I SITE h t IL4 4 1 r 16 South Driveway 0� ll+ m I 1 1 r,t 8 NW 12th Avenue 4- -1 00 ro �.► Ily 9 .p -9 -4 NW 13th Avenue 1 L9 �9 NW 20th Street NW 16th Street NW 14th Street NW 12th Avenue Lege NW 28th Street NW 22nd Street NW 21 st Terrace NW 10th Avenue NOTICE Canpletlon of staff review 0Mkates permit application meets ntler Miam 21 a nalor Ne Ciy of Maml apgicmbnvnllneedtobe hedJetlfora @fit f{e memmmyof 1n umi00 'file decision-eiinesmaltinsetgb0EYforwutheCireNev rtp_i;sgtlment 01 /22/19 Figure 8 P.M. Peak Hour Pass -By Trip Assignment Miami Produce Miami, Florida / Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>>)Horn Tra FUTURE TOTAL TRAFFIC Future total traffic conditions are defined as the expected traffic conditions in the year pactAi. y •s Completion of staff review Inc kates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code.gnlYRvs Pamir application will needwtie uAedded fora public nearing in accordance Mil timelines set forth in Me Ciy of Miami Code. The applicable decision -malting hotly. review the permit application M Me pub& nearing and render elthaa recommendation or a final dedsfon. PZ-18-263 wiPPY22/19 project traffic. Total traffic volumes considered in the analysis for this project are the sum o year 2025 background traffic volumes and the expected project traffic volumes. The peak hour traffic volumes for the A.M. and P.M peak hours are shown in Figure 9. Volume development worksheets for the study intersections are included in Appendix I. Future total conditions include the proposed extension of NW 21st Terrace from NW 13th Avenue to SR 933/NW 12th Avenue and the conversion of NW 22nd Street between NW 13th Avenue and SR 933/NW 12th Avenue to a two-way roadway. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docz Page - 30 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] NOT TO SCALE 16 66 (101) 672 (1,185) r 82 (136) NW 21st Terrace NW 21st Street iD 06 0 o 1L 31 (28) n N CO - 628 (1,074) J 4 I. r 222 (103) W .-. N N Jib (6) 17 J (45) 53 — (43) 84 7 r 171 (152) 52 (106) ~ 90 (169) r 9 (8) (66) 74 J (116) 138 - (60) 78 Z O 0 • O CO N O N CD 03 N 0 J 4 4 O -. iL 66 (87) O M b ir80 (111) North Driveway (28) 64 J (7) 15 Z o o v v ib South Driveway CO 0) O C00 CO CO Jib SITE L 35 (91) ✓ 24 (18) (132) 141 J 1tr (8) 34 (21) 44 1 • m N I17 I I t 67 93) I~ Ir 79 (106) s tl COo 1 (45) 74 Z i t e • N I" ♦ 1,134 (724) (137) 93 J (662) 1,093 " (97) 94 Z NW 17th Avenu (73) 91 J (659) 949 - (101) 238 Z Kimley>>» Horn NW 1 tr' rn o , 0 v 40 0 000 CO CO O (4) 24 J (12) 29 - (25) 42 00) N v r CO site ✓ N CO N N N 0 N • 0) N 15 161 (152) 4" 695 (1,084) J l b r 28 (7) (114) 90 (874) 1,028 — (12) 21 - (58) 48 NW 20th Street NW 12th Avenue '< 83 (155) 568 (927) r 159 (161) NW 28th Street NW 22nd Street NW 21st Terrace Jib f• v v v of 'Co' NW 16th Street NW 14th Street (220) 178 J (625) 784 " (162) 211 Z .-.N O CO 0 CO I,u) 0 CD cp 41 1 b (71) 73 1 (14) 71 — (72) 85 - CO) O CO CO 0)n 0- • N ‘-m‘- Job tr' CO h. v CO CO CD v M n n 0) N.. et. 86 (154) 18 (52) r 34 (123) (149) 140 J (173) 513 - (204) 212 Z L 166 (180) 389 (492) r 220 (375) htf' v v o N 0) O rn g CO (183) '136 J (635) 588 — (138) 416 Z NW 10th Avenue a,gend NOTICE mz oadwaya �qyy vra 2la /orr Ciryoi Miami ,oHy 78i6� �sctkdule]bra rM F city o) PZ-18-263 A 1 01/22/19 Q�� L 52 (85) A. 518 (720) r 94 (37) hte CO o 0) n 0) CO CO CO CO CO CO Figure 9 Future Total Peak Hour Traffic Volumes (2025) Miami Produce © 2018 Miami, Florida NW 12th Ave Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>>)Horn Tra FUTURE CONDITIONS CAPACITY ANALYSIS Two (2) separate future conditions peak hour capacity analyses were performed: • A transportation corridor (person -trips) capacity analysis • Intersection capacity analysis Future Background Traffic Conditions pactAi. y •s TICE Completion or start review Inckares perm application meets minimum requirements under Miami 2t a ndlor the Cie or Miami Code,My Tres permit application will needw be uAedded fora public rearing In accordance Mil timelines set forth in the ciyof Miami Code. The applicable decision -making hotly. rewMa the permit application M t e pubk hearing and render elthaa recommendation orafinal depl9an. PZ-18-263 01/22/19 REVIEW Tables 12 and 13 present the results of the transportation corridor capacity analysis for the 2025 A.M. and P.M. peak hour background traffic conditions. As indicated in the tables, the corridors have sufficient capacity are expected to operate at adopted levels of service during the A.M. and P.M. peak hours. Table 14 presents the results of the future background intersection capacity analysis. All intersections are expected to operate at adopted level of service. Detailed Synchro outputs are included in Appendix J. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docz Page - 32 November 2018 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley*Horn Table 12: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions o Completion of stall retiew indicates permitapphcalon meets minnum requirements under Miam 2landlor the City of Miami Code. only. This permit application will need to be scheduled bra public headnq in accordance with timelines set forth In the City of Miami Cade. The apgicable decision-maluna Iwdvwiu review ffic Impact Analysis Roadway Segment Direction 2018 A.M. Peak Season Volumes Growth Rate 2025 A.M. Peak Season Volumes A.M. Peak Hour Transit Ridershi P 2025 Background A.M. Peak Hour Total Volume (V) Directional Peak Hour Capacity IZI A.M. Peak Hour Transit CapacityTotal J ies�iiL A.M.' J, +ou TA, ' (C) f -nCVIEW commmdatd.malt,..Jiei ionlon orafinal aedsion. ZMn1q/92 cqellur FxL25C� P cit " C- Liea 4V A.'l . k Hour Level N,f of Service Q From To Vehicles Person-Tripsll) Vehicles Person-Tripsll) Person -Trips Person -Trips Vehicles Person-Tripsll) Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 707 990 1.39% 790 l 1,105 l 1,099 2,253 1,840 2,576 6,402 8,978 6,725 0.251 C Southbound 1,152 1,613 1.39% 1,287 1,801 1,115 2,964 1,840 2,576 6,402 8,978 6,014 0.330 C NW 14th St NW 20th Ave Northbound 761 1,065 1.39% 850 1,190 1,207 2,411 2,780 3,892 6,781 10,673 8,262 0.226 C Southbound 1,117 1,564 1.39% 1,247 1,746 1,227 2,987 2;780 3,892 6,781 10,673 7,686 0.280 C NW 20th St NW 12th Ave NW 17th Ave Eastbound 1,131 1,583 I 1.39% I 1,263 1,768 113 1,895 j 1,556 2,318 278 2,596 701 0.730 D Westbound 720 1,008 1.39% 804 1,126 71 1,211 t 1,656 2,318 278 2,596 1,385 0.466 D NW 10th Ave NW 12th Ave 1 Eastbound 1,061 1,485 1.39% 1,185 1,659 175 1,869 1,656 2,318 615 2,933 1,064 0.637 D Westbound 656 918 1.39% 733 1,026 197 1,258 1,656 2,318 615 2,933 1,675 0.429 C Note: 11Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. (2)Directional peak hour capacity derived from the 2018 FDOT Quality/LOS Handbook. Table 13: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment Direction 2018 P.M. Peak Season Volumes II Growth Rate 2025 P.M. Peak Season VolumesTransit P.M. Peak Hour RidershipP.M. 2025 Background Peak Hour Total Volume (V) Directional Peak Hour Capacity(2) Capacity P.M. Peak Hour Capacity Transit Ca acit P.M. Peak Hour Total Capacity (C) P M. Peak Hour Excess Capacity p Y P.M. Peak Hour Level of Service From To Vehicles Person-Trips11 Vehicles Person-Trips(1) Person -Trips Person -Trips Vehicles Person-Trips(1) Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 1,343 1,880 1.39% 1,500 2,100 1,273 3,422 1,840 2,576 6,638 9,214 5,792 0.371 C Southbound 651 911 1.39% 727 1,018 2,537 3,603 1,840 2,576 6,638 9,214 5,611 0.391 C NW 14th St NW 20th Ave Northbound 1,200 1,680 1.39% 1,340 1,876 1,417 3,307 2,780 3,892 7,017 10,909 7,602 0.303 C Southbound 722 1,011 1.39% 806 1,129 2,615 3,758 2,780 I 3,892 7,017 10,909 7,151 0.344 C NW 20th St NW 12th Ave NW 17th Ave Eastbound 770 1,078 1.39% 860 1,204 106 1,324 1,656 2,318 278 2,596 1,272 0.510 D Westbound 1,248 1,747 1.39% 1,394 1,951 71 2,036 1,656 2,318 278 2,596 560 0.784 D NW 10th Ave NW 12th Ave Eastbound 888 1,243 1.39% 992 1,388 136 1,559 1,656 2,318 615 2,933 1,374 0.531 D Westbound 1,091 1,527 1.39% 1,218 1,706 1 156 1,897 1,656 2,318 615 2,933 1,036 0.647 D Note: 11Volumes (vehicles) were converted to person -trips using 1.4 per on/vehicle occupancy per City of Miami standards. (2)Directional peak hour capacity derived from the 2018 FDOT Quality/LOS Handbook. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page - 33 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 0apUBUC 0 Kimley>>)Horn Tra Table 14: Future Background Peak Hour ntersection Conditions Intersection Peak Hour Overall Level of Service A M. (P.M.) LOS Delay (sec) NW 28th Street and SR 933/NW 12th Avenue E (D) 68.0 (46.0) NW 22nd Street and NW 13th Avenue A (A) 7.9 (7.4) NW 22nd Street and SR 933/NW 12th Avenue(�) B (B) 12.2 (12.1) NW 215t Terrace and NW 13th Avenue(�) A (A) 10.1 (8.7) NW 215t Terrace and SR 933/NW 12th Avenue A (B) 9.3 (11.3) NW 21st Street and NW 13th Avenue A (A) 9.5 (9.0) NW 21st Street and SR 933/NW 12th Avenue B (A) 10.7 (9.4) NW 20th Street and NW 17th Avenue C (D) 34.4 (36.2) NW 206 Street and NW 14th Avenue C (D) 24.7 (40.0) NW 20th Street and NW 13th Avenue C (A) 20.0 (4.9) NW 2soth Street and SR 933/NW 12th Avenue D (E) 46.6 (56.6) NW 20th Street and NW 10th Avenue D (E) 35.8 (65.2) NW 16th Street and SR 933/NW 12th Avenue D (B) 38.9 (19.5) NW 14th Street and SR 933/NW 12th Avenue D (E) 44.2 (57.0) Notes: (1) Intersection cannot be analyzed in HCM 2010. Therefore, HCM 2000 was used. (2) Overall intersection LOS not provided for stop -controlled intersections. The minor street with the greatest delay is indicated. pactAi. y •s TICE Completion of start review lmkates perm application meets minimum requirements undo Miami 21 a ndlor the Cie or Miami Code,onYY Tres permit application will need to be scheduled Ma public rearing In accordance Mil timelines set forth in de Ciyof Miami Code. The applicable decision -making hoy rewMa the permit application M t e pubk Haring am render elthaa recommendation or a final derision. A' PZ-18-263 01/22/19 /EW K:\FTL_TPTO\043157001- Miami Produce \Report\Miami Produce SAP.docz Page - 34 November 2018 v� Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 pUBUC 0 Kimley>>)Horn Tra Future Total Traffic Conditions Tables 15 and 16 present the results of the transportation corridor capacity analysis f A.M. and P.M. peak hour future total traffic conditions. As indicated in the tables, the co pactAi. y •s TICE Completion of staff review lracates perm application nets minimum requirements under Miami 21 a ndlor the ciy of Miami Code.odyT ispmnit application will need to bescheduled fora public fearing In accordance Mil timelines set forth in teciyof Miami Code. The apply ble decision -making hoy rewMa the permit application M the put& hearing and render elthsa recommendation or a final deCson. '2422 s3 (VIEW have sufficient capacity are expected to operate at adopted levels of service during the A.M. and P.M. peak hours. Table 17 presents the results of the intersection capacity analysis for the 2025 A.M. and P.M. peak hour total traffic conditions. All intersections are expected to operate at adopted level of service. Detailed Synchro outputs are included in Appendix K. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docz Page - 35 November 2018 Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley*Horn Table 15: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions o Completion of stall retiew indicates permitapphcalon meets minnum requirements under Miam 2landlor the City of Miaml Code. only. This permit application will need to be scheduled bra public hearing in accordance wiled timelines set forth In the City of Miami Cade. The applicable dec ision-malting body wi II renew Roadway Segment Direction 2025 Background A.M. Peak Hour Total Volume A.M. Peak Hour Net New Trip Distribution 1 A.M. Peak Hour Net New i Trip Assignment 2025 with Project Traffic A.M. Peak Hour Total Volume (V) A.M. Peak Hour Total Capacity (C) A.M. Peak Hour Excess Capacity re<ommenaat'lon oraepal deosion j. PZ-18-263 9,t; 4. P6ia11f61.A REVIEW eo From To Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 2253 330 ° In 2,636 8,978 6,342 0.294 C 33% Out 161 Southbound 2964 330 ° In 3,347 8,978 5,631 0.373 C 33% Out 161 NW 14th St NW 20th Ave Northbound 2411 0 ° In 2,760 10,673 7,913 0.259 C 30% Out 146 Southbound 2987 300 In 203 3,336 10,673 7,337 0.313 C 30% Out 146 NW 20th St NW 12th Ave NW 17th Ave Eastbound 1895 180 In 2,104 2,596 492 0.810 D 18% Out 88 Westbound 1211 0 1 o In 1,420 2,596 1,176 0.547 D 18% Out 88 NW 10th Ave NW 12th Ave Eastbound 1869 7% In 47 1,950 2,933 983 0.665 D 7% Out 34 Westbound 1258 7% In 47 1,339 2,933 1,594 0.457 D 7% Out 34 Table 16: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment Direction 2025 Background P.M. Peak Hour Total Volume P.M. Peak Hour Net New Trip Distribution P.M. Peak Hour Net New Trip Assignment 2025 with Project Traffic P.M. Peak Hour Total Volume (V) P.M. Peak Hour l Total Capacity (C) P.M. Peak Hour Excess Capacity P.M. Peak Hour Level of Service From To Person -Trips Person -Trips I Person -Trips Person -Trips Person -Trips V/C LOS NW 12th Ave NW 20th St NW 28th St Northbound 3422 33% In I 207 3,862 9,214 5,352 0.419 C 33% Out 233 Southbouncl 3603 0 ° In 7 4,043 9,214 5,171 0.439 D 33% Out 233 NW 14th St NW 20th Ave Northbound 3307 0 o In 1 3,707 10,909 7,202 0.340 C 30% Out 212 Southbound 3758 30% In 18 4,158 I 10,909 6,751 0.381 C l 30% Out 218 NW 20th St NW 12th Ave NW 17th Ave I Eastbound 1324 18% In 113 1,564 I 2,596 1,032 0.602 D 18% Out 127 Westbound 2036 18%!n 113 2,276 2,596 320 0.877 D 18% Out 127 NW 10th Ave NW 12th Ave Eastbound 1 1559 0 7 o In 44 1,652 2,933 1,281 0.563 D 7% Out 49 Westbound 1897 0 7 o In 44 1,990 2,933 943 0.679 D 7% Out 49 ffic Impact Analysis K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP.docx Page - 36 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 0apUBLIC 0 Kimley>>)Horn Tra Table 17: Future Total Peak Hour Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (sec) NW 28th Street and SR 933/NW 12th Avenue E (D) 64.9 (44.2) NW 22nd Street and NW 13th Avenue A (A) 9.7 (9.1) NW 22'd Street and SR 933/NW 12th Avenues' B (B) 16.0 (17.5) NW 21st Terrace and NW 13th Avenue(2) B (B) 13.7 (11.6) NW 21st Terrace and SR 933/NW 12th Avenue B (B) 11.2 (11.5) NW 21st Street and NW 13th Avenue B (B) 12.0 (11.6) NW 215t Street and SR 933/NW 12th Avenue B (A) 11.0 (9.7) NW 20th Street and NW 17th Avenue C (D) 34.3 (36.2) NW 20th Street and NW 14th Avenue C (D) 25.9 (40.8) NW 20th Street and NW 13th Avenue E (D) 58.3 (48.2) NW 20th Street and SR 933/NW 12th Avenue D (E) 53.8 (70.6) NW 20th Street and NW 10th Avenue D (E) 35.6 (64.6) NW 16th Street and SR 933/NW 12th Avenue D (B) 36.1 (18.4) NW 14th Street and SR 933/NW 12th Avenue D (E) 44.3 (56.0) NW 13th Avenue and North Driveway B (B) 12.3 (11.7) NW 13th Avenue and South Driveway B (B) 11.3 (11.0) Notes: (1) Intersection cannot be analyzed in HCM 2010. Therefore, HCM 2000 was used. (2) Overall intersection LOS not provided for stop -controlled intersections. The minor street with the greatest delay is indicated. pactAi. y •s TICE Completion or start review lmkares perm application meets minimum requirements under Miami 21andlor the Ciyor Miami Code.orYY Tres permit application will need to be scheduled Ma public rearing in accordance Mil timelines set forth in teciyof Miami Code. The applicable decision -making hoy rawer the permit application M the pubk hearing am ratl a eltha recommendation or a final derision. A' PZ-18-263 01/22/19 /EW K:\FTL_TPTO\043157001- Miami Produce \ Report \Miami Produce SAP.docz Page - 37 November 2018 v� Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 pUBUC 0 Kimley>>)Horn Tra TRANSPORTATION CONTROL MEASURES PLAN • A Transportation Control Measures Plan is proposed to reduce the impacts of the pr on the surrounding roadway network. Miami -Dade County provides public transit in pactAi. y •s TICE Completion of staff review Inc kares perm application meets minimum requirements under Miami 21andlorthe CiryoeMiami code,onyT is Pamir application will need to be sareduea fora public nearing in accordance Mil timelines set forth in Meciryof Miami Code. The applicable decision -making hoy rewMa the permit application MCa put& Haring and render althea recommendation or a final deosia,. �� REW Q proximity to the project site. Furthermore, the Santa Clara Metrorail station is directly adjacent to the project site. Measures are under consideration to encourage people to use public transportation, use bicycles and walk, use car/vanpools, and find alternatives to the typical workday hours. The applicant is has committed to the following: • Providing secure bicycle parking (bicycle racks and/or bicycle lockers) on -site. • Providing transit information within the site including route schedules an22d maps. • Providing designated scooter/motorcycle parking spaces. • Providing designated carpool/vanpool parking spaces. • Providing a carpool incentive program. • Providing subsidized transit passes for employees. • Providing a bicycle share station. • Providing improved, enhanced (wide) sidewalks around the site. • Providing electric vehicle charging stations in the parking garage. The applicant intends to make the site bicycle/pedestrian and transit -friendly and is committing to these features for incorporation into the site. K:\FTL_TPTO\043157001 - Miami Produce\Report \Miami Produce SAP.docz Page - 38 November 2018 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Horn Tr CONCLUSION Miami Produce Center, LLC is proposing a mixed -use redevelopment generally bou Completion of stall review indicates per. apptication meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance, . timelines set forth In the City of Miami Cade. The applicable pecisbn-malting body render renew the permit application at the public hearing and render either a recommendation or a final decision. 22nd Street to the north, NW 215t Street to the South, SR 933/NW 12th Avenue to the east, a PZ- 63 y oi /19 13th Avenue to the west in Miami, Florida. The proposed redevelopment consists of 1,200 high- rise apartment units, a 227-room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office space. The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. A traffic impact analysis was conducted for the project consistent with the City of Miami requirements. Trip generation calculations for the proposed redevelopment were performed using the Institute of Transportation Engineers' (ITE's) Trip Generation Manual, 10th Edition. Transportation corridor segment capacity analyses and intersection capacity analyses were performed for existing conditions and for future conditions with and without project traffic. Results of the analyses demonstrate that3 the transportation corridors and intersections in the vicinity of the project site operate at adopted levels of service during both the A.M. and P.M. peak hours under all analysis conditions. The project is committing to providing a series of improvements including bicycle amenities such as a bicycle share station and short-term and long-term bicycle parking, carpool incentive programs, subsidized transit passes for employees, electric vehicle charging stations, designated scooter/motorcycle and carpool/vanpool parking spaces, and other policies that encourage transit usage. K:\FTL_TPTO\043157001 - Miami Produce \ Report \Miami Produce SAP,docx Page - 39 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Appendix A Site Plan Evaluating unlicensed DynamicE DF teature. Click here tor details. [31: NW 22st St NW 21st Terrace NW 21st St �• „III„ Illat�� TYPICAL RETAIL ♦ 1- ♦ 1- TYPIAL RETAIL TYPICAL RETAIL f -♦ _r1 • .--a--J ♦ 4 • - _ --• - ►■ :� TYPIC� RETAIL fp-_e ♦a iii TYPiCAL RETAIL I" .��'p TYPICAL RETAIL PRIVATE ROAD -9- .. TYPICAL RETAIL • -♦- - �— •-- r TYPICIAL RETAIL ♦ • 364'-0" NW 91st St TYPICAL RETAIL r ••• • • ii liu ��. IIIl ►/1 any UOZL MN ___L a 0 0 NOTICE Coupe W n of staff review Irakates permrc a ppkation meets minimum requirements under Miami 21andlor the City of Miami Code,oegy This permit application willneed to be scheduled bra publicheaeog In accordan eooth timelines set forth In the City of Miami Co....The applicable decision -making hodywillreoew , the peek application aline tc hearir9 and render either a , recommendabon or afimldedsoer .c0 RFVI EW PZ-18-263 01/22/19 �' �Q NW r ■ 1 CLIENT: MIAMI PRODUCE CENTER. LLC 1111 Lincoln Road. #760 Miami Beach. FL 33139 USA TEL: +1305 978 B370 ARCHITECT: BIG BJARKEINGELS GROUP 45 Main Street Brooklyn. NY 11201 USA TEL: +1347-549-4141 TRAFFIC Klmley>»Horn V•32010 KIMLEY_HORN AND ASSOCIATES, INC. 355 ALHAMBRA CIRCLE. SUITE 1400, CORAL GABLES. FL 33134 PHONE: 305-e73-2025 WWW.KIMLEY-HORN.COM CA 000.6% REV: DESCRIPTION: DATE: DRAWING STATUS: S.A.P. APPLICATION - 70% DRAFT NOTES: 1. Do not scale from this drawing. Work to figured dimension only. 2. All dimensions in feet and fractional Inches unless otherwise stated. 3. All dimensions to be checked on site prior to commencement of works. 4. BIG shall be notified In writing of any discrepancies - requesting verification on how to proceed, 5. This drawing is protected by copyright. ALL DIMENSIONS ARE SHOWN IN IMPERIAL. PROJECT: MIAMI PRODUCE 2140 NW 12th Avenue Miami. FL 33142 USA TEL: +1305 978 8370 KEY PLAN DRAWING TITLE: LEVEL 01 PLAN SEAL Er SIGNATURE: DATE: 04/27/18 PROJECT No: 18500 MIPRO SCALE: V80" = 1-0' FORMAT: 11" 017" DRAWN: CHK: DWG No: C6 Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Appendix B Methodology Correspondence Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] (,O pUBLIC From: Carlos Alba [mailto:calba@HNTB.com] Sent: Monday, June 25, 2018 4:45 PM To: McWilliams, John <John.McWilliams@kimlev-horn.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <'avino hbadia@miamigov.com Subject: RE: Miami Produce SAP - Traffic Study Methodology Review John, +5' NOTICE Completion of stall review indicates per. appncanon meets minnum requirements under Miami 21 and/or the City of Miami Code,ody. This permit application vnll need to be scheduled bra publicfeadng In accordance Wth timelines set forth In the City of Miami Code. The applicable pecisbn-malting body MI renew the permit appticanon at ae public hearing and render either a recommendation or a final decision. bi -oPZ 18-263 01/22/19 44* EW The City will look into performing data collection to update the 1.4 occupancy rate. For the meantime, please continue with the traffic impact study. Thanks, Carlos A. Alba, PE, PTOE Project Manager Tel (305) 222-1456 Cell (305) 509-9187 Email calba@hntb.corn HNTB CORPORATION 161 NW 6th Street, Suite 1000 I Miami, FL 33136 I hntb.com 100+ YEARS OF INFRASTRUCTURE SOLUTIONS From: McWilliams, John [mailto:John.McWilliams@kimlev-horn.com] Sent: Monday, June 25, 2018 3:08 PM To: Carlos Alba <calba@HNTB.com> Cc: CWorth@miamigov.com; Carly Grimm <cgrimm@bilzin.com>; Javier F. Avino <javino@bilzin.com>; hbadia@miamigov.com Subject: RE: Miami Produce SAP - Traffic Study Methodology Review Carlos: Thank you for providing. However, please see the attached document that established the person -trip methodology and the vehicle occupancy factors in 1989 as part of the Comprehensive Neighborhood Plan for use throughout the City. As a matter of fact, refer the second bullet on Page 21-2 of Increment II where it refers to the subject document. It is abundantly clear from this information that the vehicle occupancy factors are not exclusive to the DRI nor where the established in the DRI. Furthermore, the 16% reduction was determined by [(1.4-1.2)/1.2] = 16.6% or 16% from the factors in the attached document as highlighted per Table PT-2 — Maximum Auto Scenario. We are respectfully requesting that this application be treated consistent with all other application in the City. It is unclear why the application of this City-wide factor is no longer appropriate given the hundreds of projects where it applied and approved by the City and their reviewers. Regards, John John J. McWilliams, P.E. Kimley-Horn j Suite 1400, 355 Alhambra Circle, Coral Gables, FL 33134 Direct: 954-535-5106 j Mobile: 954-873-9407 j www.kimley-horn.com Evaluating unlicensed DynamicPDF feature. CIFRI Kimley»>Horn Memorandum To: Collin Worth City of Miami From: John McWilliams, P.E.9�� Omar Kanaan, P.E. Cc: Carlos A. Alba, P.E., HNTB Date: June 24, 2018 Subject: Miami Produce Special Area Plan Traffic Study Methodology NOTICE completion of staff review indicates permit applio non meets minnum requirements under Miami tdlor the City of Miami Code,oriyThls permit application Mimed nee d to be scheduled fora public tearing In accordance with timelines set forth In the City of Miami Cade. The applicable dec ision-marling body,. review the permit appleanon at the public heari ng and render either a recommendation or a final decision. PZ-18-263 01/22/19 The purpose of this memorandum is to summarize the traffic study methodology for the proposed Miami Produce Special Area Plan (SAP). The proposed redevelopment is generally bounded by NW 22nd Street to the north, NW 21st Street to the South, NW 12th Avenue to the east, and NW 13th Avenue to the west in Miami, Florida. The proposed redevelopment will consist of a mixed -use project that will include residential, hotel, retail, and office land uses. The proposed redevelopment consists of 1,200 high-rise apartment units, a 227-room hotel, a 500-student special training vocational school, 74,800 square feet of shopping center, and 230,886 square feet of general office building. The parcels proposed for redevelopment are currently occupied by 151,147 square feet of warehousing. A conceptual site plan and project location map for the proposed redevelopment are included in Attachment A. STUDY AREA The following intersections and roadway segments will be examined as part of the study area: • NW 28th Street and SR 933/NW 12th Avenue • NW 22nd Street and NW 13th Avenue • NW 22nd Street and SR 933/NW 12th Avenue • NW 21st Terrace and NW 13th Avenue • NW 21st Terrace and SR 933/NW 12t" Avenue • NW 21st Street and NW 13th Avenue • NW 21st Street and SR 933/NVV 12th Avenue • NW 20th Street and NW 17th Avenue • NW 20th Street and NW 14th Avenue • NW 20th Street and NW 13th Avenue • NW 20th Street and SR 933/NW 12th Avenue • NW 20th Street and NW 10th Avenue • NW 16th Street and SR 933/NW 12th Avenue • NW 14th Street and SR 933/NW 12th Avenue The following corridors were identified for analysis: • SR 933/NW 12th Avenue between NW 20th Street and NW 28t" Street • SR 933/NW 12th Avenue between NW 14th Street and NW 20t" Street kimley-horn.com 355 Alhambra Circle, Suite 1400, Coral Gables, FL 33134 305 673 2025 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 4O O 0 ptiBLIC 0 Kimley»>Horn Mr. Collin Worth, June • NW 20th Street between NW 17th Avenue and SR 933/NW 12th Avenue • NW 20th Street between NW 12th Avenue and NW 10th Avenue NOTICE Completion of stall review indicates per. apptication meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance Wth timelines set forth In the City of /�Miami Code. The applicable decisbn-malting body will renew `0l �imltrtyepublic heaalligrender either melon oraeral derision. PZ-18-263 01/22/19 RF IEW DATA COLLECTION Typical weekday (Tuesday, Wednesday, or Thursday) A.M. (7:00-9:00 A.M.) and P.M. (4:00-6:00 P.M.) peak hour turning movement counts will be conducted at all identified study intersections. Continuous 24-hour machine counts will be conducted on study corridors. All traffic counts will be adjusted to peak season conditions using the appropriate Florida Department of Transportation (FDOT) peak season category factors. Traffic signal timing information wiii be obtained from Miami -Dade County Department of Transportation and Public Works — Signals and Signs Division. All traffic data collected will be provided in the Appendix of the traffic impact study. TRIP GENERATION Trip generation calculations for the proposed development were performed using Institute of Transportation Engineer's (ITE) Trip Generation Manual, 10th Edition. The trip generation for the proposed land uses was determined using ITE Land Use Codes (LUC) 222 (High Rise Apartment), 310 (Hotel), 540 (Junior/Community College), 710 (General Office Building), and 820 (Shopping Center). For the existing land use, ITE LUC 150 (Warehousing) was used. Project trips were estimated for the A.M. and P.M. peak hours. A multimodal (public transit, bicycle, and pedestrian) factor based on US Census Means of Transportation to Work data was reviewed for the census tract in the vicinity of the redevelopment. The US Census data indicated that there is a 23.6 percent (23.6%) multimodal factor within the vicinity of the redevelopment. It is expected that some residents and guests will choose to walk or use public transit to and from the redevelopment. Transit route information will be documented in the report. A portion of the trips generated by the development will be captured internally on the site. Internal capture trips were determined based upon values contained in the ITE Trip Generation Handbook, June 2004. The expected internal capture rate is 11.0 percent (11.0%) during the A.M. peak hour and 19.0 percent (19.0%) during the P.M. peak hour. In addition to the internal capture, pass -by capture trips were also determined based on average rates provided in ITE's Trip Generation Handbook, 3rd Edition. The pass -by capture rate for the shopping center was 34.0 percent (34.0%) during the P.M. peak hour. ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local area. Therefore, vehicular trips were reduced by 16.0 percent (16.0%) to adjust for these vehicle occupancy assumptions. The project is expected to generate 581 net new vehicle trips (814 person -trips) during the A.M. peak hour and 626 net new vehicle trips (876 person -trips) during the P.M. peak hour. Detailed trip generation calculations and excerpts from ITE's Trip Generation Handbook, 3rd Edition are included in Attachment B. kimley-horn.com 355 Alhambra Circle, Suite 1400, Coral Gables, FL 33134 305 673 2025 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] <O 0 0apUBUC Kimley»>Horn TRIP DISTRIBUTION The likely distribution of project traffic will be forecasted for the trips expected to be generated proposed development. The trip distribution will be based on an interpolated cardinal trip distribution for the project site's traffic analysis zones (TAZs) obtained from the Miami -Dade Metropolitan Planning Organization's 2040 Cost Feasible Plan travel demand model 2010 and 2040 data. The project is located within TAZ 494. The detailed cardinal distribution is provided in Attachment C. Mr. Collin Worth, June a Q NOTICE Completion of staff review Indicates perm application meets minimum requirementsunder Miami 21antllor Ciryof Miami Thiss Code, only. s permit application will need to be e shedded Ma public tearing in accordanoeWth timelines sec fob in the Ciyof Miami Code. The applicable decision -making hotly. review pumc I�mPq and rertl a ebhs r firultlerism. PZ-18-263 01/22/19 IEW BACKGROUND GROWTH RATE/MAJOR COMMITTED DEVELOPMENT A background growth rate will be calculated based on historic growth trends at nearby FDOT traffic count stations. Additionally, growth rates based on Miami -Dade Metropolitan Planning Organization's (MPO) projected 2010 and 2040 model network volumes will be examined. The higher of the two (2) growth rates will be used in the analysis. Documentation will be provided in the Appendix of the traffic impact study. The City's review of this document will determine any committed projects to include in background conditions. The City will provide the corresponding approved traffic study for any committed projects identified. CAPACITY ANALYSIS Capacity analyses will be conducted for the A.M. and P.M. peak hours at the study intersections. Intersection analyses will be performed using Trafficware's Synchro traffic engineering analysis software, which applies the Transportation Research Board's (TRB's) Highway Capacity Manual (HCM), 2000 and 2010 methodologies. Corridor analyses will be conducted using information from the Miami DRI-II/III (i.e. person -trip capacity) and FDOT's Quality/LOS Handbook. If intersection or roadway deficiencies are identified, strategies and improvements may be developed as mitigation measures. Capacity analyses will be conducted for three (3) scenarios: existing, build -out without project, and build -out with project. The build -out year will be specified in the analysis. If intersection deficiencies are identified, strategies and improvements will be developed as mitigation measures. The following graphics will be included for the study intersections: 1. Existing conditions 2. Trip distribution 3. Trip assignment 4. Future background conditions (with growth rate and committed development traffic) 5. Future total traffic conditions (with project) THOROUGHFARE AND VEHICLE CIRCULATION DIAGRAMS As part of the Special Area Plan submittal, a roadway thoroughfare diagram will be submitted. The diagram will consist of a vehicle circulation diagram depicting truck and passenger car traffic patterns entering and exiting the site will also be provided as part of the submittal. TRANSPORTATION DEMAND MANAGEMENT STRATEGIES Transportation Demand Management (TDM) strategies will be developed to reduce the impact of project traffic on the surrounding roadway network and promote trip reduction. Typical measures r kimley-horn.com 355 Alhambra Circle, Suite 1400, Coral Gables, FL 33134 305 673 2025 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Horn Mr. Collin Worth, June include promoting bicycling and walking, encouraging car/vanpooling, and offering alternat typical workday hours. Specifically providing an on -site bicycle sharing station will be exa Furthermore, examining a potential on -site bus stop to serve future City of Miami trolley routes proposed in the area will also be examined. NOTICE Completion of staff review Inckates perm application meets minimum requirementsunder Miami 21andlor Ciyof Miami Code, only. This permit aapplication will need to be e s hedukd fora public nearing in accordanoexith timelines sec forth in Me Ciyof Miami Code. The applicable decision -malting hotly. review public Firing anti render tl elthe e�wlaedsfon. PZ-18-263 1 22/19 DOCUMENTATION The results of the traffic analysis will be summarized in a report. The report will include supporting documents including signal timings, lane geometry, and software output sheets. The report will also include text and graphics necessary to summarize the assumptions and analysis. MANEUVERABILITY AND ENTRY GATE OPERATIONS ANALYSIS Maneuverability analyses and garage entry gate operations analyses will be performed when applications for specific site plans are submitted as part of the entitlement process. Operational analyses of specific driveways and trip generation analyses will also be performed. K:\FTL_TPTO\043157001 - Miami Produce\Correspondence\Memo\06 24 18 - Traffic Study Methodology.docx kimley-horn.com 355 Alhambra Circle, Suite 1400, Coral Gables, FL 33134 305 673 2025 Evaluating unlicensed DynamicPDF feature. Click here for details. [3-111 NOTICE Completion of staff renew Inc kates perm application meets minimum requirements untie Miami atandlor Ciyof Miami Coae,onrT is permit application will need to be e schedded Ma public tearing in accordance Mil timelines set forth in the Ciy of Miami Code. The applicable decision -making hoy rewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCsm. PZ-18-263 01/22/19 Attachnnent A Conceptual Site Plan Evaluatin. unlicensed D namicPDF feature. Click here for details. 31:45:d17 ' rir NW 20th Street V; *an •-11 z \ . L1 r-■ r mot I\11 1 IICy II/ I IVI I I © 2018 o%e 1e renew inMates l�nnb apt a C! gtareme!ts under Miami 21 and/or the CI mit amatcation will reed to be ached o gi cadance with timelines set forth In eapplicable • n-malting Pf avon at 4 Figure 1 Location Map Miami Produce SAP Miami, Florida Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] O ' NW 21st Terrace Q Q Q Q Q Q Q Q MIME i[r71i11-4 =7". + 1- 1- • + ♦----1---,--4 t r AEI_hl III ▪ • I-------f • • I I I ®=_=__=_=1 PRIVATE ROAD I11 I I I i�id1111�1119i;, •--� IJJ 24 SPACES (4 FLO* • F-1 •-- --• 1-1 • • • • f----'----9- `f f • • ■ NOTICE Cowl.. of staff review indicates permit application meets minimum requirements under Marti 21andlor the City of Miaml Code,orgyT is permit application will need to be scheduled bra public hearing In accordance,. timelines set forth In the City of Miami Code. The applicable tlecision-malting body wi II renew the permit application at the public hearirq and renter eithera recommendation or a final decision. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [3-111 NOTICE Completion of staff renew Inc kates perm application meets minimum requirements untie Miami atandlor Ciyof Miami Coae,onrT is permit application will need to be e schedded Ma public tearing in accordance Mil timelines set forth in the Ciy of Miami Code. The applicable decision -making hoy rewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCsm. PZ-18-263 01/22/19 Attachment B Trip Generation Calculations Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17, NOTICE Complltion of staff review irakates perm t application meets requirements under Miami 21 a nd/or the Ciry of Miami Code,ody Thls pemit application will need tobe sdeided fora public hearing in accordance W th timelier set forth in the Ciry of Miami Cade. The applicable decision -nuking body wtl reWev the permit spoliation atme public heari gand reeler eMnea recommendation or a final deddm. / PZ-18-263 01/22/19 EXISTING WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE ' VOLUMES PASS -BY CAPTURE 1It w PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Oct Total Percent PB Trips In Out Total In Oct G R O U P 1 1 Warehousing 10 150 151.147 ksf 77% 23% 33 10 43 10.0% 4 31 8 39 0.0% 0 31 8 39 0.0% 0 31 8 39 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 33 10 43 10.0% 4 31 8 39 0.0% 0 31 8 39 0.0% 0 31 8 39 150 Y=0.12*(X)+25.32 I 16% VOF Reduction 5 1 6 Existing Vehicle Trips 26 7 33 Existing Person -Trips (1.4 persons per vehicle) 36 10 46 PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION .ITE TRIP GENERATION CHARACTERISTICS ' DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL ��1PTURE IlMFS PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale RE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Oct G R O U P 2 1 Multifamily Housing(High-Rise)10 222 1200 du 24% 76% 84 265 349 23.6% 82 64 203 267 2.6% 7 63 197 260 0.0% 0 63 197 260 2 Hotel 10 310 227 room 59% 41% 64 44 108 23.6% 25 49 34 83 14.5% 12 49 22 71 0.0% 0 49 22 71 3 junior/community college 10 540 500 stu 81% 19% 149 35 184 23.6% 43 114 27 141 11.6% 16 104 21 125 0.0% 0 104 21 125 4 Shopping Center 10 820 74.8 ksf 62% 38% 117 72 189 23.6% 45 89 55 144 22.9% 33 68 43 111 0.0% 0 68 43 111 5 General Office Building 10 710 230.886 ksf 86% 14% 210 34 244 23.6% 58 160 26 186 11.6% 22 147 17 164 0.0% 0 147 17 164 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 624 450 1,074 23.6% 253 476 345 821 11.0 % 90 431 300 731 0.0% 0 431 300 731 222 310 540 820 710 Y=0.28*(X)+12.86 Y=0.5*(X)+-5.34 LN(Y) = 0.63*LN(X)+1.3 Y=0.5*(X)+151.78 Y=0.94*(X)+26.49 _ 16% VOF Reduction 69 48 117 Existing Vehicle TripsL 362 252 614 Proposed Person -Trips (1.4 persons per vehicle) 507 353 860 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) PROJECT NET NEW TRIPS In Out Total 336 245 581 471 343 814 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Trip Gen\TRIP GEN 10_AM.xlsx: PRINT -PEAK HOUR 6/24/2018,12:56 PM Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] NOTICE Completion of staff review irakates perm application meets minimum requirements under Miami 21 a nd/or the Ciry of Miami Code,ody Thls pemit application will need tobe sledded fora public hearing in accordance W th timelier set forth in the Ciry of Miami Cade. The applicable decision -nuking body wtl reWev the permit application atme public heari gand reeler eMtea recommendation or a Nil deddm. / PZ-18-263 01/22/19 EXISTING WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE 1It w PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Tripe In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Oct G R 0 U P 1 1 Warehousing 10 150 151.147 ksf 27% 73% 12 34 46 10.0% 5 11 30 41 0.0% 0 11 30 41 0.0% 0 11 30 41 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 12 34 46 10.0% 5 11 30 41 0.0 % 0 11 30 41 0.0 % 0 11 30 41 150 Y=0.12*(X)+27.82 I 16 % VOF Reduction 2 5 7 Existing Vehicle Trips 9 25 34 Existing Person -Trips (1.4 persons per vehicle) 13 35 48 PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION .ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL PTURE VOLUMES PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale RE Units Percent In Out Total Percent MR Trips In Out Total Percent . IC Trips In Out Total Percent PB Trips In Out - Total In Out G R 0 U P 2 1 Multifamily Housing(High-Rise)10 222 1200 du 61% 39% 254 163 417 23.6% 99 194 124 318 23.0% 74 145 99 244 0.0% 0 145 99 244 2 Hotel 10 310 227 room 51% 49% 73 71 144 23.6% 34 56 54 110 14.4% 16 43 51 94 0.0% 0 43 51 94 3 junior/community College 10 540 500 stu 56% 44% 86 68 154 23.6% 36 66 52 118 8.0% 9 61 48 109 0.0% 0 61 48 109 4 Shopping Center 10 820 74.8 ksf 48% 52% 210 228 438 23.6% 104 160 174 334 26.6% 89 128 117 245 34.0% 83 84 78 162 5 General Office Building 10 710 230.886 ksf 16% 84% 40 212 252 23.6% 59 31 162 193 8.0% 16 28 149 177 0.0% 0 28 149 177 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 663 742 1,405 23.6% 332 507 566 1,073 19.0 / 204 405 464 869 9.6% 83 361 425 786 222 310 540 820 710 Y=0.34*(X)+8 56 Y=0.75*(X)+-26.02 LN(Y) = 0.68*LN(X)+0.81 LN(Y) = 0.74*LN(X)+2.89 LN(Y) = 0.95*LN(X)+0.36 16% VOF Reduction 59 67 126 Existing Vehicle Trips 302 358 660 Proposed Person -Trips (1.4 persons per vehicle) 423 501 924 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) PROJECT NET NEW TRIPS In Out Total 293 333 626 410 466 876 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Trip Gen\TRIP GEN 10_PM.xlsx: PRINT -PEAK HOUR 6/24/2018,1:06 PM Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC O Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation En Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour NOTICE Completion of stall review indicates per. appncanon meets tnnnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance Wth timelines set forth In the City of Miami Code. The applicable pecisbn-malting body MI renew the permit appncanon at ae public hearing and render either a recommendation or a final decision. - rsPZ-18-263 01/22/19 RF 1EW SUMMARY (PROPOSED) GROSS TRIP GENERATION Land A.M. Peak Hour P.M. Peak Hour Use Enter Exit Enter Exit Office 274 53 97 214 p Retail 89 55 160 174 zRestaurant — Cinema/Entertainment Residential 64 203 194 124 Hotel 49 34 56 54 476 345 507 566 INTERNAL TRIPS OUTPUT Land A.M. Peak Hour P.M. Peak Hour Use Enter Exit Enter Exit Office 23 15 8 17 Retail 21 12 32 57 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 1 6 49 25 Hotel 0 12 13 3 45 45 102 102 OUTPUT Total % Reduction 11.0% 19.0% Office 11.6% 8.0% Retail 22.9% 26.6% Restaurant Cinema/Entertainment Residential 2.6% 23.3% Hotel 14.5% 14.5% EXTERNAL TRIPS OUTPUT Land A.M. Peak Hour P.M. Peak Hour Use Enter Exit Enter Exit Office 251 38 89 197 Retail 68 43 128 117 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 63 197 145 99 Hotel 49 22 43 51 431 300 405 464 v� Q r • OK pUBLIC Evaluatin ■ unlicensed D namicPDF feature. Click here for details. [31:45:d17] - u • • ■ - . u A N.1 L', alit. . • FactFinder .- B08301 MEANS OF TRANSPORTATION TO WORK Universe: Workers 16 years and over 2012-2016 American Community Survey 5-Year Estimates *O a. NOTICE Completion of stall renew indicates per. appncanon meets minnum requirements under Miami 21andlor the City of Miami Code,ody. This permit application vnll need to be scheduled bra public fearing In accordances h timelines sec forth In the Ciry of Miami Code. The applicable decisbn-malting body MI renew the permit appncanon at ae public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 'Pt IEW Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Survey website in the Data and Documentation section. Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section. Tell us what you think. Provide feedback to help make American Community Survey data more useful for you. Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's Population Estimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities and towns and estimates of housing units for states and counties. (441 + 52 + 159)/2,768 = 23. Total: Car, truck, or van: Drove alone Carpooled: In 2-person carpool In 3-person carpool In 4-person carpool In 5- or 6-person carpool In 7-or-more-person carpool Public transportation (excluding taxicab): Bus or trolley bus Streetcar or trolley car (carro publico in Puerto Rico) Subway or elevated Railroad Ferryboat Taxicab Motorcycle Bicycle Walked Other means Worked at home 6%] Census Tract 29, Miami -Dade County, Florida Estimate Margin of Error 2,768 +/-340 2,004 +/-340 1,735 +/-313 269 +/-131 253 +/-137 0 +/-19 0 +/-19 16 +/-25 0 +/-19 441 +/-162 330 +/-148 11 78 22 0 40 23 52 159 39 10 +/-19 +/-49 +/-26 +/-19 +/-37 +/-37 +/-67 +/-110 +/-42 +/-14 Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability is represented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see Accuracy of the Data). The effect of nonsampling error is not represented in these tables. Workers include members of the Armed Forces and civilians who were at work last week. 1 of 2 04/18/2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17pbruary 2013 Office of Management and definitions of metropolitan and micropoutan statistical areas; in certain instances me names, codes, and boundaries of the pr ACS tables may differ from the OMB definitions due to differences in the effective dates of the geographic entities. Estimates of urban and rural population, housing units, and characteristics reflect boundaries of urban areas defined ba a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization. Source: U.S. Census Bureau, 2012-2016 American Community Survey 5-Year Estimates Explanation of Symbols: on NIC E� minnum requirements under Miari 21andor the City of Warn Cue,ortly This permit application will ret need to be scheduled bra public fearing In accordance with timelines set forth In the City of Miam Coda. The applicable tlecisbn-malting hotlywiII renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 1. An '""' entry in the margin of error column indicates that either no sample observations or too few sample observations were available to compute a standard error and thus the margin of error. A statistical test is not appropriate. 2. An ' ' entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute an estimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of an open-ended distribution. 3. An ' ' following a median estimate means the median falls in the lowest interval of an open-ended distribution. 4. An '+' following a median estimate means the median falls in the upper interval of an open-ended distribution. 5. An '"""' entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open-ended distribution. A statistical test is not appropriate. 6. An '"""""' entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. 7. An 'N' entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number of sample cases is too small. 8. An '(X)' means that the estimate is not applicable or not available. Evaluating unlicensed DynamicPDF feature. Click here for details. [3-111 NOTICE Cormletlon of staff renew Inc kates perm application meets minimum requirements under Miam atandlor Ciyof Miami Coae,onrT is permit application will need to be e schedded Ma publictearing in accordance Mil timelines set forth in the Cilyof Miami Code. The applicable decision -making boywilrewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCson. PZ-18-263 01/22/19 Attachment C Cardinal Distribution Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 0apUBUC Cardinal Distribution for TAZ 494 14.5% 15% 11.6% 12% 14.4% 14% a Q Year 2 Applied Perce 7.4% 7% 1 17.5% 18% 16.2% 16% 10.1% 10% Cardinal Trip Distribution 8.3% 8% Cardinal Direction Percentage of Trips 2022 Interpolated 2022 Rounded 2010 2040 North -Northeast I 14.2% 14.8% 14.4% 14% East -Northeast 7.2% 7.8% 7.4% 7% East -Southeast 8.1% 8.5% 8.3% 8% South -Southeast 8.0% 13.3% 10.1% 10% South -Southwest 16.8% 15.3% 16.2% 16% West -Southwest 18.9% 15.3% 17.5% 18% West -Northwest 11.0% 12.4% 11.6% 12% North -Northwest 15.9% 12.5% 14.5% 15% Total 100% 100% 100% 100% NOTICE Completion of staff renew Inckates permit application meets rninimum requirements untie Miami atandlor Ciyof Miami Coae,onrT is permit application will need to be e schedded Ma public nearing In accordance Mil timelines set forth in the Ciyof Miami Code. The applicable decision -making hoy rewMa the permit application at the pub& heaIe and render eltha da recommendation or a final eCsm. s PZ-18-263 01/22/19 Rf /EW r 0:\JMcW\Miami Produce\Calcs\Distribution\Cardinal Distrbution.xls Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Miami -Dade 2010 Directional Distribution Summary Q / , ._""` Origin TAZ Cardinal Directions ,tom°"I�Karecem'la°°�. requiremerK C urkercnM Kanto be ci pgiwtbnwillre eH�wYx easy '= 18 263 County Regional TAZ`1,Z NNE ENE ESE SSE SSW WSW WNW ti "'�°°'°fa`��a`�wwT�ad�tIap Miami cone rnea��elearli4Jltpp 7P'recc:=2.nePt=TAZ 8 01/22/1W1, 493 3393 TRIPS 1,376 772 455 1,048 1,082 1,257 493 3393 PERCENT 17.8 10 0 5 9 13 6 14 0 16 3 RFV►EW CQ 3394 TRIPS 365 208 207 432 487 284 410 2,578 494 3394 PERCENT 14.2 8.1 8.0 16.8 18.9 11.0 15.9 495 3395 TRIPS 96 29 152 198 194 144 179 1,026 495 3395 PERCENT 9.4 3 3 14 8 19 3 18 9 14 0 17 5 496 3396 TRIPS 200 48 79 114 278 228 130 163 1,240 496 3396 PERCENT 16.1 3.9 6.4 9.2 22.4 18.4 10.5 13.2 497 3397 TRIPS 45 60 50 103 103 76 43 41 521 497 3397 PERCENT 8.6 115 96 198 198 146 83 79 498 3398 TRIPS 428 106 125 134 270 357 239 317 1,976 498 3398 PERCENT 21.7 5.4 6.3 6.8 13.7 18.1 12.1 16.0 499 3399 TRIPS 420 172 128 269 329 496 366 390 2,570 499 3399 PERCENT 16.3 6 7 5 0 10 5 12 8 19 3 14 2 15 2 500 3400 TRIPS 441 179 164 128 340 504 278 415 2,449 500 3400 PERCENT 18.0 7.3 6.7 5.2 13.9 20.6 11.4 17.0 501 3401 TRIPS 280 83 206 101 150 347 302 300 1,769 501 3401 PERCENT 15.8 4 7 11 6 5 7 8 5 19 6 17 1 17 0 502 3402 TRIPS 180 58 100 73 147 226 178 161 1,123 502 3402 PERCENT 16.0 5.2 8.9 6.5 13.1 20.1 15.9 14.3 503 3403 TRIPS 246 78 86 122 93 318 312 253 1,508 503 3403 PERCENT 16.3 5 2 5 7 8 1 6 2 21 1 20 7 16 8 504 3404 TRIPS 44 38 16 35 91 101 87 40 452 504 3404 PERCENT 9.7 8.4 3.5 7.7 20.1 22.4 19.3 8.9 505 3405 TRIPS 361 106 127 255 416 473 386 348 2,472 505 3405 PERCENT 14.6 4 3 5 1 10 3 16 8 19 1 15 6 14 1 506 3406 TRIPS 394 103 165 249 431 463 430 351 2,586 506 3406 PERCENT 15.2 4.0 6.4 9.6 16,7 17.9 16.6 13.6 507 3407 TRIPS 437 57 172 259 274 464 233 370 2,266 507 3407 PERCENT 19.3 7 6 11 4 12 1 20 5 10 3 16 3 508 3408 TRIPS 3 10 11 57 47 45 19 192 508 3408 PERCENT 1.6 0.0 5.2 5.7 29.7 24.5 23.4 9.9 509 3409 TRIPS 104 65 41 97 110 117 99 114 747 509 3409 PERCENT 13.9 8 7 5 5 13 0 14 7 15 7 13 3 15 3 510 3410 TRIPS 752 372 410 466 873 855 618 607 4,953 510 3410 PERCENT 15.2 7.5 8.3 9.4 17.6 17.3 12.5 12.3 511 3411 TRIPS 365 80 132 394 424 453 314 428 2,590 511 3411 PERCENT 14.1 3 1 5 1 15 2 16 4 17 5 12 1 16 5 512 3412 TRIPS 126 38 56 78 260 269 210 176 1,213 512 3412 PERCENT 10.4 3.1 4.6 6.4 21.4 22.2 17.3 14.5 513 3413 TRIPS 1,173 226 495 668 805 1,510 855 995 6,727 oa9UBLC ii 0 I- of Miami lied for a heciryof ri review eithef 281 MOBILITY OPTIONS Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Miami -Dade 2040 Directional Distribu Q f n S ,11:a Origin TAZ Cardinal Directions ,tom°"I�Karecem'la°°�. requiremerK C p cacnM Kanto be ci pgiwtbnwillre eH�wYx '°°°' e°ey 18 263 County Regional TAZ`1,Z NNE ENE ESE SSE SSW WSW WNW ti "'�°°°fa`��a`�wwT�ad�tIap Miami cone rnea��elearli4Jltpp 7P'recc=1.nePt=TAZ .201/22/991 493 3393 TRIPS 1,498 1,182 779 1,287 1,303 1,423 493 3393 PERCENT 15.8 12 5 8 2 13 6 13 8 15 0 ' VIEW C Q 3394 TRIPS 509 269 292 456 527 527 426 429 3,435 494 3394 PERCENT 14.8 7.8 8.5 13.3 15.3 15.3 12.4 12.5 495 3395 TRIPS 201 102 117 195 202 219 162 141 1,339 495 3395 PERCENT 15.0 7 6 8 7 14 6 15 1 16 4 12 1 10 5 496 3396 TRIPS 220 138 125 163 294 301 133 161 1,535 496 3396 PERCENT 14.3 9.0 8.1 10.6 19.2 19.6 8.7 10.5 497 3397 TRIPS 94 176 112 190 95 111 61 29 868 497 3397 PERCENT 10.8 20 3 12 9 21 9 10 9 12 8 7 0 3 3 498 3398 TRIPS 307 160 202 153 370 307 298 317 2,114 498 3398 PERCENT 14.5 7.6 9.6 7.2 17.5 14.5 14.1 15.0 499 3399 TRIPS 406 188 265 328 317 475 388 394 2,761 499 3399 PERCENT 1'- 6 8 9 6 1.1 9 11 5 17 2 14 1 14 3 500 3400 TRIPS 977 667 763 668 956 1,184 1,200 1,140 7,555 500 3400 PERCENT 12.9 8.8 10.1 8.8 12.7 15.7 15.9 15.1 501 3401 TRIPS 600 282 263 347 352 686 688 682 3,900 501 3401 PERCENT 15.4 7 2 6 7 8 9 9 0 17 6 17 6 17 5 502 3402 TRIPS 250 131 142 233 176 417 298 333 1,980 502 3402 PERCENT 12.6 6.6 7.2 11.8 8.9 21.1 15.1 16.8 503 3403 TRIPS 492 139 74 132 174 406 303 370 2,090 503 3403 PERCENT 23.5 6 7 3 5 6 3 8 3 19 4 14 5 17 7 504 3404 TRIPS 54 41 42 48 104 80 55 499 504 3404 PERCENT 10.8 8.2 8.4 9.6 15.0 20.8 16.0 11.0 505 3405 TRIPS 385 265 287 400 443 586 457 409 3,232 505 3405 PERCENT 11.9 8 2 8 9 12 4 13 7 18 1 14 1 12 7 506 3406 TRIPS 862 237 361 637 687 1,005 790 688 5,267 506 3406 PERCENT 16.4 4.5 6.9 12.1 13,0 19.1 15.0 13.1 507 3407 TRIPS 433 188 274 361 345 492 400 400 2,893 507 3407 PERCENT 15.0 6 5 9 5 12 5 11 9 17 0 13 8 13 8 508 3408 TRIPS 255 121 150 359 377 300 235 247 2,044 508 3408 PERCENT 12.5 5.9 7.3 17.6 18.4 14.7 11.5 12.1 509 3409 TRIPS 117 77 90 84 161 148 105 132 914 509 3409 PERCENT 12.8 8 4 9 9 9 2 17 6 16 2 11 5 14 4 510 3410 TRIPS 915 475 546 772 962 1,081 830 827 6,408 510 3410 PERCENT 14.3 7.4 8.5 12.1 15.0 16.9 13.0 12.9 511 3411 TRIPS 484 170 238 562 547 690 451 467 3,609 511 3411 PERCENT 13.4 4 7 6 6 15 6 15 2 19 1 12 5 12 9 512 3412 TRIPS 417 163 238 430 428 548 467 376 3,067 512 3412 PERCENT 13.6 5.3 7.8 14.0 14.0 17.9 15.2 12.3 513 3413 TRIPS 2,077 449 947 1,982 2,168 3,211 2,213 2,289 15,336 of Miami lied for a heciryof ri review eithef 1041 MOBILITY OPTIONS Evaluating unlicensed DynamicPDF feature. Click here for details. [3-111 NOTICE Cormletlon of staff renew Inc kates perm application meets minimum requirements under Miam atandlor Ciyof Miami Coae,onrT is permit application will need to be e schedded Ma publictearing in accordance Mil timelines set forth in the Cilyof Miami Code. The applicable decision -making boywilrewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCson. PZ-18-263 01/22/19 Appendix C Traffic Data Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Turning Movement Counts Evaluating unlicensed Dynamir.lilliatiirP (:link here, fnr LOCATION: SR 933/ NW 12th Ave & NW 28th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 +. 1182 722 61 1073 48 t Peak -Hour: 07:15 AM - 08:15 AM 4 Peak 15-Minute: 07:45 AM - 08:00 AM 6.3 10.2 6.6 6.4 4.2 t Coc wb n 186 65 "t 121 y 255 69 .4 Peak Hour Factor Peak t 134 5.4 9.2 J ♦ 80 Illyyy����...yyyl 3.3 ♦ r 8 188 ' 4.3 1.4 Z .1t t 15.2 ♦ 5.0 r 0.0 4.3 ♦ 4 5 61 I' 4617 19 1150 675 ♦ 1 ♦ � y t 4 r+ 4.4 10.0 10.5 6.1 9.6 t 2 0 ♦ ♦ National Data & Surveying Services 0 3 1 0 ♦ 4 4 ♦ ♦ 2 0 J t 1 5 t t 2 fe-3s48-67r ' r° +to . 2 p ..,..__. 1 f ro 0 2 0 p 4, .,. 4 t r -- L 11. 4, 4 4 4- 0 4 4 6 f t 7` 1 t 4 4,♦a 4 111, ! T`�I J ♦ z" Q . im r c0 ♦ 4 h fr► 2 61 2 ♦ t f h t r+ r - 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 28th St Eastbound NW 28th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 15 130 3 0 10 268 13 1 11 29 17 0 3 17 6 0 523 2237 07:15 AM 07:30 AM 12 130 5 0 9 174 4 0 10 277 19 2 9 245 17 0 13 25 13 0 16 27 17 0 4 25 13 0 0 21 11 0 548 550 2246 2208 07:45 AM 15 157 4 0 16 308 11 0 15 43 23 0 2 14 8 0 616 2166 08:00 AM 9 150 6 0 10 243 14 1 21 26 16 0 2 20 14 0 532 2078 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 7 137 5 0 13 146 2 0 15 130 2 0 Northbound 12 255 16 1 11 241 13 0 8 285 11 2 Southbound 12 14 23 0 10 28 13 0 10 25 14 0 Eastbound 1 17 10 0 4 21 6 0 3 17 6 0 Westbound 510 508 528 Total 1546 1036 528 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 60 696 24 0 4 76 4 8 0 4 0 64 1232 76 8 8 84 8 8 4 8 0 84 172 92 0 12 8 4 12 0 0 4 16 100 56 0 0 12 16 8 0 4 4 26660 236 36 28 ors I1renewindia perm appuotion mum requirements under Miami 21.a nalor the Ciry or Miami .oruY This permit application will need to beuAed4ed fora c rearing In accordancewith timelines set forth in the Ciyof peCode. The applicable decision -making lbaYwitre1Ma permit application at the publk Haring and re der elthea recommendation or a final dedsion. PZ-18-263 01/22/19 Evaluating unlicensed Dynamir.likatiirP (:link here, fnr LOCATION: SR 933/ NW 12th Ave & NW 28th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 687 1346 69 573 45 t Peak -Hour: 04:30 PM - 05:30 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM 4.4 3.7 4.3 4.7 0.0 rnir t Coc P. \ 314 58 tat 102 y 212 52 - Peak Hour Factor t 93 249 1.3 1.7 J ♦149 2.0 y r 7 169 2.8 5.8 , i 4.3 ♦ 0.0 r 14.3 2.4 ♦ 96 t e 96 1195 22i.,, 632 1313 Fm10. 1 ♦ r y f ♦ IN t Il 1.0 3.8 9. 4.9 3.7 p. t 3 0L ♦ ♦ National Data & Surveying Services 0 2 0 4 ♦ 4 5+ ♦ 6 0 J i 3 1 f.161tlF 1$-524 g-Oel 1 -1. 0 + AD • ✓ ♦ ° r ° � � h h t I. ♦ ♦ o p 'C., , z , ("I- 4 t ♦ f% ♦ 4 I'>r 4 1 1 t 4 * `T J t 2 op. .4)4,, ♦ 0 ! ter .II. IQ 41 . 7 4 „ ,p 1 45 2 t r- 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 28th St Eastbound NW 28th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 30 303 4 0 29 268 5 0 12 139 14 1 10 127 16 2 15 28 11 0 9 24 16 0 7 30 20 0 7 30 16 0 614 559 2373 2372 04:30 PM 04:45 PM 05:00 PM 27 288 2 0 22 289 10 0 15 303 2 0 9 145 19 2 7 130 18 2 10 152 16 1 13 22 16 1 16 27 11 0 14 27 12 0 3 38 22 0 0 37 24 0 2 i 38 21 0 607 593 613 2461 2428 2323 05:15 PM 32 315 8 0 14 146 16 0 14 26 13 0 2 36 26 0 648 1710 05:30 PM 05:45 PM 14 255 2 0 20 221 6 0 10 172 21 0 13 109 19 1 12 27 13 0 8 32 12 0 3 25 20 0 6 29 12 0 574 488 1062 488 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 128 1260 40 0 4 56 4 0 4 8 4 56 608 76 8 0 36 8 8 0 4 0 64 108 64 4 4 4 12 20 0 4 0 12 152 104 0 4 0 8 12 0 0 12 2684 140 40 36 ors I1renew IMaa perms application mum requirements under Miami 21.a nalor the Ciry of Miami .orYY Ttas permit application will need to be scheduled fora c rearing In accordance Mil timelines set forth in the Ciyof mi Code. The applicable decision-makingbodywll review permit application at to publk Mating and re da elthe a recommendation or a finaldeaskn. PZ-18-263 01/22/19 Evaluating unlicensed Dynamik-PflF feature (:link here fnr LOCATION: NW 13th Ave & NW 22nd St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ I. 69 65 1 49 19 0 ♦ 4 t Peak -Hour: 07:00 AM - 08:00 AM ♦ Peak 15-Minute: 07:00 AM - 07:15 AM 4- ♦ 29.0 30.6 0.0 24.5 42.1 4 ♦ 4 rnir t � hoc wb 4 15 "t Peak Hour Factor Peak t 5 0.0 53.3 .t t 66.7 47 y • ♦ 1 34.0 ♦ ♦ 0.0 101 39 7 r 1 127 ' 32.7 23.1 7, r 100.0 28.3 4 2 47 s, 89 110 � y t 4 0.0 21.3 19.7 24.7 20.0 t 2 3 ♦ ♦ L National Data & Surveying Services 0 0 0 0 ♦ 4 19 ♦ ♦ 9 0 .tt 1 15 t• t4 , *elPID 0 Z ♦ 0 r 0 ♦ ♦ 17 13 -2\c, I No✓iH f4-3txa �nPL I t 0 0 0 4 . 12 8 , ♦ ♦ 4 ♦� 4 ♦ 4 J.t 2 \ J t 8 16 .0. 111111)10. .11.. 0 9 1 * Z- Q . 4* r Z r ♦�h 4 t r► 0 10 12 ♦ t �h t r+r 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 0 10 12 0 2 18 1 0 2 15 16 0 0 0 1 0 77 285 07:15 AM 07:30 AM 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 1 9 11 0 0 19 15 0 1 9 23 0 10 3 0 0 3 15 0 0 4 13 0 0 5 13 6 0 4 12 8 0 4 7 9 0 1 0 0 0 0 0 1 0 0 1 1 0 59 77 72 272 280 254 1 0 0 0 1 0 0 0 1 1 1 0 1 0 0 0 Westbound 64 67 51 71 Total 253 189 122 71 0 12 18 0 0 11 21 0 3 9 12 0 2 22 14 0 Northbound 3 9 0 0 4 8 0 0 2 6 0 0 3 9 0 0 Southbound 0 12 9 0 2 13 7 0 3 8 5 0 4 5 11 0 Eastbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 4 76 92 0 0 16 16 56 0 0 0 40 72 4 0 24 24 0 12 0 0 0 J 20 60 64 0 12 20 16 40 0 4 0 4 4 4 0 4 0 4 16 0 0 4 444 136 124 8 ors Mrenew ira¢a perms application mum requirements under Miami 21.a nalor the Ciry or Miami .only.This permit application will need to be scheduled fora c rearing In accordance Mil timelines set forth in the Ciyof mi Code. The applicable decision-makingb00YwtIre4e0 permit application at Me publk hearing and re daelthea recommendation or a finaldeoskn. PZ-18-263 01/22/19 Evaluating unlicensed Dynamir.PlnF feature (:link hPri fnr LOCATION: NW 13th Ave & NW 22nd St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 17 54 3 13 1 f Peak -Hour: 04:00 PM - 05:00 PM 4, Peak 15-Minute: 04:15 PM - 04:30 PM 17.6 5.6 0.0 23.1 0.0 rnir t � coc P. 4 S J 40 y 52 7 i Peak Hour Factor t 1 4 0.0 0.0 .tt ♦ 1 7.5 y r 2 78 7.7 14.3 7, 0.0 ♦ 0.0 r 50.0 5.1 ♦ ♦ h t d. 0 48 37 22 85 p ♦ 1 ♦ y ii t ♦ h t 1. 0.0 6.3 2.7 22.7 4.7 p t 0 3 ♦ ♦ National Data & Surveying Services 0 0 0 f% ♦ I. 8 + ♦ 1 0 J t 1 6 t 6 0 ♦ 2, AD \ire 411 r 2 llt•♦ 3 2 I iiiIii..... ok. i4-.344a--00 I4.1 t r► 0 0 3 t ♦ ♦ �+ t ♦ —..— ♦ 4 t - '. . J t .3. 0 3 * fa 0 1 1, 4111> 4. , .0.IQ 1, " ' 41. 4' ♦�h ♦ t 0 . 3 1 ♦ t 7 t 0 r— 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 0 14 9 0 1 2 1 0 1 8 2 0 1 1 1 0 41 158 04:15 PM 0 10 10 0 0 4 1 0 1 16 2 0 0 0 0 0 44 143 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM 0 14 8 0 0 10 10 0 0 2 1 0 0 5 0 0 3 8 3 0 0 8 0 0 0 0 0 0 1 0 0 0 39 34 26 30 30 23 129 120 109 83 53 23 1 8 5 0 1 9 8 0 0 1 6 0 0 7 2 0 0 3 0 0 1 1 0 0 1 6 0 0 0 1 0 0 1 4 3 0 1 0 9 1 0 3 8 5 0 1 10 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 56 40 0 0 8 4 12 0 0 8 4 20 4 0 0 8 0 8 0 0 0 12 64 12 0 0 8 4 20 0 0 8 4 4 4 0 4 0 0 12 4 4 4 224 36 52 28 ors I1renew lraaa perms appuonon mum requirements under Miami 21a nalor de Ciry or Maml .orYy TMs permit application will need to be sched4ed fora c rearing In accordance Mil timelines set forth in the Ciyof mi Code. The apply ble deekbn-malting bndywil review permit application at t e public ',erne and re da ek,ea recommendation or a final dedsion. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] LOCATION: SR 933/ NW 12th Ave & NW 22nd St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 4 1057 687 2 966 89 t Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM 5.5 10.9 50.0 5.2 7.9 rnir t `oc pmb \ " th 2 64 1 30 y Peak Hour Factor i t 31 52 50.0 26.6 ♦ 0 20.0 ♦ t 29.0 ♦ 0.0 129 35 1, 4- 21 126 25.6 28.6 i 4- 33.3 11.9 ♦ ♦ 0 59 r► 592 7 1022 599 ♦ 1 ♦ � fy} t ■ ♦ h t 14 0.0 6.3 2e.6 6.6 8.5 t 0 0 "11 National Data & Surveying Services 1 2 0 ♦ 4 9 ♦ ♦ 6 0 1 t i 3 t ♦ 1 W- 4 4 f- IA a�' ) 18-B9:48-oa3, 1 ♦ 0 1 ♦ ♦ 0 4'0 -11. -,,F , , 0 p ` 0 1 1 ♦ t 4'' 1 50 7 ♦ 4 4.4 4 s t9 s t 17 - r ,01 Z- + 4' r7 ♦—h 1, ♦ t r► as 2 ♦ t h t el- 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Total Hourly Total Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' 07:00 AM 0 143 2 0 13 229 1 0 6 6 12 0 3 0 10 0 425 1821 07:15 AM 07:30 AM 0 130 3 0 0 154 3 0 16 253 1 0 19 228 0 0 10 7 13 0 19 7 10 0 4 0 8 0 3 0 11 0 445 454 1837 1800 07:45 AM 0 159 1 0 26 266 1 0 19 5 7 0 7 0 6 0 497 1810 08:00 AM 0 149 0 0 28 219 0 0 16 11 5 0 7 0 6 0 441 1734 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 0 145 5 0 0 143 2 0 0 123 4 0 Northbound 21 183 0 0 32 252 3 0 23 239 0 0 Southbound 20 10 10 0 8 2 14 0 10 6 5 0 Eastbound 8 0 6 0 3 0 5 0 9 0 2 0 Westbound 408 464 421 Total 1293 885 421 Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R* Left Thru Rgt U R` All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 636 12 0 0 60 8 0 0 4 4 112 1064 4 0 16 68 4 0 0 8 4 76 44 52 0 24 12 20 16 0 4 0 28 0 44 0 12 0 12 12 0 0 4 2072 236 :28 28 ors Mrenew ira¢a perms application mum requirements under Miami 21.a nalor the Ciry or Miami .006 Ibis permit application will need to be scheduled fora c reannq In accordance with timelines sec forth in the Ciyof mi Code. The applicable decision-makingbn9Ywllre*Mv permit application at the publk Mating and re da elthef a recommendation or a finaldeoskn. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] LOCATION: SR 933/ NW 12th Ave & NW 22nd St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 562 1308 0 539 23 0 ♦ 4 t Peak -Hour: 04:30 PM - 05:30 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM ♦ ♦ 4.6 3.9 0.0 3.9 21.7 4 ♦ 4 rnir t Coc pub \ 39 .1' Peak Peak Hour Factor 8, 97 0.0 2.6 J t 4.9 7 * 0.90 ♦ 0 0.0 ♦ ♦ o.o 61 15 Z r 16 40 4.9 13.3 Z r 0.0 12.5 ♦ 4 ti t r► 1188 10 570 1199 ♦ ♦ � '�' � t ♦ ti t r+ 0.0 3.9 0.0 4.0 3.8 t 0 0 .1. ♦ National Data & Surveying Services 1 5 1 ♦ 4 2 ♦ ♦ , , J t o „ t• t 7 1 4 it_ 4,4 le- 5.2 '2" oa'3 , 1 ♦ 0 1 ,/% ♦ 0 r o ♦ ♦ !6 / h t r► 0 0 �` 4 0 ♦ t ♦ 0 21 5 4 ♦ 4 4- i 4 _ J t 1 .t.t4 r-- . -o. 404> in 0 2 Z r 0 Tov .0. Z- 1;) a 41. 4' il ♦ t e 0 46 0 t 7 t 0 r- 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 0 283 1 0 0 266 1 0 11 124 2 0 10 137 0 0 13 2 3 0 13 7 4 0 4 0 39 0 4 0 20 0 482 462 1884 1848 04:30 PM 04:45 PM 05:00 PM 0 307 4 0 0 279 4 0 1 276 0 0 6 127 0 0 5 137 0 0 6 119 0 0 12 0 4 0 12 2 4 0 7 2 3 0 2 0 12 0 4 0 19 0 7 0 25 0 474 466 446 1919 1888 1860 05:15 PM 0 326 2 0 6 156 0 0 8 3 4 0 3 0 25 0 533 1414 05:30 PM 05:45 PM 0 237 1 0 0 267 1 0 7 151 1 0 3 134 0 0 6 4 6 0 11 3 2 0 4 0 26 0 1 0 16 0 443 438 881 438 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 4 1304 16 0 0 60 0 0 4 8 0 24 624 0 0 8 32 0 0 4 8 4 48 12 16 0 4 0 4 24 4 4 0 28 0 100 0 0 0 8 16 0 0 0 1115 40 36 ors Ir renew lraaa pern appuonon mum requirements under Miami 21.a nalor the Ciry of Miami ,odd This permit application will need to be scheduled fora c rearing In accordance Mil timelines set forth in to Ciyof mi Code. The applicable decision -making hotly. review permit application at t e publk Manng and re da elthea recommendation or a final dedskn. PZ-18-263 01/22/19 Evaluating unlicensed Dynamir 6iira C:lirk hares fnr LOCATION: NW 13th Ave & NW 21st Terrace PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦4,1 101 128 37 64 0 ♦ 4 t Peak -Hour: 07:30 AM - 08:30 AM 4 Peak 15-Minute: 07:45 AM - 08:00 AM ♦ ♦ 26.7 19.7 43.2 17.2 0.0 0 ♦ 4 t `oc pub 50 30 at 0 y 44 14 "4 Peak Hour Factor 0 0 34.7 40.0 ♦ o yyy����yyyl o.o it. r 0 0 ' 38.6 35.7 "4 0.0 ♦ 0.0 r 0.0 0.0 ♦ 4 t IT 133 98 0 78 111 ♦ ♦ 1^ 1 � � t 4 h t r� 7.7 13.3 0.0 20.0 12.6 p -0.' t 00 H♦ National Data & Surveying Services 1 0 0 ♦ 4 ,♦ ♦ 0 0 J t 0 2 t t 0 41 T_ No,44 0 -0. , 1 A . 4-0 r 0 --11,. -,,F ....„savr- 0,4. 1 +to f to ♦ 0 3 16 11 0 p t 10 0 0 p ♦ 0 ♦ 4 4.1♦ 4 _♦ 26. o ♦ ♦a o * Z' (;) . 4* r Z r0 ♦ ♦ h t to 1 13 0 p♦ h t r► 1 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 2 14 0 0 1 16 0 0 0 22 9 0 0 14 9 0 7 0 2 0 11 0 4 0 0 0 0 0 0 0 0 0 56 55 242 250 07:30 AM 4 26 0 1 0 15 4 0 5 0 3 0 0 0 0 0 58 256 07:45 AM 5 25 0 0 0 15 10 0 15 0 3 0 0 0 0 0 73 250 08:00 AM 08:15 AM 0 21 0 1 2 26 0 0 0 21 11 0 0 13 12 0 5 0 4 1 4 0 4 0 0 0 0 0 0 0 0 0 64 61 240 176 0 10 8 0 0 12 3 0 I Southbound I. 6 0 3 0 8 0 5 0 Eastbound 0 0 0 0 0 0 0 0 Westbound 52 63 Total 115 63 08:30 AM 08:45 AM Peak 15-Min Flowrates 4 20 0 1 3 32 0 0 Northbound Left Thru Rgt_ U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 20 104 0 4 4 16 0 8 0 0 0 0 84 48 0 0 16 24 0 0 4 0 60 0 16 4 28 0 12 12 0 0 4 0 0 0 0 0 0 0 0 0 0 0 340 100 :20 8 ors Ir renewira¢a perms appuonon um requirements under Miami 21a nalor the Ciry oI Miami.underoruy This permit application will need to be scheduled for a c rearing In accordance Mil timelines set forth in theeiyof mi Code. The applicable decision -making hotly. reue.v permit application at the publk bearing and re des elthea recommendation or a finaldeoskn. PZ-18-263 01/22/19 Evaluating unlicensed DynamirtIMWature. Click here for details. [31:45:d17] LOCATION: NW 13th Ave & NW 21st Terrace PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 4. ♦4.1 22 80 4 18 0 ♦ 4 t Peak -Hour: 04:00 PM - 05:00 PM 4 Peak 15-Minute: 04:30 PM - 04:45 PM ♦ ♦ 18.2 5.0 25.0 16.7 0.0 4 ♦ 4 rni t `oc pub 10 2 J Peak Hour Factor t 0 0 12.5 0.0 J t 0.0 i, ♦ ♦ 0 lyF��y 0.0 ♦ .400.0 6 Z r o o + 0.0 0.0 Z r 0.0 0.0 ♦ 4. h t to 6 78 0 24 84 ♦ 1 ♦ ^} t 4 t Ire 0.0 5.1 0.0 ,1.5 4.8 t 0L ♦ ♦ National Data & Surveying Services 0 4 0 ♦ 4 ♦a 4. o , .1, t o o t t o fr _Noof, o -0. 2 Z A •r 4- o o .11. 41 t r• 41 ♦ 1 3 0 4 4 I. p t ♦ _._. o 2 0 4 4 _ J t �`o J t u o T 0 *I. 4110t010. ♦ 0 o f 4' o 1 ♦ i- Q ♦ r 4 o a o t 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Total Hourly Total Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R 04:00 PM 04:15 PM 0 20 0 2 1 18 0 0 0 2 2 0 0 5 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 28 25 114 107 04:30 PM 1 24 0 0 0 7 0 0 0 0 2 0 0 0 0 0 34 104 04:45 PM 2 16 0 0 0 4 1 0 1 0 3 0 0 0 0 0 94 05:00 PM 05:15 PM 05:30 PM 05:45 PM 0 13 0 0 2 16 0 0 2 7 0 2 2 11 0 0 0 4 1 1 0 3 0 0 0 10 1 0 0 3 0 0 1 0 1 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _27 21 22 24 16 83 62 40 16 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 8 96 0 8 0 8 0 8 0 4 0 0 28 8 0 0 8 4 4 0 12 0 4 0 12 0 0 0 0 8 4 0 8 0 0 0 0 0 0 0 0 0 0 0 164 20 :20 28 ors I1review iraca perm application .um requirements under Miami 21a ndlor the Ciy or Maml orgy This permit application will need to be scheduled fora c rearing In accordance c timelines set forth in the Ciyof mi Code. The applicable deekbn-malting brMwil review permit application at the publk Mating and re da ek,e a recommendation or a final dedsion. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] LOCATION: SR 933/ NW 12th Ave & NW 21st Terrace PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 1021 605 44 977 0 4 ♦ 4 t Peak -Hour: 07:15 AM - 08:15 AM 4 Peak 15-Minute: 07:45 AM - 08:00 AM ♦ ♦ 7.1 8.8 29.5 6.0 0.0 4 ♦ 4 rnir t Coc pub 44 0 J Peak Hour Factor t 10 10 29.5 0.0 J t 10.0 o ♦ 0.97 ♦ 0 yyF�^yI 0.0 ♦ ♦ 0.0 36 36 .1, 4- 0 21 13.9 13.9 i 4- 0.0 4.8 ♦ t. h t r► o sss z, 1013 616 ♦ 1 ♦ p fy} t ■ ♦ 0 8. r► 0.0 6.7 4.8 6.3 8.6 4. t 3 ♦ National Data & Surveying Services 0 0 4 ♦ 4 94 ♦ 8 0 J t o 9 t t 2 o ♦ 1 ��` ♦ o 4' o -11. ♦ 1 `�I , t f 0 2 0 t t ss 0 �lI� ♦1a ♦ 4 ♦ 4 — J t J t 1 . -11. im 0 5.. o 41. i' Q + 4* 4' e ♦h ♦ t e ♦ h t r►Ir ♦ 0 52 , t 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Total Hourly Total Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' 07:00 AM 0 136 5 0 0 218 14 0 0 0 9 0 0 0 4 0 386 1669 07:15 AM 07:30 AM 0 126 5 0 0 167 7 0 0 261 13 0 0 243 3 0 0 0 8 0 0 0 11 0 0 0 1 0 0 0 3 0 414 434 1683 1614 07:45 AM 0 149 3 0 0 254 16 0 0 0 8 0 0 0 5 0 435 1607 08:00 AM 0 153 6 0 0 219 12 0 0 0 9 0 0 0 1 0 400 1597 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 0 137 3 0 0 145 5 0 0 139 9 0 Northbound 0 177 15 0 0 246 16 0 0 250 14 0 Southbound 0 0 11 0 0 0 12 0 0 0 10 0 Eastbound 0 0 2 0 0 0 3 0 0 0 3 0 Westbound 345 427 425 Total 1197 852 425 Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R` All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 668 28 0 0 68 4 4 0 4 0 0 1044 64 0 0 72 16 12 0 8 0 0 0 44 0 0 0 8 20 0 0 4 0 0 20 0 0 0 4 16 0 0 0 I1 2 :52 16 ofs Ir renew IMaa pern appbotion .um requirements under Miami 2t a nalor the ciy oI Miami only This pemitappliea0a, will need to be scheduled fora c hea nng i n accordance with timelines set forth in the Ciy of mi Code. The applicable decision -making hotly. re*Mv permit application at the publk Manna and re da ek,e recommendation or a finaldeacon. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] LOCATION: SR 933/ NW 12th Ave & NW 21st Terrace PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 4. ♦ 593 1158 3 590 0 0 ♦ 4 t Peak -Hour: 04:45 PM - 05:45 PM 4 Peak 15-Minute: 05:15 PM - 05:30 PM ♦ ♦ 3.0 4.0 66.7 2.7 0.0 4 ♦ b rnir t coc m,b \ M th 3 0 1 Peak Hour Factor t 25 25 66.7 0.0 J t 12.0 o ♦ ♦ 0 lyF��y 0.0 4. ♦ 0.0 4 4 i r o 10 + 50.0 50.0 ` + r 0.0 10.0 .7, 4. t 0 1133 10 594 1143 . ^p ti t 4 0.0 3.8 100 3.0 3.8 . t i 0 . L National Data & Surveying Services 0 5 Lo 54 _ .1,0 o f t 1 8 t t 8 1 0 Op,s� 0 1 ✓r ♦ 0 r 1 ♦ ♦ 0 0 lii1 Nam, -- I'SO h t r► 0 4 0 ♦26:;r: t 11 1 t 0 a� TI . -10. 404> 4. . 1.4. I 4. ih Q .1- I ♦ t t r+r- ♦ 0 43 t 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Total Hourly Total Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 0 279 0 0 0 268 1 0 0 280 3 0 0 125 1 0 0 142 0 0 0 137 1 0 0 0 2 0 0 0 4 0 0 0 0 0 0 0 3 0 0 0 6 0 0 0 4 0 410 421 425 1706 1708 1760 04:45 PM 05:00 PM 0 301 6 0 0 261 2 0 0 135 1 0 0 138 1 0 0 0 1 0 0 0 1 0 0 0 6 0 0 0 9 0 450 412 1765 1685 05:15 PM 0 311 1 0 0 152 1 0 0 0 1 0 0 0 7 0 473 1273 05:30 PM 0 260 1 0 0 165 0 0 0 0 1 0 0 0 3 0 430 800 05:45 PM 0 239 0 0 0 129 0 0 0 0 1 0 0 0 1 0 370 370 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 1244 24 0 0 52 4 0 0 16 0 0 660 4 0 0 20 4 0 0 8 0 0 0 4 0 0 0 4 28 0 0 0 0 0 36 0 0 0 8 12 4 0 4 1972 92 40 32 ors I1renew ira¢a perms appuo9cn .um requirements under Miami 21a nalor Ne Ciry or Maml orgy Trgs permit application will need to be scheduled fora c reannq In accordance with timelines set forth in the Ciyol mi Code. The apply ble deeeon-rral ing bn5Ywilre* .v permit application at the publk',erne and reds ek,ea recommendation or a finaldeacon. PZ-18-263 01/22/19 Evaluating unlicensed Dynaminl .featt,rP (:link hPri fnr LOCATION: NW 13th Ave & NW 21st St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 81 108 14 56 11 f Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 07:30 AM - 07:45 AM 18.5 11.1 35.7 10.7 36.4 rnir f � Coo pub 44 21 at 25 ay 83 37 i Peak Hour Factor t 17 35 15.6 14.3 a, ♦ 9 Illyyy����...yyyl 12.0 ♦ r 9 56 ' 9.6 5.4 Z itt t 11.8 ♦ 11.1 r 22.2 14.5 ♦ 4 h t r• 21 70 20 102 1,1 ♦ 1 ♦ � y � t 4 e 4.8 8.6 10.0 9.8 8.1 p -1. t 1 4 ♦ ♦ L National Data & Surveying Services 0 2 0 0 ♦ 4 1♦ ♦ 2 1 J t 0 2 t t 9 Its,ix,-b.-pl]i3 0 ♦ 0 1 ♦ 0 r 0 . 4- p , ���vtV�J� ♦ 5 6 3 t _.....„1,, ♦ J ♦ 4 ♦ 4 ♦ 4 t 2 ,,..„ J t 3i / 3 il,' OP 2*. 1 2 * Z- Q , 4* r z r2 I ♦ hr_ t r6 ♦ h t r+ ♦ 1 2• n— t 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 21st St Eastbound NW 21st St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 6 13 8 0 6 12 8 0 3 14 3 0 2 10 5 0 0 5 7 0 1 2 3 0 4 3 2 0 4 0 6 0 68 59 288 297 07:30 AM 5 23 11 0 2 12 4 1 2 6 5 0 3 4 4 0 82 310 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 4 19 3 0 8 13 2 0 4 15 4 0 1 12 4 0 3 20 4 0 4 12 2 0 7 10 9 0 5 6 11 0 6 3 12 1 1 3 6 0 1 2 2 0 4 0 5 0 79 77 72 52 69 Total 280 270 193 121 69 3 12 8 0 1 23 4 0 Northbound 3 8 1 0 2 9 4 0 I Southbound I. 7 3 3 0 9 4 9 0 Eastbound- 2 2 0 0 1 1 2 0 Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 32 92 44 0 4 12 8 12 0 0 0 16 80 16 4 8 8 8 12 0 8 0 28 40 48 4 8 8 8 8 4 0 0 16 16 24 0 4 4 8 32 0 0 0 460 88 64 12 ors I1renew IMaa perms application mum requirements under Miami 21.a nalor de Ciry or Miami .oriY This permit application will need to be sched0ed fora c rearing In accordance Mil timelines sec forth in the Ciyof mi Code. The applicable decision -making bneewllre* .v permit application at Me publk Mating and re da ek,e a recommendation or a finaldeoson. PZ-18-263 01/22/19 Evaluating unlicensed Dyna"'F feature. Click here for details. [31:45:d17] LOCATION: NW 13th Ave & NW 21st St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦4.1 30 79 3 22 5 ♦ 4 t Peak -Hour: 04:30 PM - 05:30 PM 4 Peak 15-Minute: 05:15 PM - 05:30 PM ♦ ♦ 6.7 7.6 0.0 9.1 0.0 4 ♦ 4 —e rn t Coc wb \ M 24 4 J Peak Hour Factor t 8 23 0.0 25.0 J t 25.0 11 4. Am 6 0.0 o.o 37 22 Z r 9 35 5.4 4.5 Z r 22.2 22.9 ♦ ♦ ti t go 15 67 19 53 101 ♦ 1 ♦ y t 4 t to 0.0 4.5 42.1 9.4 10.9 t 1L ♦ ♦ National Data & Surveying Services 1 2 1 ♦ 4 ♦ 4,5 0 .1,t 3 1 t•t ><�. 2 yAD z • r ♦ r 9 1 F + �1 0 0 0 4 t gip ` 4* ♦ 4 ♦ 4 *� 4 ♦ 4 _♦ J t 2 +�*{ J t 1 o ♦ iltp. wo i 1.r2 4.Q . . 4- r ♦ h t to ♦ h t 0r 4 0 3 0 t 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 21st St Eastbound NW 21st St Westbound Total Hourly Total Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R 04:00 PM 04:15 PM 6 20 2 0 5 18 7 0 1 2 1 0 2 3 0 0 0 2 1 0 1 3 6 0 3 1 1 0 1 0 0 0 40 46 184 184 04:30 PM 04:45 PM 05:00 PM 4 19 4 0 2 17 6 0 8 12 3 0 1 10 1 0 1 5 1 0 1 4 0 0 0 2 3 0 1 3 4 0 1 2 6 0 3 1 4 0 3 3 0 0 2 1 0 0 52 46 40 191 190 179 05:15 PM 1 19 6 0 2 3 1 0 2 4 9 0 1 1 4 0 53 139 05:30 PM 05:45 PM 6 11 5 1 4 9 5 0 2 5 1 0 1 6 0 0 3 2 13 0 1 3 5 0 0 2 0 0 0 0 1 0 51 35 86 35 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 32 76 24 0 0 4 12 16 0 0 0 8 40 4 0 0 4 0 4 4 4 4 8 16 36 0 4 0 4 4 0 4 0 12 12 16 0 4 0 8 8 0 4 8 284 40 :32 28 ors Ir renew IMaa pern appbotion mum requirements under Miami 21.a nalor the Ciry oI Miami ,odd This permit application will need to besciteauled fora c rearing In accordance Mil timelines set forth intia Ciyof mi Code. The applicable decision -making hotlywtI review permit application at the public Manna and re da ek,e recommendation or a finaldeacon. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] LOCATION: SR 933/ NW 12th Ave & NW 21st St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 977 606 2 975 0 t Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:30 AM - 07:45 AM 5.9 7.1 0.0 5.9 0.0 rnir t Coc m,b \ M th 2 0 J Peak Hour Factor t 0 0 y^, 0.0 0.0 J t 0.0 20 20 Z r 0 0 0.0 0.0 Z r 0.0 0.0 ♦- ♦ 60 r►p♦♦�h 04. 606 0 995 606 1^ t ♦ t 14p 0.0 7.1 0.0 5.8 7.1 t 7 3 .PI.♦4 National Data & Surveying Services 0 4 0 ♦ 4 s♦ ♦ o o f t o 6 t t 0 f0,2o T I I o ♦ 0 ��` lVJ ♦ o r 6 2 ■l ; i 0 4 o . , I. . o sa o 4.0 4 4 4. � ♦ 4 _ J t } 1IT J t 6 0 1 . -11. .4.. . 0 1 0+ -o. Q 4* r ♦ r ♦ 4 h t r► 0 43 0 ♦ t � h t I* r - 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 21st St Eastbound NW 21st St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 0 142 0 0 0 223 0 0 0 0 6 0 0 0 0 0 371 1590 07:15 AM 0 130 0 0 0 252 1 0 0 0 2 0 0 0 0 0 385 1603 07:30 AM 0 168 0 0 0 265 1 0 0 0 7 0 0 0 0 0 441 1591 07:45 AM 08:00 AM 0 154 0 0 0 154 0 0 0 233 0 0 0 225 0 0 0 0 6 0 0 0 5 0 0 0 0 0 0 0 0 0 393 384 1588 1591 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 0 140 0 0 0 150 0 0 0 140 0 0 Northbound 0 226 1 0 0 284 1 0 0 249 1 0 Southbound 0 0 6 0 0 0 3 0 0 0 6 0 Eastbound 0 0 0 0 0 0 0 0 0 0 0 0 Westbound 373 438 396 Total 1207 834 396 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 672 0 0 0 48 0 4 0 8 0 0 1060 4 0 0 88 0 12 0 8 0 0 0 28 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 6y 44 16 ors I1renew ira¢a perms appbotion mum requirements under Miami 2t a nalor the Ciry or Miami.underoruY This pemitapplioton will need to be scheduled fora c reannq In accordance with timelines set forth in the Ciyof mi Code. The applicable decision -making bopOwtlre* .v permitapptirztion at the publk hearing and re da emhea reco menaabon or a finaldeoskn. PZ-18-263 01/22/19 Evaluating unlicensed DynaminGINEfeatiire Clink hPri fnr LOCATION: SR 933/ NW 12th Ave & NW 21st St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 606 1133 2 604 0 04 4 f Peak -Hour: 04:45 PM - 05:45 PM + Peak 15-Minute: 05:15 PM - 05:30 PM ♦ ♦ 2.8 4.2 0.0 2.8 0.0 so i 4 t Coc wb n 2 O J o y 22 22 i Peak Hour Factor i 0 0 0.0 0.0 .tZ ♦o 0.0y r 0 0 27.3 27.3 : 0.0 ♦o.o r 0.0 0.0 ♦ ir 0 t r► 0 1133 0 626 1133 ♦ 1 ♦ y ii t ♦ h t v. 0.0 4.2 0.00 3.7 4.2 p _. t 9 3 ♦ ♦4.1 National Data & Surveying Services 0 4 0 ♦ 4 2 + ♦ 0 2 .1't o 41 t6 T lycr4`• 1 i oz io y ♦ 2 9 e6�3A�e — { ale I 1 h t t 1 3 0 ‘wmilLiii [ 0 17 0 � � �% 4,4 �r Jt 0 .1.i o r-. I 0 -ip. 4- o 6 i j- o • I -o• i" 11Q , 4- r — h t r. — ♦ t 0 4.t . 46 0 r7 r— 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 21st St Eastbound NW 21st St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 0 279 0 0 0 262 0 0 0 274 0 0 0 130 0 0 0 152 1 0 0 134 0 0 0 0 7 0 0 0 9 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 416 424 413 1710 1708 1748 04:45 PM 05:00 PM 0 307 0 0 0 269 0 0 0 145 1 0 0 141 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 457 414 1761 1693 05:15 PM 0 301 0 0 0 156 0 0 0 0 7 0 0 0 0 0 464 1279 05:30 PM 0 256 0 0 0 162 1 0 0 0 7 0 0 0 0 0 426 815 05:45 PM 0 254 0 0 0 130 0 0 0 0 5 0 0 0 0 0 389 389 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 0 1225 0 0 0 56 0 20 4 8 0 0 648 4 0 0 20 0 20 0 8 0 0 0 28 0 0 0 8 8 4 0 0 0 0 0 0 0 0 0 0 0 0 0 1906 84 48 24 ors I1renew IMaa perm application mum requirements under Miami 21.a nalor de Ciry or Miami .o0Y This permit application will need to be schedJed fora c rearing In accordance Mil timelines sec forth in to Ciyof mi Code. The applicable decision-makingbn0Ywil review permit application at the publk Mating and re da elthe a recommendation or a finaldeoaon. PZ-18-263 01/22/19 Evaluating unlicensed DynamirtMF feature Click here fnr,41 LOCATION: NW 17th Ave & NW 20th St PROJECT ID: 18-03278-0 ' CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ I. 504 419 60 305 139 0 ♦ 4 t Peak -Hour: 08:00 AM - 09:00 AM 4.6.5 Peak 15-Minute: 08:00 AM - 08:15 AM ♦ ♦ 5.5 10.0 7.2 3.6 0 ♦ 4 rn t c« pnd 698 82 Peak Hour Factor t 58 683 9.0 4.9 a� t 10.3 910 ♦ ♦ 553 4.8 a♦ ♦ 9.9 1075 83 1 r 72 1167 ' 4.7 2.4 11, II r 8.3 4.9 ♦ ♦ h t IT 85 279 118 460 482 ♦ ♦ � 7...) t ♦ e 2.4 4.7 6.8p 6.5 4.8 - t 7 6 ♦ ♦ L National Data & Surveying Services 0 2 0 0 ♦ 4 5 ♦ ♦ ,1 0 .tt 0 5 t t t 2 I I 1 ♦ 0 ♦ + 403 r 0 . p ♦ t - 6 22 5 ♦ e ♦ 4 ♦ 0 ♦ 4 4 J t 1 t 6 1 1 l 44 ♦ ♦a 55 6 2 wil, ♦ i' Q ' 4* r r ♦ 2 13 8 t r- 15-Min Count Period Beginning At NW 17th Ave Northbound NW 17th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 07:30 AM 07:45 AM 19 60 46 0 15 59 34 0 21 68 48 0 21 61 27 0 26 57 13 0 26 70 15 0 24 70 9 0 39 89 20 0 32 207 24 0 20 234 21 0 31 241 26 0 24 183 17 0 27 123 14 0 22 128 5 0 19 125 16 0 20 91 9 0 648 649 698 601 2596 2677 2705 2670 08:00 AM 34 66 40 0 41 63 15 0 18 250 21 0 13 156 12 0 729 2744 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 15 70 22 0 16 74 28 AIL 20 69 28 Northbound 31 71 17 0 34 87 13 0 33 84 15 0 Southbound 20 238 18 0 25 203 27 0 19 219 17 0 Eastbound 22 137 16 0 19 122 15 0 18 138 15 0 Westbound 677 663 675 2015 1338 675 Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 136 296 160 0 4 28 16 4 8 0 4 164 348 68 0 8 28 12 20 0 4 0 100 1000 108 0 12 56 4 20 0 4 0 88 624 64 0 12 96 12 20 0 12 0 3156 288 64 32 Mon of staff renew uakates perm application meets um requirements under Miami 21a nalor the Ciy of Miami. only. This application MI need to bescheduled fora c fearing In accordance C timelines set forth in theeiyof mi Code. The applicable decision -making bnaYwitrewMa permit application at the publk hearing and render ek,sa recommendation or a final dedsfon. PZ-18-263 01/22/19 Evaluating unlicensed Dynamik-PflF feature (:link hPri fnr LOCATION: NW 17th Ave & NW 20th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 459 579 82 288 89 t Peak -Hour: 04:45 PM - 05:45 PM + Peak 15-Minute: 05:30 PM - 05:45 PM 1.5 3.1 2.4 1.7 0.0 f , co, wb n 1175 120 J 537 ay 742 85 1, Peak Hour Factor t 89 1200 3.0 3.3 J ♦ 992 4.1 ay r 119 712 3.9 3.5 7, i 1.1 ♦ 3.0 r 0.8 3.6 ♦ t h t d.mill,1 86 101 370 86 492 557 ♦ y ii t t .1t 1. 3.0 3.5 4.7 1.8 3.6 p t 12 4 ♦ ♦ National Data & Surveying Services 0 5 1 41 ♦ 4 7 + i 6 0 J t 1 11 t t 4 s 1 I 1 2 4,41.4 1 `✓r r ° 4-p 3 2 4 j y n9oa.w- reW S--� .It r► 0 7 3 4- 4 t -..v--- 2 5 0 ♦ 41 ♦ 4 ♦ ♦ 4 4 J *E 1 J im 11 l 22 ♦ 11100. in 30 3 1, j. 1 a♦ Z.- IQ , 4. r ♦ h t 0 ♦ t 0 t 3 13 4 7 t 15-Min Count Period Beginning At NW 17th Ave Northbound NW 17th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 31 93 26 0 31 87 25 0 34 71 19 0 18 73 21 0 19 59 24 0 21 62 17 0 32 111 15 0 15 106 19 0 25 143 20 0 38 223 22 0 30 245 19 0 25 258 22 0 703 679 717 2819 2870 2909 04:45 PM 05:00 PM 05:15 PM 28 104 13 0 26 84 14 0 19 91 27 0 23 72 18 0 23 68 27 0 21 70 21 0 24 127 16 0 35 147 21 0 31 132 23 0 26 247 21 1 32 250 27 0 30 237 16 0 720 754 718 2958� 2947 2193 05:30 PM 28 91 32 0 22 78 16 0 30 131 25 0 30 258 25 0 766 1475 05:45 PM 23 78 26 0 15 63 25 0 31 149 20 0 33 230 16 0 709 709 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 112 416 128 0 4 24 8 8 0 24 8 92 312 108 0 0 12 8 24 4 12 0 140 588 100 0 4 24 8 28 0 4 4 128 1032 108 4 4 40 4 20 0 8 4 3268 140 80 68 ors rcrenew ira¢a perms appuonon mum requirements under Miami 21a nalor de Ciy or Maml .or1Y Tlws pemitapgiea5a, will need to be scheduled fora c rearing In accordance Mil timelines set forth in the Ciyof mi Code. The applicable dedslon-malung bodywilrevie.v permitapgirationatMier publk r anne and re daek,ea recommendation or a finaldeoskn. PZ-18-263 01/22/19 Evaluating unlicensed Dynamik.PlnF feature (.link here fnr LOCATION: NW 14th Ave & NW 20th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 305 172 47 238 20 t Peak -Hour: 08:00 AM - 09:00 AM .45.2 Peak 15-Minute: 08:00 AM - 08:15 AM 4.7 8.5 4.2 10.0 c t pub Ih 665 53 1 Peak Hour Factor 27 756 9.2 11.3 0.0 810 ♦ ♦ 534 4.6 ♦ ♦ 8.4 1073 210 1 r 195 987 ' 4.7 3.3 7, IIt r 6.7 4.5 ♦ 4 h t I. 84 92 157 643 333 ♦ 1 ♦ � J'�'} � t ! 4 e 14.3 2.2 3.2 4.7 5.7 p -1.,' t 1 6 ♦ ♦ L National Data & Surveying Services 0 i 0 0 ♦ 4 04 ♦ 0 0 J t 0 0 t t t 0 I 2 ♦ 1 " As, ♦ ♦ 2 r 0 4-1 2 2 Nrr+a^ t6-34 t�oav 1 ., t f o 0 .. 4 t .� 4 10 2 -� L 'N- 4 4 ,.. J t6 J t 6 / ]1 37 ♦ Op 41. 45 p 13 a♦ i Q ' ' 4 r Z +i f 0 f 0 712 4 2 5 t r- 15-Min Count Period Beginning At NW 14th Ave Northbound NW 14th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 07:30 AM 07:45 AM 16 19 19 0 15 15 26 0 20 17 29 0 13 17 36 0 2 45 6 0 3 62 11 0 2 67 9 0 4 83 8 0 15 207 36 0 19 204 53 0 12 212 48 0 8 178 40 0 61 142 4 0 46 123 3 0 60 136 5 0 57 121 4 0 572 580 617 569 2338 2422 2463 2458 08:00 AM 16 23 33 0 4 60 9 0 19 242 44 0 54 146 6 0 656 2467 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 23 22 44 0 13 24 41 h. 32 23 39 Northbound 5 69 17 0 6 64 9 0 5 45 12 0 Southbound 8 188 45 0 10 186 66 0 16 194 55 0 Eastbound 57 133 10 0 50 141 2 0 34 114 9 0 Westbound 621 612 578 1811 1190 578 Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 128 96 176 0 20 4 8 12 0 4 0 24 276 68 0 4 20 4 12 0 4 0 76 968 264 0 8 40 12 0 0 8 4 228 584 40 0 24 68 0 0 0 4 0 0 212 :24 24 NOTICE mum reebon of staff renew Indicates t ates pera pptiotion meets requirements under Miami 21.a nalor the Ciry of Miami only. This permit application will need to be scheduled fora c fearing In accordance Mil timelines sec forth in theeiyof mi Code. The applicable decision -making hotly. review permit application at ere publk hearing and render elthsa recommendation or a final dedsfon. PZ-18-263 01/22/19 Evaluating unlicensed Dynamic-P1F feature (:link hPri fnr LOCATION: NW 14th Ave & NW 20th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 142 404 45 83 14 f Peak -Hour: 04:00 PM - 05:00 PM ,I,2.8 Peak 15-Minute: 04:00 PM - 04:15 PM 4.0 6.7 1.2 0.0 t c« pn6 "^ Ih 1234 42 : 557 ♦ 688 89 1, Peak Hour Factor i 24 1034 4.1 11.9 .1.L ♦ 920 lyF��y 5.0 ♦ r 90 884 + 5.1 2.2 i 20.8 ♦ 4.6 r 2.2 3.8 mil. ir II t ep 269 338 313 262 920 4. y ii t ♦ II * 0 1.9 1.8 1.9 1.9 1.8 F-. t 2 2 ♦ ♦ National Data & Surveying Services 0 1 0 41 ♦ 4 1+ 4,0 0 J /� t 0 to 0 z ..�, r o ♦ ♦ 3 2 p n1�rti l6-Slkt-ocg h t ro 0 1 0 1 t t y- -� . \\ L 4 i 4 1 t J t 5 5 � 28 mil.faa 42 2 1. r2 .0. Z 11Q 41. r st ♦ t ♦ t 0 - ♦ 6 5 6 6 7 t r 15-Min Count Period Beginning At NW 14th Ave Northbound NW 14th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 63 87 92 0 4 18 14 0 9 136 26 0 27 248 7 0 731 2784 04:15 PM 04:30 PM 04:45 PM 67 75 62 0 62 71 67 0 77 105 92 0 3 27 12 0 0,.m44 15 0 7.Ml, 4 0 16 121 17 0 8 164 24 0 9 136 22 0 19 203 5 0 24 241 7 0 20 228 5 0 627 697 729 2711 2756 2689 05:00 PM 05:15 PM 05:30 PM 05:45 PM 0 35 14 0 0 20 14 0 3 32 7 0 1 32 6 0 21 223 4 0 18 263 10 0 25 212 4 0 12 232 3 0 658 672 630 618 2578 1920 1248 618 42 75 53 0 52 55 52 0 64 64 50 0 30 52 45 0 12 158 21 0 13 153 22 0 11 143 15 0 15 170 20 0 Peak 15-Min Flowrates Northbound _ Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 308 420 368 0 8 12 12 12 0 4 0 28 108 60 0 0 4 8 8 0 4 0 64 656 104 0 8 36 8 8 0 16 0 108 992 28 0 4 52 8 0 0 8 0 3244 160 28 32 NOTICE rriplbperm on of staff review perapplication meets mum requirements under Miami 21a ndlor the Ciy of Miami • only. This permit application will need to be scheduled fora c fearing In accordance Mil timelines set forth in the Ciyof mi Code. The applicable decision -making holyw.l review permit application at the pub& hearing and render emhsa recommendation or a final deasfon. 1 PZ-18-263 01/22/19 Evaluating unlicensed Dynamik-PflF feature (:link here fnr LOCATION: NW 13th Ave & NW 20th St PROJECT ID: 18-03278-0 M CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ I. 132 104 99 6 27 0 ♦ 4 t Peak -Hour: 07:30 AM - 08:30 AM ♦ Peak 15-Minute: 08:00 AM - 08:15 AM ♦ ♦ 8.3 8.7 9.1 16.7 3.7 4 ♦ 4 t Coe wb 759 45 J 914 y 977 18 Peak Hour Factor i 53 697 8.6 4.4 aj ♦ 620 4.2 a♦ r 24 982 ' 4.1 0.0 11, it t 9.4 ♦ 5.3 r 20.8 6.4 ♦ ♦ h t r 40 6 41 48 87 ♦ 1 ♦ � ^} t ♦ t e 57.5 33.3 58.5 14.0 56.3 t ° y ♦ L National Data & Surveying Services 0 0 1 ♦ 4 04 ♦ 0 0 .ti 0 3 t t 9 L p]a>{r. 10 r 0 ♦ ♦� tt-3ZatxAd1 4Y t r. 3 1 0 0 0 - 4 ♦ t F ♦ f% ♦ 4 4- 4 ♦ 4 _ J. i r 38 ♦ ♦- 33 0 "4 5 T +l I * 'V" Q + 4* r r +i si f to -. f ro 4 23 2 24 t r- 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R 07:00 AM 07:15 AM 13 0 5 0 4 2 11 0 6 4 22 0 6 0 22 0 12 205 6 0 13 180 3 0 4 174 9 0 2 127 15 0 460 385 1790 1827 07:30 AM 07:45 AM 12 4 16 0 9 1 11 0 6 2 25 0 7 3 20 0 12 225 5 0 6 227 3 0 4 168 16 1 6 143 12 1 496 449 1893 1853 08:00 AM 11 1 8 0 6 0 28 0 12 242 8 0 4 160 16 1 497 1835 W 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 8 0 6 0 8 1 26 0 15 220 2 0 5 149 9 2 451 1338 3 0 14 0 8 1 17 0 Southbound 18 213 4 0 9 218 8 0 Eastbound 6 1 8 0 3 0 8 0 Northbound 6 173 10 0 5 139 15 0 Westbound 456 431 Total 887 431 Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 48 16 64 0 44 4 44 8 0 0 0 32 12 112 0 4 4 12 0 4 0 0 60 968 32 0 4 40 0 8 0 0 4 24 672 64 8 8 44 8 0 0 16 0 2112 216 16 24 ors I1renew IMaa perms application mum requirements under Miami 21.a nalor the Ciry or Miami .oriY This permit application will need to be scheduled fora c rearing In accordance Mil timelines sec forth in the Ciyof mi Code. The applicable decision-makingbneewllreoe.v permit application at Me publk Manna and re da elthe a recommendation or a finaldeoskn. PZ-18-263 01/22/19 Evaluating unlicensed Dynamik-PflF feature (:link hPri fnr LOCATION: NW 13th Ave & NW 20th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 I. 66 129 51 2 13 0 ♦ 4 t Peak -Hour: 04:30 PM - 05:30 PM + Peak 15-Minute: 04:45 PM - 05:00 PM 4- ♦ 6.1 9.3 5.9 50.0 0.0 4% ♦ 4 rnir t ) Coc wb 1027 70 : 778 ay 859 11i Peak Hour Factor t 56 1025 3.8 5.7 J ;°: 807 3.0 27.3 7, i 14.3 r 0.0 2.4 ♦ ♦ h t r► 13 3 16 19 32 ♦1 ♦ r y I/ t ,, h t 1. 7.7 0.0 0.0 22.2 3.1 p t 5 3 ♦ ♦ National Data & Surveying Services 1 0 0 f% ♦ 4 o + ♦ 0 0 J i 0 8 t h. ;44t , l'dNtlrb 1 0 c 3 4- tt-3z�i rAn t r �� , o 0 0 1 t -- li 3 1 0 ---0.. 4- 4.I ♦ 4 4 ♦ 4 _♦ j t o J t 4 1 II f 19 ♦ Au35 3 1. 4. 0 T +i I 1 !III ♦ IQ ♦ ♦ h t 0 ♦ t 0 ♦ , 0 0 7 t 15-Min Count Period Beginning At NW 13th Ave Northbound NW 13th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 2 2 4 0 1 2 3 0 4 0 11 0 6 0 5 0 21 199 2 0 17 156 3 0 0 266 18 1 0 236 11 0 530 440 1965 1923 04:30 PM 1 0 5 0 5 0 13 0 16 203 2 0 0 228 14 0 487 1982 04:45 PM 3 0 2 0 1 1 8 0 16 209 3 0 3 247 14 1 508 1976 05:00 PM 05:15 PM 4 2 3 0 5 1 6 0 3 1 16 0 4 0 14 0 24 185 2 0 14 181 4 0 2 243 3 0 0 245 25 0 488 499 481 445 1913 1425 926 445 1 0 8 0 5 0 8 0 I I. 05:30 PM 05:45 PM 0 0 1 0 0 1 3 0 10 184 2 0 13 193 3 1 1 0 259 15 1 1 207 10 0 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 20 8 24 0 4 0 0 4 0 0 0 20 4 64 0 0 4 4 12 0 0 4 96 836 16 0 8 24 8 16 0 16 0 12 988 100 4 0 56 12 4 0 4 0 2192 120 36 24 ors Mreew IMaa perms application mum requirements under Miami 21.a nalor de Ciry or Miami .orYY This application will need to bescheduled fora c rearing In accordance Mil timelines set forth in the Ciyof mi Code. The applicable decision -Making hotly. rebe.v permit application at Mier public Mating and re da ek,e a recommendation or a finaldeoaon. PZ-18-263 01/22/19 Evaluating unlicensed Dynamir.ME feature (:link hPri fnr LOCATION: SR 933/ NW 12th Ave & NW 20th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 959 607 130 730 99 t Peak -Hour: 07:30 AM - 08:30 AM + Peak 15-Minute: 07:30 AM - 07:45 AM 6.6 6.6 3.8 7.1 6.1 t ) Coc a,b n 694 135 J Peak Hour Factor t 73 693 6.2 8.9 J t 9.6 676 ♦ ♦ 480 Illyyy����...yyyl 7.1 a♦ ♦ 7.3 975 164 1 r 140 946 ' 6.9 4.3 Z 41t r 19.3 7.5 ♦ h t I' 84 399 171 1034 654 ♦ 1 "I'5 p 1^ � t ♦ e 3.6 5.3 9.9 8.3 6.3 pi, t 12 1 ♦ ♦ National Data & Surveying Services L 0 3 0 0 ♦ 4 7 ♦ ♦ 15 0 J t 1 1IN 1 dip. �L ♦ 2 ♦ ♦ 3 1 �� Nora+�a Ig,...._ tail t f. 0 2 0 p i t ♦ ♦ 4.1 ♦ 4 4 ♦ 4 12 J t 7 J t 48 4, 41111 41. 35 7 27 4 1 4 s� i ♦ Z Q ' + 4* r Z r ♦ 3 21 17 t r- 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 23 110 40 0 20 98 41 0 18 162 51 0 16 198 50 1 29 155 25 0 33 124 34 0 21 111 10 0 31 77 9 0 755 732 3195 3243 07:30 AM 20 120 44 1 30 192 37 1 31 169 36 0 37 125 24 0 867 3281 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 21 104 48 2 15 84 37 0 24 91 42 1 29 192 30 1 20 170 36 0 17 176 27 1 29 182 35 0 37 181 44 0 38 144 49 0 32 164 51 0 33 144 50 0 Eastbound 32 117 19 0 37 123 19 0 34 115 11 0 841 803 770 3269 3227 2424 855 799 Total 1654 799 20 97 36 0 27 91 38 1 Northbound 37 189 37 2 23 198 25 3 I Southbound I. 43 132 15 0 42 109 15 0 Westbound Left Thru Rgt_ U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 96 480 192 8 8 28 28 8 0 8 0 120 768 148 4 12 80 8 20 0 8 0 152 728 196 0 20 72 12 24 0 4 4 148 500 96 0 32 40 12 24 0 4 4 3636 352 '76 32 ors Ir renewira¢a pern apptiotial mum requirements under Miami 21a nalor the Ciry oI Miami ,odd This application MI need to bescheduled fora c rearing In accordance Mil timelines set forth in to Ciyof mi Code. The appbr Meaeeson-rra4ingbopOwilre4e.v permit application at the publk bearing and re da elthe recommendation or a finaldeacon. PZ-18-263 01/22/19 Evaluating unlicensed DynaminGINEfeatiire (:link hPri fnr LOCATION: SR 933/ NW 12th Ave & NW 20th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 614 1111 114 417 83 ♦ Peak -Hour: 04:45 PM - 05:45 PM + Peak 15-Minute: 05:15 PM - 05:30 PM 3.6 3.9 5.3 2.9 4.8 ♦ Coc wb n 1057 165 : 531 ay 810 114 i Peak Hour Factor t 137 1077 2.9 1.8 J ♦ 798 2.4 ay r 142 803 t 3.6 ;:.: 3.1 mil. 4. Ill I g. 145 809 189 673 1143 p mli. y I/ ♦ ♦ .1 * r. 4.8 4.4 4.2 3.4 4.5 F. 4 4 ♦ ♦ National Data & Surveying Services 0 2 0 41 ♦ 4 5 + ♦ 3 o J t 2 s f h. ♦ 2 T1, 5 ♦ AD 411 r o -1. ♦ s it+ ram+ !g-3Y+►-all 1 ♦ f 1 0 0 1 t ♦4.I 6 12 4 I. 41. ___, _ to ♦ ♦ _ ♦ 3 .S t 5 J t 13 ♦ Au 18 �• g 4 I 1 I.0. 1,' 11Q e 4Im r 41t ♦ r� - ♦ h t r+ ♦ 7 36 8 t IIr 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt_ U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 42 204 42 0 30 187 43 0 41 232 33 1 17 90 36 3 15 107 36 1 21 108 19 0 35 154 27 0 47 120 20 0 35 112 32 0 36 211 25 0 32 173 25 0 29 181 22 0 922 836 866 3540 3478 3597 04:45 PM 05:00 PM 41 197 35 0 32 206 52 0 18 98 18 1 22 93 35 1 54 156 29 0 39 120 26 0 28 205 36 0 33 175 26 0 916 860 3644 3547 05:15 PM 38 233 53 0 23 115 33 0 35 112 30 0 42 204 37 0 955 2687 05:30 PM 34 173 49 0 16 111 28 2 37 143 29 0 38 214 38 1 913 1732 05:45 PM 40 193 38 0 18 102 23 0 38 125 25 0 36 156 25 0 819 819 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 164 932 212 0 12 48 16 24 4 0 0 92 460 140 8 8 20 8 20 0 4 0 216 624 120 0 4 20 4 20 0 8 4 168 856 152 4 20 32 8 8 0 4 4 4148 200 72 28 ors I1renew IMaa perms application mum requirements under Miami 21.a nalor the Ciry of Miami .or1Y This permit application will need to be scheduled fora c rearing In accordance Mil timelines set forth in the Ciyof mi Code. The applicable dedslon-rnalung bodywillrevie.v permit application at Mier publk Mating and re da elthe a recommendation or a finaldeoskn. PZ-18-263 01/22/19 Evaluating unlicensed Dynamik-PflF feature (.link here fnr LOCATION: NW 10th Ave & NW 20th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 336 326 65 203 68 t Peak -Hour: 07:30 AM - 08:30 AM 4 Peak 15-Minute: 07:30 AM - 07:45 AM 6.0 3.7 12.3 2.0 11.8 rnir + Coc cob ' M 645 119 Peak Hour Factor t 46 564 7.0 7.6 .tt 4.3 503 ♦ 0.90 ♦ 435 Illyyy����...yyyl 6.6 ♦ ♦ 6.7 988 366 i r 83 658 ' 5.3 2.7 Z r 1.2 7.1 ♦ ♦ 45 16 I' 1451 161 87 652 393 ♦ ♦ y 1115 t 4 h t r4 5.5 0.6 6.9pi, 2.3 3.8 t 12 2 ♦ ♦ National Data & Surveying Services 0 1 0 0 ♦ 4 4 ♦ 4,34 0 .t 0 2 t t 31 tort(' 1 -0. -0. 0 A ♦ 4-3 r 0 y ♦F >s �2-Oly «t t r, o 10 pr.., 1 ... ♦ t = -�-- .11 0 4 4 4.1 4 ,..L J t 2 ----.. J t 9 33 ♦ 4 29 ,o 1 ` • ♦ Q - + 4- r r 41 -. 4., t to 1. r. - ♦ 8 1 6 t r 15-Min Count Period Beginning At NW 10th Ave Northbound NW 10th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 07:15 AM 25 31 8 0 34 32 18 0 15 51 25 0 10 71 13 0 25 103 71 0 20 86 61 0 13 89 7 0 14 99 9 0 463 467 2150 2219 07:30 AM 51 58 39 0 15 55 20 0 33 134 96 0 18 101 13 0 633 2281 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 30 48 19 0 33 27 14 0 31 28 15 0 17 55 15 0 17 48 18 0 19 45. 12 0 36 123 101 0 27 119 89 0 23 127 80 0 22 100 21 0 21 116 3 0 21 118 9 1 587 532 529 2180 2074 1542 20 30 7 0 44 33 11 0 Northbound 15 113 5 0 21 81 6 0 Westbound 532 481 Total 1013 481 13 70 26 0 9 52 14 0 Southbound 25 124 84 0 18 117 75 0 Eastbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 204 232 156 0 16 4 12 24 0 4 0 76 220 80 0 12 12 16 20 0 4 0 144 536 404 0 16 44 16 16 0 4 0 88 472 84 4 4 48 4 48 0 12 0 2700 204 108 24 ors I1renew ira¢a perms application mum requirements under Miami 21.a nalor Ne Ciry of Miami ,or,Y Ths permit application will need to besched4e4 fora c hearing in accordance Mil timelines sec forth in t eCiyof mi Co.. The applicable decision-makingbodywtIre4e.v permit application at Me publkr aring and reds elthea recommendation or a finaldeacon. PZ-18-263 01/22/19 Evaluating unlicensed Dynamik-PflF feature C.lir-k hPri fnr LOCATION: NW 10th Ave & NW 20th St PROJECT ID: 18-03278-0 • CITY/STATE: Miami, FL DATE: 06/05/2018 168 579 67 60 41 t Peak -Hour: 04:45 PM - 05:45 PM 1, Peak 15-Minute: 05:00 PM - 05:15 PM 3.6 1.2 1.5 3.3 7.3 f roc mine 1024 161 : 540 ♦ 822 121 i Peak Hour Factor t 75 724 2.7 1.2 .1.t ♦ 616 2.8 ♦ r 33 700 2.7 4.1 i 2.7 ♦ 2.9 r 0.0 3.0 mil. ♦ II t 214 803 ♦ y i, t ♦ 2.6 0.9 2.5 3.3 1.9 F. t 7 s ♦ ♦ National Data & Surveying Services 0 1 1 4 ♦ 4 4 + ♦ 15 0 J t 1 11 t t 6 EI j _} I ll "/fry I I ,K 1 r 3 ♦ ♦ 8 8 p his' - 2.3a — o l2 h t Ir► 1 1 1 4II• ♦♦♦ 2 3 ♦ 2 J t2%a/r * ■, J L ♦. 18 15 ♦4014:1•> Z i.o t II 7 ♦ z- IQ , 41. r 11 f to 9 3 3 t 15-Min Count Period Beginning At NW 10th Ave Northbound NW 10th Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 68 87 20 0 82 93 27 0 80 92 19 0 7 22 19 0 8 19 16 0 14 13 16 0 37 147 34 0 22 121 17 1 36 121 35 0 5 140 15 0 6 126 18 0 10 161 14 0 601 556 611 2348 2413 2510 04:45 PM 81 66 28 0 12 15 16 0 46 133 23 0 11 135 14 0 580 2517 05:00 PM 93 106 27 0 8 26 22 0 40 134 32 0 7 151 20 0 666 2484 05:15 PM 05:30 PM 85 84 29 0 82 87 35 0 12 11 16 0 9 8 13 0 38 149 27 0 37 124 39 0 10 168 24 0 5 162 17 0 653 618 1818 1165 05:45 PM 70 82 15 0 7 20 5 0 32 129 31 0 6 133 17 0 547 547 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 372 424 140 0 16 8 4 24 4 4 4 48 104 88 0 4 4 4 28 4 4 0 184 596 156 0 8 20 8 28 0 8 4 44 672 96 0 0 20 4 36 0 8 4 2924 100 116 44 ors Ir renewira¢a pern appbotion mum requirements under Miami 21.a nalor the Ciry oI Miami orYY This application will need to bescheduled fora c rearing In accordance Mil timelines set forth in to Ciyol mi Code. The applicable decision-makingbopOwtlreue.v permitapptieztionatCe pubtk hearing and re da elthea recommendation or a finaldeoaoi. PZ-18-263 01/22/19 Evaluating unlicensed Dynamic -MP feature (:link here fnr LOCATION: SR 933/ NW 12th Ave & NW 16th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 1025 719 96 821 108 t Peak -Hour: 07:15 AM - 08:15 AM 4 Peak 15-Minute: 07:45 AM - 08:00 AM 7.6 5.0 2.1 9.3 0.0 t Coc wb n 265 64 1 620.0 y 20, 5 �h Peak Hour Factor L 76 122 1.6 172 .t ♦ ♦ 324 � 7.5 2.7 r � L 0.0 le r 0.0 1.5 ♦ ♦ t I� 153 579 154 926 886 ♦ � ♦ � ^ � t ♦ h t e 1.3 4.3 1.9 8.4 3.4 t 109 44 ♦ ♦ National Data & Surveying Services 0 3 0 0 ♦ 4 36 ♦ ♦ 6 0 1 i 0 Tr,lo 0 ♦ ♦ 1 .- 22„ in. /4" r4-3' —I ti t r* 4 p -ty _Ja rr L I 0 , 4 t l _ _ C L ♦ r , PA 1 t 2 ♦404> 4- 0 2 0 i l t ♦ Z" Q e c c ♦ 4 h t r► 2 25 3 ♦ t h t r+ r- 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 16th St Eastbound NW 16th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 39 177 41 1 23 157 31 1 19 11 15 0 3 3 5 0 526 2231 07:15 AM 07:30 AM 43 151 41 4 39 126 33 1 24 204 26 1 18 181 25 0 13 13 22 0 16 16 19 0 3 2 7 0 15 6 39 0 554 534 2234 2179 07:45 AM 39 169 40 2 31 225 28 0 19 21 10 0 6 6 21 0 617 2190 08:00 AM 24 133 40 1 34 211 17 0 16 12 24 0 6 2 9 0 529 2082 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 32 129 36 0 22 150 41 0 32 141 39 4 Northbound 18 197 9 1 33 231 16 0 29 207 18 0 Southbound 17 15 20 0 12 13 10 1 12 10 4 0 Eastbound 9 4 12 0 5 2 9 0 7 0 6 0 Westbound 499 545 509 Total 1553 1054 509 Left Thru Rgt_ U R* Left Thru Rqt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 172 676 164 16 4 40 4 40 0 8 4 136 900 112 4 0 100 4 200 0 8 0 76 84 96 0 16 4 4 72 0 0 0 60 24 156 0 0 0 0 8 4 4 0 2676 176 320 28 ors I1renew ira¢a perms application mum requirements under Miami 21.a nalor the Ciry of Miami,or1Y Tlos permit application will need to be scheduled fora c rearing In accordance Mil timelines sec forth in the Ciyof mi Code. The applicable decision-makingbn5YwtIre4e.v permit application at Me publk r arine and re da efihea recommendation or a finaldeoskn. PZ-18-263 01/22/19 Evaluating unlicensed Dynamic-P1F feature (:link hPri fnr LOCATION: SR 933/ NW 12th Ave & NW 16th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 703 1152 57 598 48 f% ♦ 4 t Peak -Hour: 04:30 PM - 05:30 PM + Peak 15-Minute: 05:15 PM - 05:30 PM ♦ ♦ 3.8 4.4 14.0 3.2 0.0 s% ♦ 4 rnir t � Coc P. 132 62 : 13 y 138 63 i Peak Hour Factor i 136 291 6.3 4.8 J ♦46 0.0y r 109 114 2.9 1.6 7, i 0.0 ♦0.0 r 0.0 2.8 mil. ♦ II I d. 29 954 53 770 1036 p mli. r ii t ♦ .1 * I 0.0 5.0 5.7 2.6 4.9 t 40 14 ♦ ♦ National Data & Surveying Services 0 5 3 4 ♦ 4 5 4,0 ♦ 6 0 J i 0 4 ♦♦ 2 III TA 2 ♦ 0 ���iii ���Jll • r ♦ 0 ♦♦ 55 401 i11T r1- g... 3;1-B-0;5 41 t f 3 1 L 8 19 0 1 ♦ 4 4' 4 1J ♦ _LP i 3 J t 0 J t 0 +♦ .4..o 1 c 0 1 II ♦ z" IQ + 4 r s1 ♦ � t r► 0 484.t r _ ♦ 7 t 0 r- 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 16th St Eastbound NW 16th St Westbound Total Hourly Total Left Thru Rgt U R. Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 10 223 18 2 6 237 23 1 11 132 19 1 13 150 20 1 17 2 22 0 11 4 16 0 28 10 27 0 25 15 28 0 522 550 2113 2146 04:30 PM 04:45 PM 05:00 PM 8 216 9 2 6 204 15 2 4 260 14 3 12 135 17 1 12 152 16 3 7 143 13 0 19 5 18 0 20 3 14 0 15 3 16 1 30 11 37 0 25 14 35 0 26 13 37 0 520 521 555 2168 2149 2117 05:15 PM 4 274 15 0 10 168 11 3 7 2 15 0 28 8 27 0 572 1562 05:30 PM 05:45 PM 8 227 11 2 4 239 16 2 14 153 15 2 9 149 9 0 10 2 12 0 8 2 12 0 18 4 23 0 19 5 15 0 501 489 990 489 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 32 1096 60 12 0 68 8 124 4 8 4 48 672 68 12 0 28 12 76 12 12 0 80 20 72 4 8 0 4 12 0 4 0 120 56 148 0 0 0 0 12 4 0 0 2500 128 224 48 ors I1renew lraaa perms application mum requirements under Miami 21.a nalor de Ciry of Miami .or1Y Ttas pemitapgioton will need to be scheduled fora c rearing In accordance Mil timelines sec forth in the Ciyof mi Code. The applicable decision -making bndymirewMa permitapptiotionatto publk ',erne and re da elthea recommendation or a final dedskn. PZ-18-263 01/22/19 Evaluating unlicensed Dynamik-PflF feature (.link here fnr LOCATION: SR 933/ NW 12th Ave & NW 14th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 920 1014 128 663 129 t Peak -Hour: 07:15 AM - 08:15 AM ♦ Peak 15-Minute: 07:45 AM - 08:00 AM 10.5 3.2 7.8 11.2 10.1 rn f `oc pub 688 123 451 y 760 186 .4 Peak Hour Factor t 147 684 3.5 4.9 a, ♦ 343 Ily�y�'^^jj..I 1.1 ♦ r 194 1111 ' 2.9 5.9 7, 5 itt t 1.4 ♦ 3.5 r 2.1 1.8 ♦ 4 h t 217 744 531 1043 1492 ♦1 ♦ � ^} � t 4 r� 0.9 3.2 0.6 8.5 1.9 p - f 26 87 ♦ ♦ National Data & Surveying Services 0 2 1 0 ♦ 4 82 ♦ ♦ 11 1 • t 0 10 t t 26 ►�, 1 Norih +i-34L34�-0% 2 -0.eiVb 0 Z ♦ 3 r, 9 ~ p I t i� 0 5 0 l r ♦ t10 74 12 ail '' 4.1 ♦ 4 4- ' ��.-„�.,4 ♦ 4 f t 2 1 t 6 � t 5 ♦ 41a12 ,1 !• 4 ♦ l' Q ' + 4 r +i 4 . • i f to -. f & — 4 2 24 3 t r 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 14th St Eastbound NW 14th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 07:00 AM 55 211 115 0 26 135 20 1 32 101 29 0 31 63 53 0 872 3817 07:15 AM 07:30 AM 52 204 118 0 56 195 157 3 28 150 39 4 18 182 33 3 40 127 32 0 24 99 43 0 46 84 36 0 56 79 44 0 960 992 3856 3779 07:45 AM 61 182 113 3 35 176 32 2 32 119 60 0 48 94 36 0 993 3743 08:00 AM 40 163 143 2 37 155 24 2 27 106 51 0 44 86 31 0 911 3707 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 44 187 123 1 47 150 107 1 45 185 103 1 Northbound 46 168 25 6 48 165 38 6 31 171 60 2 Southbound 31 108 33 0 33 114 58 0 35 100 46 0 Eastbound 40 56 15 0 47 89 53 0 55 77 45 1 Westbound 883 956 957 Total 2796 1913 957 Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 244 816 628 12 4 36 4 72 0 8 0 148 728 156 16 20 96 16 128 4 4 0 160 508 240 0 8 16 12 128 4 8 0 224 37/6 176 0 8 16 4 44 4 4 0 4432 240 372 36 ors Ir renewira¢a pern apptiotion mum requirements under Miami 21a nalor the Ciry oI Miami ,ody. This permit application will need to be scheduled fora c rearing In accordance Mil timelines set forth in the Ciyof mi Code. The applicable decision -making hotly. re4e0 permit application at the publk hearing and re da elthea recommendation or a finaldeoskn. PZ-18-263 01/22/19 Evaluating unlicensed Dynamic-P1F feature (:link here fnr LOCATION: SR 933/ NW 12th Ave & NW 14th St PROJECT ID: 18-03278-0 CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ ♦ 950 1004 89 775 86 0 ♦ 4 t Peak -Hour: 04:45 PM - 05:45 PM ♦ Peak 15-Minute: 04:45 PM - 05:00 PM ♦ ♦ 2.7 4.9 1.1 2.2 9.3 so ♦ 4 Al Cc4 pnb n 691 131'rnt 152 ay 463 180 i Peak Hour Factor t 158 921 2.7 9.2 .1.t ♦ 433 3.3 ay r 330 400 3.9 0.6 7, 1.3 ♦ 3.0 r 1.2 3.8 ♦ .I t I. 169 715 162 1285 1046 y I/ p t ♦ IN * I. 2.4 5.0 1.2 1.7 4.0 F. f 68 29 ♦ ♦ National Data & Surveying Services 0 7 0 41 ♦ 4 7 ♦ ♦ 13 0 J t 0 48 t t 8 :j 1 i Nnd,'t� lt—se1,—o'u 0 Z • r 0 22 h t r► 5 0 5 1 LJ 1 17 8 ♦ 0 ♦ 4 4- --- -- 4 ♦ 4 12 J t 2 J t 1 t 5 * 4.a 13 1 z i•4 _ Z" IQ , r ♦ ti t I. ♦ t r+ - ♦ r— 7 t r 15-Min Count Period Beginning At SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 14th St Eastbound NW 14th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt_U R* 04:00 PM 04:15 PM 04:30 PM 39 177 38 3 35 170 36 4 46 114 26 3 14 177 33 5 22 166 18 3 31 106 27 2 37 44 48 0 36 35 43 0 44 41 41 0 76 96 44 0 66 110 54 0 63 113 48 0 831 798 705 3259 3220 3252 04:45 PM 48 182 47 3 27 248 27 3 31 39 61 0 80 90 39 0 925 3380 05:00 PM 05:15 PM 05:30 PM 30 156 47 4 33 198 37 4 40 179 31 7 16 169 21 3 19 186 23 0 16 172 18 2 49 25 42 0 32 46 35 0 19 42 42 0 79 110 41 0 76 105 36 0 95 128 42 0 792 830 833 3214 2422 1592 05:45 PM 32 170 33 6 14 169 21 1 22 26 31 0 82 115 37 0 759 759 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 192 792 188 28 16 56 4 64 0 12 4 108 992 108 12 12 28 4 108 0 12 0 196 184 244 0 20 12 4 84 0 12 0 380 512 168 0 8 16 4 40 0 4 0 4104 184 2:96 44 of staff review lr4icates perm application meets mum requirements underMiami 21a ndlor the Ciy of Miami ,only. This permit application will need to be scheduled fora c rearing In accordance Mil timelines set forth in the Ciyof mi Code. The applicable decision-makingbneWtlre*Mv permit application at the put& bearing and re der elthsa recommendation or a finaldeosfon. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 24-Hour Continuous Counts Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Day: Tuesday Date: 6/5/2018 DAILY TOTALS Prepared by NDS/ATD VOLUME SR 933/NW 12th Ave Bet. NW 25th St & NW 26th St SB City: M Project #: FL CrT'P N444 Ce Q. NOTICE c«rpemn of staff renew iracates pern, t application means nannum requirements under Miami 21 a nd/or the Ciry of Miami Code,oriy Tis permit application will need to beschedued fora 76�M in accordance w th timelines set forth in theCiyof • .me applicable decision -making eaywitrewev me permit application at Ole public Fearing and render elthe CO 360 403 412 1539. AM Period 00:00 00:15 00:30 00:45 NB 55 32 24 26 137 SB 20 35 22 13 EB 90 TOTAL 75 67 46 39 227 PM Period NB SB WB REVIEW 12:00 12:15 12:30 12:45 195 192 211 212 810 169 168 192 200 729 01:00 01:15 01:30 01:45 34 16 20 19 89 12 10 12 20 54 46 26 32 39 143 13:00 13:15 13:30 13:45 185 174 226 206 791 201 200 186 195 782 386 374 412 401 1573 02:00 02:15 02:30 02:45 12 11 16 13 52 10 20 13 16 59 22 31 29 29 111 14:00 14:15 14:30 14:45 214 233 239 212 898 198 185 155 168 706 412 418 394 380 1604 03:00 03:15 03:30 03:45 11 7 6 7 31 8 11 10 19 48 19 18 16 26 79 15:00 15:15 15:30 15:45 257 269 386 311 1223 167 176 138 164 645 424 445 524 475 1868 04:00 04:15 04:30 04:45 12 12 13 25 62 25 20 28 39 112 37 32 41 64 174 16:00 16:15 16:30 16:45 325 310 313 325 1273 135 158 154 148 595 460 468 467 473 1868 05:00 05:15 05:30 05:45 21 36 48 73 178 58 72 86 133 349 79 108 134 206 527 17:00 17:15 17:30 17:45 318 348 275 254 1195 147 164 166 155 632 465 512 441 409 1827 06:00 06:15 06:30 06:45 73 100 108 125 406 128 209 282 277 896 201 309 390 402 1302 18:00 18:15 18:30 18:45 250 220 190 180 840 134 165 152 157 608 384 385 342 337 1448 07:00 07:15 07:30 07:45 151 142 195 179 667 277 265 265 311 1118 428 407 460 490 1785 19:00 19:15 19:30 19:45 144 189 172 127 632 126 132 117 103 478 270 321 289 230 1110 08:00 08:15 08:30 08:45 163 149 173 142 627 275 237 260 280 1052 438 386 433 422 1679 20:00 20:15 20:30 20:45 160 130 106 110 506 112 109 106 103 430 272 239 212 213 936 09:00 09:15 09:30 09:45 152 151 166 176 645 249 250 235 192 926 401 401 401 368 1571 21:00 21:15 21:30 21:45 118 90 107 83 398 96 87 94 84 361 214 177 201 167 759 10:00 10:15 10:30 10:45 157 143 156 189 645 201 201 164 186 752 358 344 320 375 1397 22:00 22:15 22:30 - 22:45 104 78 73 83 338 70 59 59 61 249 174 137 132 144 587 11:00 11:15 11:30 11:45 184 165 180 214 743 168 146 173 173 660 352 311 353 387 1403 23:00 23:15 23:30 23:45 69 64 116 48 297 53 43 55 49 200 122 107 171 97 497 TOTALS 4282 6116 10398 TOTALS 9201 6415 15616 SPLIT % 41.2% 58.8% 40.0%[ SPLIT % 58.9% 41.1% 60.0% AM Peak Hour 11:45 07:00 07:15 PM Peak Hour 15:30 12:30 15:30 AM Pk Volume 812 1118 1795 PM Pk Volume 1332 793 1927 Pk Hr Factor 0.949 0.899 0.916 Pk Hr Factor 0.863 0.986 0.919 7 - 9 Volume 1294 2170 3464 4 - 6 Volume 2468 1227 3695 7 - 9 Peak Hour 07:30 07:00 07:15 4 - 6 Peak Hour 16:30 17:00 16:30 7 - 9 Pk Volume 686 1118 1795 �. a 1304 632 1917 Pk Hr Factor 0.879 0.899 0.916 Pk Hr Factor 0.937 0.952 0.936 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Prepared by NDS/ATD VOLUME SR 933/NW 12th Ave Bet. NW 19th St & Hospital Dwy Day: Tuesday Date: 6/5/2018 DAILY TOTALS City: M Project #: FL o UBUC UBN aQ- `r Z Q. NOTICE Completion of staff review iracates permit application meets rninimun requirements under Miami 21 a ndlor the Ciy of Miami Code, only 1h's permit application will need to bescheatd fora niicry pg'm accordancewith timelines set forth in theciyof thepenkMEmeapplicable decision -making eaywnrewev I the permit apgiraIon at the public Fearing and render elthea AM Period 00:00 00:15 00:30 00:45 NB 51 41 23 22 137 SB 21 23 19 20 220 PM Period NB SB iO� �y WB REVIEW CO 361 389 398 1522. 83 TOTAL 72 64 42 42 12:00 12:15 12:30 12:45 201 183 206 184 774 173 178 183 214 748 01:00 01:15 01:30 01:45 28 19 25 20 92 12 13 19 15 59 40 32 44 35 151 13:00 13:15 13:30 13:45 181 208 179 190 758 208 185 223 165 781 389 393 402 355 1539 02:00 02:15 02:30 02:45 16 21 13 13 63 10 14 11 16 51 26 35 24 29 114 14:00 14:15 14:30 14:45 201 214 235 167 817 223 201 189 170 783 424 415 424 337 1600 03:00 03:15 03:30 03:45 15 10 13 7 45 6 9 9 11 35 21 19 22 18 80 15:00 15:15 15:30 15:45 207 282 290 289 1068 173 182 176 168 699 380 464 466 457 1767 04:00 04:15 04:30 04:45 17 10 23 30 80 12 10 20 15 57 29 20 43 45 137 16:00 16:15 16:30 16:45 275 266 290 274 1105 167 176 188 158 689 442 442 478 432 1794 05:00 05:15 05:30 05:45 20 53 76 97 246 40 46 48 113 247 60 99 124 210 493 17:00 17:15 17:30 17:45 302 299 272 267 1140 159 196 181 164 700 461 495 453 431 1840 06:00 06:15 06:30 06:45 111 132 179 166 588 106 160 200 220 686 217 292 379 386 1274 18:00 18:15 18:30 18:45 212 193 219 187 811 119 162 186 128 595 331 355 405 315 1406 07:00 07:15 07:30 07:45 196 158 185 200 739 198 258 272 268 996 394 416 457 468 1735 19:00 19:15 19:30 19:45 111 175 166 121 573 136 129 114 101 480 247 304 280 222 1053 08:00 08:15 08:30 08:45 156 160 178 152 646 268 251 279 286 1084 424 411 457 438 1730 20:00 20:15 20:30 20:45 129 139 108 100 476 114 111 109 91 425 243 250 217 191 901 09:00 09:15 09:30 09:45 168 166 160 175 669 245 231 222 224 922 413 397 382 399 1591 21:00 21:15 21:30 21:45 112 97 115 112 436 110 86 103 92 391 222 183 218 204 827 10:00 10:15 10:30 10:45 173 168 203 178 722 213 197 179 196 785 386 365 382 374 1507 22:00 22:15 22:30 - 22:45 98 84 88 96 366 86 66 69 61 282 184 150 157 157 648 11:00 11:15 11:30 11:45 194 171 193 217 775 177 170 174 204 725 371 341 367 421 1500 23:00 23:15 23:30 23:45 76 78 82 51 287 48 47 44 34 173 124 125 126 85 460 TOTALS 4802 5730 10532 TOTALS 8611 6746 15357 SPLIT % 45.6% 54.4% 40.7%[ SPLIT % 56.1% 43.9% 59.3% AM Peak Hour 11:45 08:00 07:15 PM Peak Hour 16:30 12:45 16:30 AM Pk Volume 807 1084 1765 PM Pk Volume 1165 830 1866 Pk Hr Factor 0.930 0.948 0.943 Pk Hr Factor 0.964 0.930 0.942 7 - 9 Volume 1385 2080 3465 4 - 6 Volume 2245 1389 3634 7 - 9 Peak Hour 07:00 08:00 07:15 4 - 6 Peak Hour 16:30 16:30 16:30 7 - 9 Pk Volume 739 1084 1765 �. a 1165 701 1866 Pk Hr Factor 0.924 0.948 0.943 Pk Hr Factor 0.964 0.894 0.942 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Prepared by NDS/ATD VOLUME NW 20th St Bet. NW 15th Ave & NW 14th Ave Day: Tuesday Date: 6/5/2018 City: M Project #: FL DAILY TOTALS oapUBLCN Q- r 0 Q NOTICE rwmCompletionofstarsrenewiraceperm es perapptiotionmeets requirements under Miami 21 a ndor the Ciy or Miami Code. only Ills permit application will need to be schedd Ma niicIpefflryptin accordance timelines set forth in the thepen=I-0We The applicable decision -making hotly.rewex f the permit appliraIon at tlu public hearinq and ride elthea REVIEW CO 437 442 470 1800m AM Period 00:00 00:15 00:30 00:45 NB SB EB 32 21 24 18 95 WB 65 57 26 25 173 97 78 50 43 268 PM Period NB SB EB WB 12:00 12:15 12:30 12:45 205 226 215 211 857 246 211 227 259 943 01:00 30 42 72 13:00 229 236 465 01:15 21 24 45 13:15 208 253 461 01:30 36 23 59 13:30 225 217 442 01:45 17 104 22 111 39 215 13:45 189 851 217 923 406 1774 02:00 14 14 28 14:00 205 237 442 02:15 15 19 34 14:15 183 222 405 02:30 19 24 43 14:30 209 270 479 02:45 28 76 15 72 43 148 14:45 202 799 256 985 458 1784 03:00 20 17 037 15:00 145 301 446 03:15 27 10 37 15:15 197 319 516 03:30 21 20 41 15:30 181 291 472 03:45 49 117 17 64 66 181 15:45 166 689 296 1207 462 1896 04:00 41 30 71 16:00 162 316 478 04:15 33 25 58 16:15 156 279 435 04:30 45 23 68 16:30 180 306 486 04:45 66 185 32 110 i 98 295 16:45 168 666 307 1208 475 1874 05:00 64 38 102 17:00 187 286 473 05:15 / 104 42 146 17:15 177 313 490 05:30 127 67 194 17:30 192 271 463 05:45 184 479 67 214 251 693 17:45 192 748 266 1136 458 1884 06:00 233 83 316 18:00 184 249 433 06:15 276 115 391 18:15 177 187 364 06:30 285 124 409 18:30 156 248 404 06:45 291 1085 129 451 420 1536 18:45 133 650 202 886 335 1536 07:00 274 173 447 19:00 156 182 338 07:15 277 163 440 19:15 143 186 329 07:30 279 164 443 19:30 125 187 312 07:45 233 1063 147 647 380 1710 19:45 131 555 148 703 279 1258 08:00 304 185 489 20:00 111 173 284 08:15 266 176 442 20:15 93 155 248 08:30 265 171 436 20:30 107 127 234 08:45 263 1098 167 699 430 1797 20:45 112 423 123 578 235 1001 09:00 248 170 418 21:00 102 129 231 09:15 223 192 415 21:15 99 118 217 09:30 230 196 426 21:30 99 122 221 09:45 201 902 217 775 418 1677 21:45 104 404 112 481 216 885 10:00 230 207 437 22:00 110 93 203 10:15 191 202 393 22:15 80 88 168 10:30 211 211 422 22:30 89 100 189 10:45 207 839 214 834 421 1673 - 22:45 94 373 63 344 157 717 11:00 191 211 402 23:00 50 92 142 11:15 201 246 447 23:15 60 89 149 11:30 201 231 432 23:30 48 99 147 11:45 234 827 233 921 467 1748 23:45 39 197 69 349 108 546 TOTALS 6870 5071 11941 TOTALS 7212 9743 16955 SPLIT % 57.5% 42.5% 41.3%[ SPLIT % 42.5% 57.5% 58.7% DAILY TOTALS 14,082 14,814 Total 28,896 AM Peak Hour 06:30 11:15 08:00 PM Peak Hour 12:15 15:15 15:15 AM Pk Volume 1127 956 1797 PM Pk Volume 881 1222 1928 Pk Hr Factor 0.968 0.972 0.919 Pk Hr Factor 0.962 0.958 0.934 7 - 9 Volume 2161 1346 3507 4 - 6 Volume 1414 2344 3758 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 16:30 16:30 7 - 9 Pk Volume 1098 699 1797 uMe 748 1212 1924 Pk Hr Factor 0.903 0.945 0.919 Pk Hr Factor 0.974 0.968 0.982 44. Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Prepared by NDS/ATD VOLUME NW 20th St Bet. NW 11th Ave & NW 10th Ave Day: Tuesday Date: 6/5/2018 City: M Project #: FL DAILY TOTALS IH opUBLCH r= 0 a NOTICE Completion of staff review Inckates permit application meets minnum requirements under Miami 21 a nd/or the Ciry of Miami Code. only. This permit applicatonvnu need to besNetluedfora 7 he ccordancev2 emeiinesset forth inure Ciyof - �pbcaon aaMepubkhea ng andaywilrewew the permit applkanon a1 Me pukGo Faanng and render eXher AM Period 00:00 00:15 00:30 00:45 NB SB EB 37 40 29 16 122 WB 24 42 32 30 1t 128 TOTAL 61 82 61 46 250 a PM Period NB SB EB fr WB RFVI EW GO 416 449 435 1742 12:00 12:15 12:30 12:45 213 186 213 213 825 229 230 236 222 917 01:00 22 30 52 13:00 218 221 439 01:15 21 27 48 13:15 207 284 491 01:30 15 16 31 13:30 206 231 437 01:45 18 76 20 93 38 169 13:45 228 859 233 969 461 1828 02:00 14 8 22 14:00 183 222 405 02:15 22 25 47 14:15 214 243 457 02:30 19 21 40 14:30 198 275 473 02:45 17 72 15 69 32 141 14:45 185 780 251 991 436 1771 03:00 11 16 I� 27 15:00 174 310 484 03:15 11 12 23 15:15 204 280 484 03:30 18 8 26 15:30 249 295 544 03:45 22 62 11 47 33 109 15:45 195 822 293 1178 488 2000 04:00 15 16 31 16:00 224 237 461 04:15 11 18 29 16:15 173 246 419 04:30 27 25 52 16:30 191 218 409 04:45 40 93 24 83 64 176 16:45 225 813 241 942 466 1755 05:00 33 21 54 17:00 213 277 490 05:15 / 51 41 92 17:15 205 279 484 05:30 83 59 142 17:30 219 262 481 05:45 126 293 71 192 197 485 17:45 198 835 219 1037 417 1872 06:00 120 82 202 18:00 181 241 422 06:15 193 109 302 18:15 167 259 426 06:30 252 133 385 18:30 189 222 411 06:45 228 793 149 473 377 1266 18:45 142 679 193 915 335 1594 07:00 207 134 341 19:00 135 178 313 07:15 192 129 321 19:15 132 191 323 07:30 239 160 399 19:30 133 196 329 07:45 278 916 155 578 433 1494 19:45 112 512 160 725 272 1237 08:00 268 155 423 20:00 126 162 288 08:15 218 167 385 20:15 96 132 228 08:30 266 160 426 20:30 104 133 237 08:45 210 962 144 626 354 1588 20:45 106 432 123 550 229 982 09:00 196 175 371 21:00 87 117 204 09:15 193 205 398 21:15 101 104 205 09:30 221 190 411 21:30 94 121 215 09:45 200 810 193 763 393 1573 21:45 105 387 120 462 225 849 10:00 163 183 346 22:00 76 92 168 10:15 191 182 373 22:15 82 84 166 10:30 184 202 386 22:30 69 95 164 10:45 184 722 220 787 404 1509 - 22:45 76 303 63 334 139 637 11:00 199 195 394 23:00 59 80 139 11:15 198 237 435 23:15 57 99 156 11:30 204 188 392 23:30 58 77 135 11:45 203 304 240 860 443 1664 23:45 44 218 44 300 88 518 TOTALS 5725 4699 10424 TOTALS 7465 9320 16785 SPLIT % 54.9% 45.1% 38.3%[ SPLIT % 44.5% 55.5% 61.7% AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 1030 0.926 11:45 935 0.974 11:45 1750 0.974 PM Peak Hour PM Pk Volume Pk Hr Factor 15:15 872 0.876 15:00 1178 0.950 15:00 2000 0.919 7 - 9 Volume 1878 1204 3082 4 - 6 Volume 1648 1979 3627 7 - 9 Peak Hour 07:45 07:30 07:45 4 - 6 Peak Hour 16:45 16:45 16:45 7 - 9 Pk Volume 1030 637 1667 �. a 862 1059 1921 Pk Hr Factor 0.926 0.954 0.962 Pk Hr Factor 0.958 0.949 0.980 44, Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Signal Timings Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2414: NW 12 Av&NW 28 St Print Date: 5/22/2018 TOD Time: AM Asset Intersection Schedule On Mode Plan # Cycle Offset T Sett 2414 NW 12 Av&NW 28 St DOW-3 N/A 0 0 N/A Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 SBT WBT - NBT - EBT 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 1 T Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 SBT 0 - 0 - 0 0 - 0 - 0 14 - 14 - 14 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 WBT 2 - 2 - 2 14 - 14 - 14 7 - 7 - 7 2.5 -2.5 - 2.5 10 - 10 - 10 45 - 30 - 30 4 2 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 NBT 0 - 0- 0 0 - 0 - 0 14- 14 - 14 1 -1 - 1 40 - 40 - 40 0 - 40 - 40 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 EBT 2 - 2 - 2 14 - 14 - 14 7 - 7 - 7 2.5 -2.5 - 2.5 10 - 10 - 10 45 - 30 - 30 4 2 Completion of staff reiew indicates perm appbcanon meets minnum requirements uncle Mfan grtfte Cltyoi Mlami Code,orgy. This pemitapgcation nyeheduledbra public fearing In accordance wrh .City of recomnendat PZ-18-263 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 0 Page 1 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2414: NW 12 Av&NW 28 St Print Date: 5/22/2018 Current Cycle 1 2 - SBT Green Time 6 NBT 7 8 - EBT Ring Offset Offset 3 4 - WBT 5 - TOD Schedule Plan 1 70 0 35 0 23 0 35 0 23 0 36 2 90 0 50 0 28 0 50 0 28 0 2 3 120 0 70 0 38 0 70 0 38 0 38 4 90 0 50 0 28 0 50 0 28 0 28 8 100 0 50 0 38 0 50 0 38 0 60 10 60 0 30 0 18 0 30 0 18 0 32 12 120 0 70 0 38 0 70 0 38 0 0 13 90 0 50 0 28 0 50 0 28 0 8 19 70 0 34 0 24 0 34 0 24 0 56 20 90 0 50 0 28 0 50 0 28 0 12 21 100 0 50 0 38 0 50 0 38 0 56 22 70 0 34 0 24 0 34 0 24 0 66 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TOD S Time 0000 0000 0100 0600 0600 0700 0900 0900 1300 1600 1900 1900 2200 2300 2300 completion°, staff re.-iewintlicates permit appticabon meets m repurtements untler Miam 2l andlot the Uty of Miami Code. only. This permit application will need to be scheduled bra pub hearing In accordance Wth timelines set forth In the City of 1u ecotle. The applicable decision -malting hotly MI renew the permit a coon a ere public hearing and render either a reco mmendation or a final decision. Fre Flash 19 2 3 4 20 8 12 13 21 22 Free Free PZ-:63 01/22/1M T Su M T W Th F M T W Th F M T W Th F Su M T W Th F M T W Th F M T W Th F Su Su Su M T W Th F Time: AM S S S Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuM T W ThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2409: NW 12 Av&NW 22 St Print Date: 5/22/2018 TOD Time: AM Asset Intersection Schedule On Mode Plan # Cycle Offset T Sett 2409 NW 12 Av&NW 22 St DOW-3 N/A 0 0 N/A Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 SBT EBT WBT - NBT - 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 1 t Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 SBT 0 - 0 - 0 0 - 0 - 0 16 - 16 - 16 1 - 1 - 1 35 - 35 - 35 0 - 0 - 0 4 2 3 EBT 7 - 7 - 7 16 - 16 - 16 7 - 7 - 7 2.5 -2.5 - 2.5 16 - 16 - 16 40 - 40 - 40 4 2 4 WBT 0 - 0 - 0 0 - 0 - 0 7 - 7 - 7 2 - 2 - 2 16 - 16 - 16 40 - 40 - 40 4 2 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 NBT 0 - 0 - 0 0 - 0 - 0 16 - 16 - 16 1 - 1 - 1 35 - 35 - 35 0 - 0 - 0 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 Completion of staff reiew indicates perm appbcanon meets minnum requirements uncle Mfan grtfte Cltyoi Mlami Code,orgy. This pemitapgcation nyeheduledbra public fearing In accordance wrh .City of recomnendat PZ-18-263 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default-234-6-- External Permit 0 External Permit 1 External Permit 2 0 Page 1 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2409: NW 12 Av&NW 22 St Print Date: 5/22/2018 Current Cycle 1 2 - SBT 3 EBT Green Time 6 NBT 7 8 - - Ring Offset Offset 4 WBT 5 - TOD Schedule Plan 2 125 0 75 24 8 0 75 0 0 0 28 3 130 0 74 23 15 0 74 0 0 0 24 4 125 0 64 24 19 0 64 0 0 0 60 8 130 0 74 24 14 0 74 0 0 0 15 12 140 0 74 29 19 0 74 0 0 0 63 13 125 0 65 27 15 0 65 0 0 0 69 19 125 0 64 24 19 0 64 0 0 0 16 20 130 0 74 24 14 0 74 0 0 0 10 21 125 0 64 24 19 0 64 0 0 0 12 22 110 0 54 23 15 0 54 0 0 0 35 Current Time of Day Function Time Function Settings* Day of Week 0000 TOD OUTPUTS SuM T W ThF S Local TOD S Time 0000 0000 0600 0600 0700 0900 0900 1300 1600 1900 1900 2200 2300 2300 Time: AM completionof staff reiewintlicates permit appticaeon meets m repurtements untler Miam 2landlot the Uty of Miami Code. only. This permit application will need to be scheduled bra pub fearing In accordance Wth timelines set forth In the City of 1u eCnde. The applicable decision -mating hotly MI re,ew the permit appticanon at the public hearing and render either a recommendation or a Oral decision. PZ-11PA63 01/22/19 T Fr19 KFVIEW GOr• S 2 MTWThF 3 MTWThF 4 MTWThF 20 Su S 8 MTWThF 12 MTWThF 13 MTWThF 21 Su S 22 Su S Free Su S Free M T W Th F Local Time of Day Function Time Function Settings* Day of Week 0000 TOD OUTPUTS SuM T W ThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2402: NW 17 Av&NW 20 St Print Date: 5/22/2018 TOD Time: AM Asset Intersection Schedule On Mode Plan # Cycle Offset T Sett 2402 NW 17 Av&NW 20 St DOW-3 N/A 0 0 N/A Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 EBL WBT SBL NBT WBL EBT NBL SBT 0 0 0 0 0 0 0 0 Active Phase Bank: t Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 EBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 7- 7- 7 15 - 15 - 15 4 2 2 WBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 0 - 0 4 2 3 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 7- 7- 7 15 - 15 - 15 4 2 4 NBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 2.5 -2.5 - 2.5 30 - 30 - 30 48 - 40 - 40 4 2 5 WBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 7- 7- 7 15 - 15 - 15 4 2 6 EBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 1 - 1 - 1 30 - 30 - 30 0 - 0 - 0 4 2 7 NBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 7- 7- 7 15 - 15 - 15 4 2 8 SBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 2.5 -2.5 - 2.5 7 - 7 - 7 48 - 40 - 40 4 2 Completion of staff reiew indicates perm appbcanon meets minnum requirements uncle Mfan qr the Cltyoi Mlami Code,orgy. This pemitapgcation nyeheduledbra public fearing In accordance wrh .City of recomnendat PZ-18-263 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default 12345678 External Permit 0 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 0 Page 1 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2402: NW 17 Av&NW 20 St Print Date: 5/22/2018 Current Cycle 1 EBL 2 WBT 3 SBL Green Time 6 EBT 7 NBL 8 SBT Ring Offset Offset 4 NBT 5 WBL TOD Schedule Plan 2 150 10 81 10 25 10 81 10 25 0 110 3 160 14 60 14 48 14 60 14 48 0 44 4 140 12 54 12 38 12 54 12 38 0 58 8 150 12 66 12 36 12 66 12 36 0 100 12 160 15 65 12 44 15 65 12 44 0 150 13 140 11 62 11 32 11 62 11 32 0 22 19 125 10 54 11 26 10 54 11 26 0 10 20 130 10 65 10 21 10 65 10 21 0 0 21 125 10 54 10 27 10 54 10 27 0 6 22 110 8 48 8 22 8 48 8 22 0 26 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 2200 TOD OUTPUTS Settings * Day of Week ---5---- SuM T W ThF S MTWThF SuMTWThFS Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 completionof staff reiewintlicates permit appticaeon meets m repurtements untler Miam 2landlot the Uty of Miami Code. only. This permit application will need to be scheduled bra pub fearing In accordance Wth timelines set forth In the City of 1u erode. The applicable decision -malting hotly MI re,ew the permit appticanon at the public hearing and render either a recommendation or a Oral decision. Fre 2 19 3 20 4 8 12 13 22 Free Free PZ-11PA63 01/21/19 W Th F Su MTWThF Su MTWThF MTWThF MTWThF MTWThF Su Su MTWThF Time: AM S S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S MTWThF Su S SuM T W ThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 3885: NW 14 Av&NW 20 St Print Date: 5/22/2018 TOD Time: PM Asset Intersection Schedule On Mode Plan # Cycle Offset T Sett 3885 NW 14 Av&NW 20 St DOW-3 N/A 0 0 N/A Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 EBL WBT - NBT WBL EBT - SBT 0 0 0 0 0 0 0 0 s Active Phase Bank: tf- Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 EBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 10 - 10 - 10 15 - 15 - 15 4 2 2 WBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 NBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 4 -2.5 - 2.5 35 - 35 - 35 60 - 40 - 40 4 2 5 WBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 10 - 10 - 10 15 - 15 - 15 4 2 6 EBT 7 - 7 - 7 12 - 12 - 12 7 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 SBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 4 -2.5 - 2.5 35 - 35 - 35 60 - 40 - 40 4 2 Completion of staff reiew indicates perm appbcanon meets minnum requirements uncle Mfan grtfte Cltyoi Miami Code,orgy. This pemitapgcation nyeheduledbra public fearing In accordance wrh .City of recomnendat PZ-18-2f)3 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default 12-456-8 External Permit 0 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 0 Page 1 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 3885: NW 14 Av&NW 20 St Print Date: 5/22/2018 Current Cycle 1 EBL 2 WBT Green Time 6 EBT 7 8 - SBT Ring Offset Offset 3 4 - NBT 5 WBL TOD Schedule Plan 2 150 15 78 0 39 15 78 0 39 0 32 3 160 15 71 0 56 15 71 0 56 0 124 4 140 15 67 0 40 15 67 0 40 0 130 8 150 15 77 0 40 15 77 0 40 0 30 12 160 15 73 0 54 15 73 0 54 0 154 13 140 12 71 0 39 12 71 0 39 0 26 19 125 11 74 0 22 11 74 0 22 0 44 20 130 12 74 0 26 12 74 0 26 0 38 21 125 9 66 0 32 9 66 0 32 0 96 22 110 6 64 0 22 6 64 0 22 0 6 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 2200 TOD OUTPUTS Settings * Day of Week ---5---- SuM T W ThF S M T W ThF SuMTWThFS Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 completionof staff reiewintlicates permit appticaeon meets m repurtements untler Miam 2landlot the Uty of Miami Code. only. This permit application will need to be scheduled bra pub fearing In accordance Wth timelines set forth In the City of 1u erode. The applicable decision -malting hotly MI re,ew the permit appticanon at the public hearing and render either a recommendation or a Oral decision. Fre 2 19 3 20 4 8 12 13 22 Free Free PZ-11PA63 01/21/19 W Th F Su M T W Th F Su M T W Th F M T W Th F M T W Th F M T W Th F Su Su M T W Th F Time: PM S S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S MTWThF Su S SuM T W ThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 4696: NW 13 Av&NW 20 St Print Date: 5/22/2018 TOD Time: PM Asset Intersection Schedule On Mode Plan # Cycle Offset T Sett 4696 NW 13 Av&NW 20 St DOW-3 N/A 0 0 N/A Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 WBT - NBT WBL EBT - SBT 0 0 0 0 0 0 0 0 Active Phase Bank: tf- Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 WBT 7 - 7 - 7 10 - 10 - 10 16 - 16 - 16 1 - 1 - 1 40 - 40 - 40 0 - 0 - 0 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 NBT 7 - 7- 7 14-14 -14 7 - 7 - 7 5 -5 - 5 40- 15- 15 50 -40-40 4 2 5 WBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 10 - 10 - 10 20 - 20 - 20 4 2 6 EBT 7 - 7 - 7 10 - 10 - 10 16 - 16 - 16 1 - 1 - 1 40 - 40 - 40 0 - 0 - 0 4 1.3 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 SBT 7 - 7- 7 14-14 -14 7 - 7 - 7 5 -5 - 5 15- 15- 15 50 -40-40 4 2 Completion of staff reiew indicates perm appbcanon meets minnum requirements uncle Mfan grtfte Cltyoi Miami Code,orgy. This pemitapgcation nyeheduledbra public fearing In accordance wrh .City of recomnendat PZ-18-263 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default-2-456-8 External Permit 0 External Permit 1 External Permit 2 0 Page 1 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 4696: NW 13 Av&NW 20 St Print Date: 5/22/2018 Current Cycle 1 2 - WBT Green Time 6 EBT 7 8 - SBT Ring Offset Offset 3 4 - NBT 5 WBL TOD Schedule Plan 2 150 0 106 0 32 15 85 0 32 0 38 3 160 0 104 0 44 18 80 0 44 0 132 4 140 0 89 0 39 15 68 0 39 0 130 8 150 0 100 0 38 15 79 0 38 0 32 12 160 0 104 0 44 15 83 0 44 0 84 13 140 0 91 0 37 15 70 0 37 0 100 19 125 0 82 0 31 9 67 0 31 0 48 20 130 0 84 0 34 13 65 0 34 0 50 21 125 0 87 0 26 9 72 0 26 0 86 22 110 0 74 0 24 7 61 0 24 0 0 Current Time of Day Function Time Function Settings * Day of Week 0000 TOD OUTPUTS SuM T W ThF S Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 a Q OapUBLIC %P c O Completion of staff reeewf icares perrnt application meet minnurn requirements urger MIam liana/or the city Code. orly. This permit application willneedrobe sdiedued fora pue Madnq lnecmrdarrevdMtimelinesxefMh inure Ciry of he ermita Teea on stele decisionemalting cyder reNew Mepermitapplicationatt ate. public fraringaMretlereltltea recommendation or a final dedsicc. Fre 2 19 3 20 4 8 12 13 22 Free Free PZ-163 01/21/19 R IEW <t. EWGO'� hF W Th F Su M T W Th F Su M T W Th F M T W Th F M T W Th F M T W Th F Su S Su S M T W Th F PM Local Time of Day Function Time Function Settings* Day of Week 0000 TOD OUTPUTS SuM T W ThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2401: NW 12 Av&NW 20 St Print Date: 5/22/2018 TOD Time: AM Asset Intersection Schedule On Mode Plan # Cycle Offset T Sett 2401 NW 12 Av&NW 20 St DOW-3 N/A 0 0 N/A Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 NBL SBT EBL WBT SBL NBT WBL EBT 0 0 0 0 0 0 0 0 Active Phase Bank: -+ 4- I* t -* Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1NBL 0- 0-0 0-0-0 5-5-5 -2-2215- 5- 5 15-15-15 4 2 2 SBT 7 - 7 - 7 18 - 18 - 18 7 - 7 - 7 1 - 1 - 1 50 - 35 - 35 0 - 70 - 70 4 2 3 EBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 15 - 6- 6 15 - 15 - 15 4 2 4 WBT 7 - 7 - 7 30 - 30 - 30 7 - 7 - 7 1 - 1 - 1 60 - 25 - 25 70 - 70 - 70 4 2.6 5 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 15 - 5- 5 15 - 15 - 15 4 2 6 NBT 7 - 7 - 7 18 - 18 - 18 7 - 7 - 7 1 - 1 - 1 50 - 35 - 35 0 - 70 - 70 4 2 7 WBL 0- 0- 0 0- 0- 0 5- 5- 5 -2-22 15 - 6- 6 15 - 15 - 15 4 2 8 EBT 7 - 7 - 7 30 - 30 - 30 7 - 7 - 7 1 - 1 - 1 60 - 25 - 25 70 - 70 - 70 4 2.6 Completion of staff reiew indicates perm appbcanon meets minnum requirements uncle Mfan grtfte Cltyoi Mlami Code,orgy. This pemitapgcation nyeheduledbra public fearing In accordance wrh .City of recomnendat PZ-18-263 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default 12345678 External Permit 0 External Permit 1 12-456-8 External Permit 2 12-456-8 0 Page 1 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2401: NW 12 Av&NW 20 St Print Date: 5/22/2018 Current Cycle 1 NBL 2 SBT 3 EBL Green Time 6 NBT 7 WBL 8 EBT Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 2 150 14 56 15 40 14 56 15 40 0 94 3 160 14 56 15 50 14 56 15 50 0 32 4 140 12 51 12 40 12 51 12 40 0 54 8 150 14 51 15 45 14 51 15 45 0 90 12 160 14 56 15 50 14 56 15 50 0 144 13 140 11 51 12 41 11 51 12 41 0 14 19 125 10 44 9 37 10 44 9 37 0 22 20 130 11 47 10 37 11 47 10 37 0 0 21 125 12 40 11 37 12 40 11 37 0 0 22 110 5 38 5 37 5 38 5 37 0 4 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 2200 TOD OUTPUTS Settings * Day of Week ---5---- SuM T W ThF S MTWThF SuMTWThFS Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 completionof staff reiewintlicates permit appticaeon meets m repurtements untler Miam 2landlot the Uty of Miami Code. only. This permit application will need to be scheduled bra pub fearing In accordance Wth timelines set forth In the City of 1u erode. The applicable decision -malting hotly MI re,ew the permit appticanon at the public hearing and render either a recommendation or a Oral decision. Fre 2 19 3 20 4 8 12 13 22 Free Free PZ-11PA63 01/21/19 W Th F Su MTWThF Su MTWThF MTWThF MTWThF MTWThF Su Su MTWThF Time: AM S S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S MTWThF Su S SuM T W ThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2400: Bob Hope Rd&NW 20 St Print Date: 5/22/2018 Asset TOD Time: AM Intersection Schedule On Mode Plan # Cycle Offset T Sett 2400 Bob Hope Rd&NW 20 St DOW-3 N/A 0 0 N/A Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 EBL WBT SBL NBT WBL EBT NBL SBT 0 0 0 0 0 0 0 0 Active Phase Bank: t Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 EBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 6- 6- 6 20 - 20 - 20 4 2 2 WBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 1 - 1 - 1 28 - 28 - 28 0 - 0 - 0 4 2 3 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 6- 6- 6 15 - 15 - 15 4 2 4 NBT 7 - 7 - 7 10- 10 - 10 7 - 7 - 7 2.5 -2.5 - 2.5 18- 18 - 18 45 - 45 - 45 4 2 5 WBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 6- 6- 6 20 - 20 - 20 4 2 6 EBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 1 - 1 - 1 28 - 28 - 28 0 - 0 - 0 4 2 7 NBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 6- 6- 6 15 - 15 - 15 4 2 8 SBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 2.5 -2.5 - 2.5 18 - 18 - 18 45 - 45 - 45 4 2 Completion of staff reiew indicates perm appbcanon meets minnum requirements uncle Mfan qr the Cltyoi Mlami Code,orgy. This pemitapgcation nyeheduledbra public fearing In accordance wrh .City of recomnendat PZ-18-2f)3 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default 12345678 External Permit 0 External Permit 1-2-4-6-8 External Permit 2 0 Page 1 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2400: Bob Hope Rd&NW 20 St Print Date: 5/22/2018 Current Cycle 1 EBL 2 WBT 3 SBL Green Time 6 EBT 7 NBL 8 SBT Ring Offset Offset 4 NBT 5 WBL TOD Schedule Plan 2 150 15 70 15 26 15 70 15 26 0 28 3 160 15 74 15 32 15 74 15 32 0 126 4 140 15 60 15 26 15 60 15 26 0 128 8 150 15 66 15 30 15 66 15 30 0 24 12 160 15 64 15 42 15 64 15 42 0 70 13 140 12 64 12 28 12 64 12 28 0 92 19 125 12 56 9 24 12 56 9 24 0 16 20 130 11 62 11 22 11 62 11 22 0 82 21 125 14 52 11 24 14 52 11 24 0 18 22 110 9 47 8 22 9 47 8 22 0 6 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 2200 TOD OUTPUTS Settings * Day of Week ---5---- SuM T W ThF S MTWThF SuMTWThFS Local TOD S Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 completionof staff reiewintlicates permit appticaeon meets m repurtements untler Miam 2landlot the Uty of Miami Code. only. This permit application will need to be scheduled bra pub fearing In accordance Wth timelines set forth In the City of 1u erode. The applicable decision -malting hotly MI re,ew the permit appticanon at the public hearing and render either a recommendation or a Oral decision. Fre 2 19 3 20 4 8 12 13 22 Free Free PZ-11PA63 01/21/19 W Th F Su MTWThF Su MTWThF MTWThF MTWThF MTWThF Su Su MTWThF Time: AM S S Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Settings* Day of Week ---5---- SuM T W ThF S MTWThF Su S SuM T W ThF S No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 3152: NW 12 Av&NW 16 St Print Date: 5/22/2018 TOD Time: PM Asset Intersection Schedule On Mode Plan # Cycle Offset T Sett 3152 NW 12 Av&NW 16 St DOW-3 N/A 0 0 N/A Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 NBL SBT XPD WBT SBL NBT - EBT 0 0 0 0 0 0 0 0 Active Phase Bank: N/A 4— to. t Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 NBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 7 - 10 - 10 20 - 18 - 18 4 2 2 SBT 0 - 7 - 7 0 - 16 - 16 18 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 2 3 XPD 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 WBT 0 - 7 - 7 0 - 26 - 26 7 - 7 - 7 2.5 -2.5 - 2.5 26 - 30 - 30 36 - 40 - 40 4 3 5 SBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 7 - 10 - 10 20 - 18 - 18 4 2 6 NBT 0 - 7 - 7 0 - 16 - 16 18 - 7 - 7 1 - 1 - 1 40 - 40 - 40 0 - 40 - 40 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 EBT 0 - 7 - 7 0 - 26 - 26 7 - 7 - 7 2.5 -2.5 - 2.5 26 - 30 - 30 36 - 40 - 40 4 3 Current Cycle 1 NBL 2 SBT 3 XPD Green Time 6 NBT 7 8 - EBT Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 4 160 12 71 0 58 12 71 0 58 0 CI 5 150 12 51 0 68 12 51 0 68 0 CI 10 180 13 90 0 58 13 90 0 58 0 48 13 130 11 44 0 56 11 44 0 56 0 0 15 120 8 30 0 63 8 30 0 63 0 0 18 130 18 35 0 58 18 35 0 58 0 0 21 130 9 53 0 49 9 53 0 49 0 0 22 120 7 32 0 62 7 32 0 62 0 0 23 110 5 29 0 57 5 29 0 57 0 0 Completion of staff reiew indicates perm appbcanon meets mnmum requirements uncle Miam fan grtlu City of Miaml Code,orgy. This permit application eheduled ora public fearing In accordance wrh .City of recomnendatan ora oral declswn. PZ-18-263 01/22/19 Last In Service Date: 07/13/2010 11:37 Permitted Phases 12345678 Default 123456-8 External Permit 0 External Permit 1 External Permit 2 0 Local TOD Schedule Time Plan DOW 0000 Free M T W Th F 0000 Free Su S 0630 4 M T W Th F 0700 18 Su S 0900 5 M T W Th F 1500 10 M T W Th F 1500 21 Su S 1800 22 Su S 1930 13 M T W Th F 2200 15 M T W Th F 2200 23 Su S Page 1 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 3152: NW 12 Av&NW 16 St Print Date: 5/22/2018 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0630 TOD OUTPUTS 1930 TOD OUTPUTS Settings * Day of Week -7----2- SuM T W ThF S M T W ThF -7----2- M T W ThF Local Time of Day Function Time Function 0000 TOD OUTPUTS 0630 TOD OUTPUTS 0700 TOD OUTPUTS 1800 TOD OUTPUTS 1930 TOD OUTPUTS Settings * Day of Week -7----2- SuM T W ThF S MTWThF Su S -7----2- Su S -7----2- M T W ThF No Calendar Defined/E nabled mpleOonofstaff renew indicatesoe,mta*bca onmeets minimum requirements under Kam gland/or the City of Miaml public feadnq In accordance viirh timelines set forth In the City of Miami Code. rh hl ling body, lrenew mlWe permit aof �nd render eimaa recommendation or a decision. Blank - Blank - PI 1 - Phase Bank , 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA ax 2 1 Time: PM Page 2 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2377: NW 12 Av&NW 14 St Print Date: 5/22/2018 TOD Time: AM Asset Intersection Schedule On Mode Plan # Cycle Offset T Sett 2377 NW 12 Av&NW 14 St DOW-3 N/A 0 0 N/A Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 NBL SBT EBL WBT SBL NBT WBL EBT 0 0 0 0 0 0 0 0 Active Phase Bank: -+ 4- I* t -* Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 NBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 8- 8- 8 18 - 18 - 18 4 3 2 SBT 7 - 7 - 7 16 - 16 - 16 7 - 7 - 7 1 - 1 - 1 26 - 26 - 26 0 - 50 - 50 4 3 3 EBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 7- 7- 7 28 - 28 - 28 4 3 4 WBT 7 - 7 - 7 28 - 28 - 28 7 - 7 - 7 2.5 -2.5 - 2.5 26 - 26 - 26 50 - 50 - 50 4 3 5 SBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 8- 8- 8 18 - 18 - 18 4 3 6 NBT 7 - 7 - 7 16 - 16 - 16 7 - 7 - 7 1 - 1 - 1 26 - 26 - 26 0 - 50 - 50 4 3 7 WBL 0- 0- 0 0- 0- 0 5- 5- 5 2- 2 - 2 7- 7- 7 28 - 28 - 28 4 3 8 EBT 7 - 7 - 7 28 - 28 - 28 7 - 7 - 7 2.5 -2.5 - 2.5 26 - 26 - 26 50 - 50 - 50 4 3 Current Cycle 1 NBL 2 SBT 3 EBL Green Time 6 NBT 7 WBL 8 EBT Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 4 160 16 55 13 48 16 55 23 38 0 20 5 150 16 52 11 43 18 50 22 32 0 CI 10 180 15 64 24 49 15 64 24 49 0 16 13 130 10 46 13 33 10 46 13 33 0 0 15 120 6 48 5 33 6 48 5 33 0 0 18 130 10 49 10 33 10 49 10 33 0 0 21 130 9 43 17 33 9 43 17 33 0 0 22 120 9 46 5 32 9 46 5 32 0 0 23 110 6 39 5 32 6 39 5 32 0 0 Completion of staff reiew indicates perm appbcanon meets mnmum requirements uncle Miam fan grtlu City of Miaml Code,orgy. This permit application eheduled ora public fearing In accordance wrh .City of recomnendatan ora oral declswn. PZ-18-263 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default 12345678 External Permit 0 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 0 Local TOD Schedule Time Plan DOW 0000 Free M T W Th F 0000 Free Su S 0630 4 M T W Th F 0700 18 Su S 0900 5 M T W Th F 1500 10 M T W Th F 1500 21 Su S 1800 22 Su S 1930 13 M T W Th F 2200 15 M T W Th F 2200 23 Su S Page 1 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report for 2377: NW 12 Av&NW 14 St Print Date: 5/22/2018 Current Time of Day Function Time Function 0000 1500 1800 Settings * Day of Week TOD OUTPUTS SuM T W ThF S VEH MAX RECALL 8---4--- M T W ThF VEH MAX RECALL M T W ThF Local Time of Day Function Time Function Settings * Day of Week 0000 TOD OUTPUTS SuM T W ThF S 1500 VEH MAX RECALL 8---4--- M T W ThF 1800 VEH MAX RECALL M T `v'V ThF No Calendar Defined/E nabled mpleOonofstaff renew indicatesoe,mta*bca onmeets minimum requirements under Kam gland/or the City of Miaml public feadnq In accordance viirh timelines set forth In the City of Miami Code. rh hl ling body, lrenew mlWe permit aof �nd render eimaa recommendation or a decision. Blank - Blank - PI 1 - Phase Bank , 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA ax 2 1 Time: AM Page 2 of 2 Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Peak Season Conversion Factor Mluating unlicensed DyarnicPDF feature. Click here for dails. [31:45:d4 2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH WEEK DATES SF MOCF: 0.96 PSCF 1 2 3 4 5 6 7 * 8 * 9 *10 *11 *12 *13 *14 *15 *16 *17 *18 *19 *20 21 22 123 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 01/01/2017 01/08/2017 01/15/2017 01/22/2017 01/29/2017 02/05/2017 02/12/2017 02/19/2017 02/26/2017 03/05/2017 03/12/2017 03/19/2017 03/26/2017 04/02/2017 04/09/2017 04/16/2017 04/23/2017 04/30/2017 05/07/2017 05/14/2017 05/21/2017 05/28/2017 06/04/2017 06/11/2017 06/18/2017 06/25/2017 07/02/2017 07/09/2017 07/16/2017 07/23/2017 07/30/2017 08/06/2017 08/13/2017 08/20/2017 08/27/2017 09/03/2017 09/10/2017 09/17/2017 09/24/2017 10/01/2017 10/08/2017 10/15/2017 10/22/2017 10/29/2017 11/05/2017 11/12/2017 11/19/2017 11/26/2017 12/03/2017 12/10/2017 12/17/2017 12/24/2017 12/31/2017 * PEAK SEASON - 01/07/2017 - 01/14/2017 - 01/21/2017 - 01/28/2017 - 02/04/2017 - 02/11/2017 - 02/18/2017 - 02/25/2017 - 03/04/2017 - 03/11/2017 - 03/18/2017 - 03/25/2017 - 04/01/2017 - 04/08/2017 - 04/15/2017 - 04/22/2017 - 04/29/2017 - 05/06/2017 - 05/13/2017 - 05/20/2017 - 05/27/2017 - 06/03/2017 - 06/10/2017 - 06/17/2017 - 06/24/2017 - 07/01/2017 - 07/08/2017 - 07/15/2017 - 07/22/2017 - 07/29/2017 - 08/05/2017 - 08/12/2017 - 08/19/2017 - 08/26/2017 - 09/02/2017 - 09/09/2017 - 09/16/2017 - 09/23/2017 - 09/30/2017 1.10 - 10/07/2017., 1.08 - 10/14/2017 1.06 - 10/21/2017 1.04 - 10/28/2017 - 11/04/2017 - 11/11/2017 - 11/18/2017 - 11/25/2017 - 12/02/2017 - 12/09/2017 - 12/16/2017 - 12/23/2017 - 12/30/2017 - 12/31/2017 02-MAR-2018 15:35:06 1.07 1.04 1.01 1.00 0.99 0.98 0.97 0.97 0.96 0.95 0.95 0.95 0.96 0.96 0.97 0.97 0.97 0.97 0.97 0.97 0.98 0.98 0.99 0.99 1.00 1.00 1.01 1.01 1.01 1.01 1.00 v1.00 1.00 1.04 1.07 1.11 1.14 1.12 1.05 1.06 1.07 1.07 1.07 1.07 1.07 1.07 1.05 1.03 1.01 1.11 1.08 1.05 1.04 1.03 1.02 1.01 1.01 1.00 0.99 0.99 0.99 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.031 1.03 1.04 1.04 1.05 1.05 1.05 1.05 1.04 1.04 1.04 1.08 1.11 1.16 1.19 1.17 1.15 1.13 1.10 1.08 1.09 1.10 1.11 1.11 1.11 1.11 1.11 1.11 1.09 1.07 1.05 830UPD NOTICE Completion of staff renew Ind. es permit application meets minimum requirements untie Miami 21andlor Ciryof Miami Code.oHY Tlvs permit application will need to be e. hedded Ma public fearing in accordance Mil timelines set forth in Me Ciyof Miami Code. The applicable decision -Making y ble hotly. rewMa the permit application M Ca pubk bearing and render elthea recommendation or a final deCsm. PZ-18-263 01/22/19 6_8700_PKSEASON.TXT Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Appendix D Miami -Dade Transit Data Evaluating unlicensed Dy Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ASTOP 12 12 12 1 NORTHBOUND 605 AM Peak 7167 46 12 12 12 1 NORTHBOUND 630 AM Peak 7167 46 12 12 12 1 NORTHBOUND 700 AM Peak 7167 46 1 12 12 12 1 NORTHBOUND 730 AM Peak 7167 46 12. 12 12 12 1 NORTHBOUND 800 AM Peak 7167 46 8.4 12 12 12 1 NORTHBOUND 830 AM Peak 7167 46 13.1 12 12 12 1 NORTHBOUND 1500 PM Peak 7167 46 21.3 12 12 12 1 NORTHBOUND 1530 PM Peak 7167 46 4.0 12 12 12 1 NORTHBOUND 1600 PM Peak 7167 46 12.8 12 12 12 1 NORTHBOUND 1630 PM Peak 7167 46 14.8 12 12 12 1 NORTHBOUND 1700 PM Peak 7167 46 15.1 12 12 12 1 NORTHBOUND 1730 PM Peak 7167 46 14.7 12 12 12 0 SOUTHBOUND 615 AM Peak 7131 46 12.3 12 12 12 0 SOUTHBOUND 635 AM Peak 7131 46 13.4 12 12 12 0 SOUTHBOUND 655 AM Peak 7131 46 19.2 12 12 12 0 SOUTHBOUND 725 AM Peak 7131 46 22.4 12 12 12 0 SOUTHBOUND 755 AM Peak 7131 46 5.8 12 12 12 0-/SUTHBOUND 825 AM Peak 7131 46 28.8 12 12 12 0 SOUTHBOUND 855 AM Peak 7131 46 20.3 12 12 12 0 SOUTHBOUND 1525 PM Peak 7131 46 13.4 12 12 12 0 SOUTHBOUND 1555 PM Peak 7131 46 15.6 12 12 12 0 SOUTHBOUND 1625 PM Peak 7131 46 11.8 12 12 12 0 SOUTHBOUND 1655 PM Peak 7131 46 2.0 12 12 12 0 SOUTHBOUND 1725 PM Peak 7131 46 10.9 12 12 12 0 SOUTHBOUN 1755 PM Peak 7131 46 11.9 21 21 21 1 NORTHBOUND 605 AM Peak 7167 26 1.5 21 21 21 1 NORTHBOUND 635 AM Peak 7167 26 1.9 ` 21 21 21 1 �[vORTHBOUN 705 AM Peak 7167 26 11.8 21 21 21 1 NORTHBOUND 735 AM Peak 7167 26 17.5 21 21 21 1 NORTHBOUND 805 AM Peak 7167 26 2.3 21 21 21 1 NORTHBOUND 835 / AM Peak 7167 26 2.4 21 21 1 1 NORTHBOUND 1505 PM Peak 7167 26 30.3 21 21 21 1 NORTHBOUND 1535 PM Peak 7167 26 13.3 21 21 21 1 NORTHBOUND 1605 PM Peak 7167 26 14.4 21 21 21 NORTHBOUND 1635 PM Peak 7167 26 6.2 21 21 21 1 NORTHBOUND 1705 PM Peak 7167 26 4.1 21 21 21 1 NORTHBOUND 1735 PM Peak 7167 26 17.3 21 21 21 0 SOUTHBOUND 613 AM Peak 7131 46 11.9 21 21 21 0 SOUTHBOUND 638 AM Peak 7131 46 22.4 21 2I'1 21 0 SOUTHBOUND 705 AM Peak 7131 46 2.8 21 21 21 0 SOUTHBOUND 735 AM Peak 7131 46 3.0 21 21 21 0 SOUTHBOUND 805 AM Peak 7131 46 18.5 21 21 21 0 SOUTHBOUND 837 AM Peak j I7131 46 22.9 21 21 21 0 SOUTHBOUND 1506 PM Peak 7131 46 20.0 21 21 21 0 SOUTHBOUND 1536 PM Peak 7131 46 5.1 21 21 21 0 SOUTHBOUND 1606 PM Peak 7131 46 4.2 21 21 21 0 SOUTHBOUND 1636 PM Peak 7131 46 17.5 21 21 21 0 SOUTHBOUND 1707 PM Peak 7131 46 10.7 21 21 21 0 SOUTHBOUND 1740 PM Peak 7131 46 3.3 32 32 32 1 NORTHBOUND 615 AM Peak 7133 16 25.8 32 32 32 1 NORTHBOUND 639 AM Peak 7133 16 7.1 32 32 32 1 NORTHBOUND 703 AM Peak 7133 16 16.1 32 32 32 1 NORTHBOUND 727 AM Peak 7133 16 30.3 32 32 32 1 NORTHBOUND 751 AM Peak 7133 16 2.4 32 32 32 1 NORTHBOUND 815 AM Peak 7133 16 21.0 32 32 32 1 NORTHBOUND 839 AM Peak 7133 16 13.4 32 32 32 1 NORTHBOUND 1519 PM Peak 7133 16 9.2 32 32 32 1 NORTHBOUND 1543 PM Peak 7133 16 5.6 32 32 32 1 NORTHBOUND 1607 PM Peak 7133 16 16.0 NOTICE canpemnm:orcrqq.�vvirr4�j rtee:perm!rapgiononmeeis minimum nl reguircmeit appld&MiS,,21and/or NeciryofMiami Code, only. T,swmrtaagiorionwinrneeaw eewKaueafor a public Kane. Tacapplicble me-imaset fonM1 inMe*.a Miami cone. me applicable decision -making hotly. review neaenmapgiao 9chaaringa rstlm emwa re�icaaaeraiaeotn. PZ. 48263 Q1/4?/19 10.0% 32.0% 37.0% 37.8% 36.7% 30.8% 33.5% 47.9% 56.0% 14.5% 72.0% 50.7% 33.6% 39.0% 29.6% 5.0% 27.2% 29.7% 3.7% 4.7% 29.4% 43.9% 5.7% 6.1% 75.7% 33.1% 36.1% 15.5% 10.3% 43.2% 29.8% 55.9% 7.1% 7.5% 46.3% 57.3% 50.0% 12.7% 10.5% 43.8% 26.6% 8.4% 64.5% 17.6% 40.3% 75.8% 6.1% 52.5% 33.6% 22.9% 14.0% 40.0% Evaluating unlicensed Dy Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ASTOP 32 32 32 1 NORTHBOUND 1631 PM Peak 7133 16 32 32 32 1 NORTHBOUND 1655 PM Peak 7133 16 32 32 32 1 NORTHBOUND 1719 PM Peak 7133 16 32 32 32 1 NORTHBOUND 1743 PM Peak 7133 16 20. 32 32 32 0 SOUTHBOUND 612 AM Peak 7166 127 1.8 32 32 32 0 SOUTHBOUND 632 AM Peak 7166 127 17.9 32 32 32 0 SOUTHBOUND 649 AM Peak 7166 127 11.9 32 32 32 0 SOUTHBOUND 713 AM Peak 7166 127 19.0 47.6% 32 32 32 0 SOUTHBOUND 737 AM Peak 7166 127 1.7 4.1% 32 32 32 0 SOUTHBOUND 803 AM Peak 7166 127 9.3 23.3% 32 32 32 0 SOUTHBOUND 830 AM Peak 7166 127 3.2 8.0% 32 32 32 0 SOUTHBOUND 854 AM Peak 7166 127 10.6 26.6% 32 32 32 0 SOUTHBOUND 1512 PM Peak 7166 127 22.8 57.1% 32 32 32 0 SOUTHBOUND 1536 PM Peak 7166 127 1.5 3.6% 32 32 32 0 SOUTHBOUND 1558 PM Peak 7166 127 21.2 53.0% 32 32 32 0 SOUTHBOUND 1622 PM Peak 7166 127 22.0 55.0% 32 32 32 0 SOUTHBOUND 1646 PM Peak 7166 127 7.9 19.8% 32 32 32 SOUTHBOUND 1710 PM Peak 7166 127 - . 11.4 28.5% 32 32 32 0 SOUTHBOUND 1734 PM Peak 7166 127 11.3 28.3% 95 95 95 1 NORTHBOUND 618 AM Peak 7166 44 .8 1.9% 95 95 •5 1 NORTHBOUND 618 AM Peak 7167 45 1.7 4.3% 95 95 95 1 NORTHBOUND 648 AM Peak 7166 44 1.7 4.2% 95 95 95 1 NORTHBOUND 648 AM Peak 7167 45 4.0 9.9% 95 95 95 1 NORTH UND 733 AM Peak 7166 44 1.6 4.0% 95 95 95 1 NORTHBOUN 733 AM Peak 7167 45 3.3 8.3% 95 95 95 1 NORTHBOUND 753 AM Peak 7167 45 1.5 3.8% 95 95 95 1 NORTHBOUND 818 AM Peak 7166 44 1.5 3.9% 95 95 95 1 NORTHBOUN 818 AM Peak 7167 45 2.4 6.0% 95 95 95 1 NORTHBOUND 1530 PM Peak 7166 44 20.9 52.3% 95 95 95 1 NORTHBOUND 1530 PM Peak 7167 45 21.0 52.4% 95 95 \ 95 1 NORTHBOUND 1540 / PM Peak 7166 44 11.4 28.4% 95 95 $5 1 NORTHBOUND 1540 PM Peak 7167 45 11.0 27.6% 95 95 95 1 NORTHBOUND 1600 PM Peak 7166 44 32.0 80.0% 95 95 95 1 NORTHBOUND 1600 PM Peak 7167 45 32.0 80.0% 95 95 95 1 .NORTHBOUND 1610 PM Peak 7166 44 15.4 38.5% 95 95 95 1 NORTHBOUND 1610 PM Peak 7167 45 15.5 38.7% 95 95 95 1 NORTHBOUND 1620 PM Peak 7166 44 19.0 47.6% 95 95 95 1 NORTHBOUND 1620 PM Peak 7167 45 19.1 47.8% 95 95 95 1 NORTHBOUND 1630 PM Peak 7166 44 24.2 60.6% 95 95 95 1 NORTHBOUND 1630 PM Peak 7167 45 24.8 61.9% 95 95 95 1 NORTHBOUND 1640 PM Peak 7166 44 17.9 44.78 95 95 95 1 NORTHBOUND 1640 PM Peak 7167 45 18.0 45.1% 95 95 95 1 NORTHBOUND 1655 PM Peak j I7166 44 18.8 46.98 95 95 95 1 NORTHBOUND 1655 PM Peak 7167 45 14.9 37.2% 95 95 95 1 NORTHBOUND 1710 PM Peak 7166 44 26.9 67.3% 95 95 95 1 NORTHBOUND 1710 PM Peak 7167 45 25.3 63.2% 95 95 95 1 NORTHBOUND 1730 PM Peak 7166 44 17.3 43.3% 95 95 95 1 NORTHBOUND 1730 PM Peak 7167 45 17.4 43.5% 95 95 95 1 NORTHBOUND 1735 PM Peak 7166 44 19.6 49.00 95 95 95 1 NORTHBOUND 1735 PM Peak 7167 45 19.7 49.3% 95 95 95 0 SOUTHBOUND 603 AM Peak 6645 110 14.3 35.8% 95 95 95 0 SOUTHBOUND 618 AM Peak 6645 110 12.1 30.3% 95 95 95 0 SOUTHBOUND 628 AM Peak 6645 110 11.5 28.8% 95 95 95 0 SOUTHBOUND 628 AM Peak 6645 110 18.9 47.18 95 95 95 0 SOUTHBOUND 636 AM Peak 6645 110 13.9 34.6% 95 95 95 0 SOUTHBOUND 643 AM Peak 6645 110 12.2 30.68 95 95 95 0 SOUTHBOUND 653 AM Peak 6645 110 20.9 52.48 95 95 95 0 SOUTHBOUND 658 AM Peak 6645 110 10.0 25.18 95 95 95 0 SOUTHBOUND 700 AM Peak 6645 110 24.0 60.08 NOTICE Completion of staff r permit application meets minimum requimnen(Sth 1'IiOMaand/or the Ciryof Miami Code,ody Tfuspe lit application will need toeesd,edued fora public fearing in accoretateRtilimelines set form in be Ciryof Miami Coda The applicable decision -Making hotly. reWMv Me permit appliratlon aMaringandrendermalthea firuldedson. PZ48 263 01/2,.3/19 Evaluating unlicensed Dy Route_Pat ROUTE ROUTE AADRCTN 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 0 95 95 95 95 95 95 0 113 113 113 1 113 113 3 1 113 113 113 1 113 113 113 1 113 113 113 1 113 113 113 1 113 113 113 1 113 113 113 0 113 113 113 0 113 113 113 0 113 113 113 0 113 113 113 0 113 113 113 0 113 113 113 DIRECTION TRIPTIME TIME PERIOD AQSTOP ASTOP SOUTHBOUND 703 AM Peak 6645 110 SOUTHBOUND 708 AM Peak 6645 110 SOUTHBOUND 713 AM Peak 6645 110 SOUTHBOUND 718 AM Peak 6645 110 SOUTHBOUND 720 AM Peak 6645 110 SOUTHBOUND 723 AM Peak 6645 110 SOUTHBOUND 728 AM Peak 6645 110 SOUTHBOUND 730 AM Peak 6645 110 SOUTHBOUND 733 AM Peak 6645 110 SOUTHBOUND 738 AM Peak 6645 110 SOUTHBOUND 743 AM Peak 6645 110 SOUTHBOUND 758 AM Peak 6645 110 SOUTHBOUND 803 AM Peak 6645 110 SOUTHBOUND 808 AM Peak 6645 110 SOUTHBOUND 813 AM Peak 6645 110 SOUTHBOUND I 821 AM Peak 6645 110 SOUTHBOUND 828 AM Peak 6645 110 SOUTHBOUND 838 AM Peak 6645 110 SOUTHBOUND 858 AM Peak 6645 110 EASTBOUND 620 AM Peak 7166 9 EASTBOUND 655 AM Peak 7166 9 EASTBOUND 745 AM Peak 7166 9 EASTBOUND 830 AM Peak 7166 9 EASTBOUND 1540 PM Peak 7166 9 EASTBOUN 1630 PM Peak 7166 9 EASTBOUND 1715 PM Peak 7166 9 WESTBOUND 626 AM Peak 7133 68 WESTBOUND 702 AM Peak 7133 68 WESTBOUND 743 AM Peak 7133 68 WESTBOUND 825 AM Peak 7133 68 WESTBOUND 1546 PM Peak 7133 68 WESTBOUND 1629 / PM Peak 7133 0 WESTBOUND 1714PM Peak 7133 /***************"'/ 68 LL) 1 9. 14.4 14.0 16.9 12.4 12.5 12.0 13.0 23.8 8.2 16.8 11.5 13.9 13.7 12.6 17.2 4.1 4.9 12.5 7.5 8.4 8.9 4.7 10.0 12.1 14.9 11.2 8.1 8.2 7.8 NOTICE canpemnor:orcrqqv�vvirrOpi)rteeapermitapgioeonmeea minimum . This pmetth rkbS,,21afoe/or NaciyorMiami Code, only. This wmrtapplication will need to be wKaueafor a public rearing Taccor*Qe wltlaion-massetronM1 inMe*.of Miami cone. me applicable aeeizioo-making hotly. review nepermaappu<aoo 9cnorinq arar erorna re�iio �aeraseeotn. PZ.48263 0$2/19 30.9% 31.1% 29.9% 32.6% 59.5% 20.6% 42.1% 28.78 34.7% 34.2% 31.4% 43.0% 10.2% 12.2% 31.3% 18.8% 21.0% 22.2% 11.6% 25.0% 30.4% 37.20 28.00 20.2% 20.50 19.5% Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 pUBUC Metrorail Ridership 0 AM Peak Hour Ridership 15-Minute Counts Calculated Peak Hour Station n Out Directional Ridership n Out Directional Ridership He Overtown Metrorail (Southbound) 248 992 5 min, NOTICE of staff review Inakares permit application meets requirements under Mum 21and/or the Cl of Mums ylhs permit application willreMbe dded edded fora a 'ng in accordance with timeline set forth in the City of Code. The applicable tleciskn-malting bodywrlreWev mtt application at tM public rearing and ceder eMne recommendation or a final detlsm. Overtown Metrorail (Northbound) 260 1040 3 min, 2 PZ-18-263 01/22/19 PM Peak Hour Ridership 15-Minute Counts Calculated Peak Hour Station Overtown Metrorail (Southbound) Overtown Metrorail (Northbound) In Out Directional Riclership 620 280 In Out Directional Ridership 2480 - I 1120 Headway 4 min, 30 sec 4 min, 28 sec K:\FTL_TPTO\043157001- Miami Produce\Data \Trans't\[Ridership fo Metrorail and Metromover.xlsx]Ridership R f /EW 0Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Metrorail Station � 0apUBUCN NORTHSIDE SHOPPING CENTER NW79St 4 NORTH MAP NOT TO SCALE 07/12 NW 19 Ave METRORAIL NW 71 St a> NW67St NW 62 St z 0 Q Santa Clara Metrorail Station Civic Center Metrorail Station CV T z (IQ C‘1 S z ♦ 9� Vizcaya (Z)4. Mercy 0 Metrorail :� Hospital Station Allapattah Metrorail Station a Q NOTICE 0 rc Completion of staff renewInckares perm application meets minimum requirements under Miami atandlorthe CiryoeMiami Coae,onrT is permit application will needw be schedded Ma public rearing in accordance Mil timelines set north in Me Ciry of Miami Code. The applicable decision -Making hoy rewMa the permit application at Ca pub& hearing and render elthea recommendation or a final deCson. T4 PZ-18-2631/9 Q��' REVIEW Cps NW 36 St NW 33 St COCONUT GROVE Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt W METROBUS IOTICE f l revues IMkates permit application meets Mia 1 fl C Miaml �i tleE fora cordame Him timelines sec forlb In me Ciryof Me decision -making botlywtl rewev e avon opublic Maland render althea final de dedson (https /Avww. tagram.com/gorniamida 12 (Northbound) WEEKDAY MERCY HOSPITAL VIZCAYA METRORAIL STATION SW 12 AV & 1 ST NW 12 AV & 15 ST ALLAPATTAH METRORAIL STATION NW 71 ST & 12 AV NW 79 ST & 27 AV NORTHSIDE METRORAIL STATION 05:41AM 05:53AM 06:03AM 06:11AM 06:18AM 06:32AM 06:40AM 06:44AM 06:05AM 06:16AM 06:26AM 06:34AM 06:41AM 06:55AM 07:05AM 07:09AM 06:30AM 06:41AM 06:51AM 06:59AM 07:O6AM 07:23AM 07:33AM 07:37AM 07:OOAM 07:12AM 07:25AM 07:34AM 07:41AM 07:58AM 08:O8AM 08:12AM 07:30AM 07:42AM 07:55AM 08:05AM 08:12AM 08:28AM 08:38AM 08:42AM 08:OOAM 08:12AM 08:25AM 08:35AM 08:42AM 08:58AM 09.08AM 09:12AM 08:30AM 08:42AM 08:55AM 09:05AM 09:12AM 09:27AM 09:36AM 09:40AM 09:OOAM 09:12AM 09:23AM 09:32AM 09:39AM 09:54AM 10:03AM 10:07AM 09:30AM 09:42AM 09:53AM 10:02AM 10:09AM 10:25AM 10:34AM 10:38AM 10:OOAM 10:12AM 10:23AM 10:32AM 10:39AM 10:55AM 11:04AM 11:08AM 10:30AM 10:42AM 10:53AM 11:02AM 11:09AM 11:25AM 11:34AM 11:38AM 11:00AM 11',12AM 11:23AM 11:32AM 11:39AM 11:55AM 12:04PM 12:08PM 11:30AM 11'.42AM 11:53AM 12:02PM 12:09PM 12:25PM 12:34PM 12:38PM 12:OOPM 12:12PM 12:23PM 12:32PM 12:39PM 12:55PM 01:04PM 01:O8PM 12:30PM 12:42PM 12:53PM 01:02PM 01:09PM 01:25PM 01:34PM 01:38PM 01:OOPM 01:12PM 01:23PM 01:32PM 01:39PM 01:55PM 02:05PM 02:09PM 01:30PM 01:42PM 01:53PM 02:02PM 02:09PM 02:26PM 02:36PM 02:40PM 02:OOPM 02:12PM 02:23PM 02:32PM 02:39PM 02:56PM 03:O6PM 03:10PM 02:30PM 02:42PM 02:53PM 03:03PM 03:10PM 03:29PM 03:39PM 03:43PM 03:OOPM 03:13PM 03:25PM 03:35PM 03:42PM 04:01PM 04:11PM 04:15PM 03:30PM 03:43PM 03:55PM 04:05PM 04:12PM 04:31PM 04:41PM 04:45PM 04:OOPM 04:13PM 04:25PM 04:35PM 04:42PM 05:01PM 05:11PM 05:15PM 04:30PM 04:43PM 04:55PM 05:05PM 05:12PM 05:30PM 05:40PM 05:44PM 05:OOPM 05:13PM 05:25PM 05:35PM 05:42PM 06:00PM 0A10PM 06:14PM 05:30PM 05:43PM 05:55PM 06:05PM 06:11PM 06:27PM 06:37PM 06:41PM 06:OOPM 08:13PM 06:24PM 06:32PM 06:38PM 06:54PM 07:04PM 07:O8PM 06:30PM 06:43PM 06:54PM 07:02PM 07:OSPM 07:24PM 07:34PM 07:38PM 07:20PM 07:33PM 07:44PM 07:52PM 07:58PM 08:14PM 08:23PM 08:26PM 08:25PM 08:36PM 08:45PM 08:51PM 08:56PM 09:10PM 09:18PM 09:21PM 09:40PM 09:50PM 09:58PM 10:04PM 10:09PM 10:22PM 10:30PM 10:33PM 10:45PM 10:55PM 11:03PM 11:09PM 11:14PM 11:27PM 11:34PM 11:37PM Back to previous page (javascript historygo(-11) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM HIM http://www.miamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=12&rtName=12 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade County NOTICE Conpemn of staff renew Inc kates perm application meets minimum requirements under Miam atandlor Ciryof Miami Coae,onrT is permit application will need to be e schedded Ma public tearing in accordance Mil timelines set forth in the Cilyof Miami Code. The applicable decision -Making boywilrewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCson. PZ-18-263 01/22/19 http://www.miamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=12&rtName=12 2/2 Evaluating unlicensed DynamicPDF feature r'';^I, "^.^ f ,�^+^;'� '11:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt METROBUS IOTICE f l reUew lMkates permit application meets Mia 1 Glort C Miaml �i tleE fora coraarce Him timelines sec fMh In me cirym Ne decision -making body wtl reWsw s avon oblc nearing and render althea final EeCsm 12 (Southbound) WEEKDAY NORTHSIDE METRORAIL STATION NW 79 ST & 27 AV NW 12 AV & 70 ST ALLAPATTAH METRORAIL STATION NW 12 AV & 16 ST SW 12 AV & 2 ST VIZCAYA METRORAIL STATION MERCY HOSPITAL 04:40AM 04:42AM 04:49AM 04:59AM 05:05AM 05:12AM 05:19AM 05:29AM 05:15AM 05:17AM 05:24AM O.5:34AM 05:40AM 05:47AM 05:54AM 06:04AM 05:45AM 05:47AM 05:54AM 06:06AM 06:13AM 06:20AM 06:28AM 06:38AM 06:15AM 06:18AM 06:27AM 06:39AM 06:46AM 06:53AM 07:O6AM 07:18AM 06:35AM 06:38AM 06:47AM 06:59AM 07:07AM 07:17AM 07:30AM 07,42AM 06:55AM 06:58AM 07:09AM 07:25AM 07:33AM 07:43AM 07:56AM 06:08AM 07:25AM 07:29AM 07:40AM 07:56AM 08:04AM 08:14AM 08:27AM 08:39AM 07:55AM 07:59AM 08:10AM 08:26AM 08:34AM 08:44AM 08:57AM 09:09AM 08:25AM 08:29AM 08:40AM 08:56AM 09:04AM 09:14AM 09:26AM 09:38AM 08:55AM 08:59AM 09:10AM 09:24AM 09:31AM 09:41AM 09:53AM 10:05AM 09:25AM 09:29AM 09:38AM 09:52AM 09:59AM 10:09AM 10:21AM 10:33AM 09:55AM 09:59AM 10:O8AM 10:22AM 10:29AM 10:39AM 10:51AM 11:03AM 10:25AM 10:29AM 10:38AM 10:52AM 10:59AM 11:09AM 11:21AM 11:33AM 10:55AM 10:59AM 11:08AM 11:22AM 11:29AM 11:39AM 11:51AM 12:03PM 11:25AM 11:30AM 11:39AM 11:53AM 12:00PM 12:10PM 12:22PM 12:34PM 11:55AM 12:00PM 12:09PM 12:23PM 12:30PM 12:40PM 12:52PM 01:04PM 12:25PM 12:30PM 12:39PM 12:53PM 01:00PM 01:10PM 01:22PM 01:34PM 12:55PM 01:00PM 01:09PM 01:23PM 01:30PM 01:40PM 01:52PM 02:04PM 01:25PM 01:30PM 01:39PM 01:53PM 02:OOPM 02:11PM 02:24PM 02:36PM 01:55PM 02:OOPM 02:10PM 02:25PM 02:32PM 02:43PM 02:56PM 03:08PM 02:25PM 02:30PM 02:40PM 02:55PM 03:02PM 03:13PM 03:26PM 03:38PM 02:55PM 03:00PM 03:11PM 03:26PM 03:33PM 03:44PM 03:57PM 04:09PM 03:25PM 03:30PM 03:41PM 03:56PM 04:03PM 04:14PM 04:27PM 04:39PM 03:55PM 04:00PM 04:11PM 04:27PM 04:34PM 04:45PM 04:58PM 05:10PM 04:25PM 04:30PM 04:41PM 04:57PM 05:04PM 05:15PM 05:28PM 05:40PM 04:55PM 05:OOPM 05:11PM 05:25PM 05:32PM 05:43PM 05:56PM 06:08PM 05:25PM 05:30PM 05:41PM 05:55PM 06:02PM 06:11PM 06:22PM 06:34PM 05:55PM 06:OOPM 06:10PM 06:23PM 06:30PM 06:39PM 06:50PM 07:02PM 06:25PM 06:29PM 06:39PM 06:52PM 06:59PM 07:O8PM 07:19PM 07:31PM 07:OOPM 07:04PM 07:14PM 07:27PM 07:34PM 07:43PM 07:54PM 08:O6PM 07:50PM 07:54PM 08:04PM 08:16PM 08:22PM 08:29PM 08:37PM 08:47PM 08:35PM 08:38PM 08:48PM 09:OOPM 09:05PM 09:12PM 09:19PM 09:29PM 09:35PM 09:38PM 08:46PM O9:56PM 10:01PM 10:O8PM 10:15PM 10:25PM 10:45PM 10:48PM 10:56PM 11:O6PM 11:11PM 11:18PM 11:25PM 11:35PM 11:45PM 11:48PM 11:56PM 12:O5AM 12:10AM 12:17AM 12:24AM 12:34AM Back to previous page (javascript: historygo(-111 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M® http://www.miamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=12&rtName=12 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade County NOTICE Cormletlon of staff renew Inc kates perm application meets minimum requirements under Miam atandlor Ciryof Miami Coae,onrT is permit application will need to be e schedded Ma public tearing in accordance Mil timelines set forth in the Cilyof Miami Code. The applicable decision -Making boywilrewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCson. PZ-18-263 01/22/19 http://www.miamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=12&rtName=12 2/2 Evaluv g unlicensed n;micPDF feature. Click here for details. [31:45:d17] u I J NW79St N Northside Metrorail Station z NW 19 Ave NW 71 St a) a) N T z NW 67 St NOTICE Completion of staff renew indicates perm application meets minimum requirements under Miami atandlor Ciryof Miami Coae.ony m: pernitappliwfianwill need to be e s bedded fora public nearing in accordance Mil timelines sec forth in the Ciy of Miami Code. The applicable decision -Making hotly. rewMa the permit application M the put& hearing and render althea recommendation or a final dee'sfon. a) Santa Clara ' > Metrorail Station , c NW 20 St Io Jackson Memorial Hospital ■-06) PZ-18-263 01/22/19 —iyNW 36 St Allapattah Metrorail Station Bascom Palmer ■ Eye Institute a> a) z 0 NW 17 St NW 33 St a) z 1 NW10St L NW 6 St NW5St-1 0 0 > Q N NORTH Fla tSt MAP NOT TO SCALE 9er t 10/2014 , mcii , SW 1 St co Downtown Bus Terminal a) ✓ Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt W METROBUS IOTICE f l revues IMkates permit application meets Mia 1 fl C Miaml �i tleE fora coraarce Him timelines sec forlb In me Ciryof Me decision -making botlywtl rewev e avon oblc Manna and render althea final deCsm (hops Glvww. tagram.com/gorniamida 21 (Northbound) WEEKDAY DOWNTOWN METROBUS TERMINAL NW 9 AV & 17 ST ALLAPATTAH METRORAIL STATION NW 71 ST & 12 AV NW 79 ST & 27 AV NORTHSIDE METRORAIL STATION 05:35AM 05:47AM 05:52AM 06:06AM 06:14AM 06:18AM 06:05AM 06:19AM 06:25AM 06:39AM 06:47AM 06:51AM 06:35AM 06:49AM 06:55AM 07:11AM 07:21AM 07:25AM 07:05AM 07:22AM 07:29AM 07:45AM 07:55AM 07:59AM 07:35AM 07:52AM 07:59AM 08:16AM 08:26AM 08:30AM 08:O5AM 08:23AM 08:30AM 08:47AM 08:57AM 09:01AM 08:35AM 08:53AM 09:00AM 09:15AM 09:24AM 09:28AM 09:05AM 09:23AM 09:30AM 09:45AM 09:54AM 09:58AM 09:35AM 09:53AM 10:01AM 10:17AM 10:26AM 10:30AM 10:05AM 10:22AM 10:30AM 10:46AM 10:55AM 10:59AM 10:35AM 10:52AM 11:OOAM 11:16AM 11:25AM 11:29AM 11:05AM 11:22AM 11:30AM 11:46AM 11:55AM 11:59AM 11:35AM 11:52AM 12:OOPM 12:16PM 12:25PM 12:29PM 12:05PM 12:22PM 12:30PM 12:46PM 12:55PM 12:59PM 12:35PM 12:52PM 01:OOPM 01:16PM 01:25PM 01:29PM 01:05PM 01:22PM 01:30PM 01:46PM 01:55PM 01:59PM 01:35PM 01:52PM 02:D1PM 02:18PM 02:28PM 02:32PM 02:05PM 02:23PM 02:32PM 02:49PM 02:59PM 03:03PM 02:35PM 02:53PM 03:03PM 03:22PM 03:32PM 03:36PM 03:05PM 03:23PM 03:33PM 03:52PM 04:02PM 04:O6PM 03:35PM 03:53PM 04:05PM 04:24PM 04:34PM 04:38PM 04:05PM 04:23PM 04:35PM 04:54PM 05:04PM 05:O6PM 04:35PM 04:53PM 05:05PM 05:23PM 05:33PM 05:37PM 05:05PM 05:23PM 05:34PM 05:52PM 06:02PM 06:05PM 05:35PM 05:53PM 06:04PM 06:20PM 06:30PM 06:33PM 08:05PM 06:20PM 06:27PM 06:43PM 06:53PM 08:56PM 06:35PM 06:50PM 06:57PM 07:13PM 07:23PM 07:26PM 07:05PM 07:20PM 07:27PM 07:43PM 07:53PM 07:56PM 07:54PM 08:09PM 08:15PM 08:29PM 08:38PM 08:41PM 08:52PM 09:06PM 09:12PM 09:25PM 09:33PM 09:35PM 10:07PM 10:21PM 10:27PM 10:40PM 10:48PM 10:50PM 11:38PM 11:50PM 11:55PM 12:08AM 12:15AM 12:17AM Back to previous page (/avascnpt: history.go(-111 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM MIAM &rtName=21 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade County NOTICE Completion of staff renew Inc kates perm application meets minimum requirements under Miam atandlor Ciryof Miami Coae,onrT is permit application will need to be e schedded Ma public tearing in accordance Mil timelines set forth in the Cilyof Miami Code. The applicable decision -Making hoy rewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCson. PZ-18-263 01/22/19 http://www.miamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=21 &rtName=21 2/2 Evaluating unlicensed DynamicPDF feature r'"^'- "^— ,L :45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt 0 METROBUS IOTICE f l revues IMkates permit application meets Mia 1 fl C Miaml �i tleE fora cordame Him timelines secfMhIn me C Of Me decision -making botlywtl rewev e avon opublic Maland render althea final de dedson 21 (Southbound) WEEKDAY NORTHSIDE METRORAIL STATION NW 79 ST & 27 AV NW 12 AV & 70 ST ALLAPATTAH METRORAIL STATION NW 9 AV & 17 ST DOWNTOWN METROBUS TERMINAL 05:26AM 05:28AM 05:35AM 05:45AM 05:52AM 06:03AM 05:52AM 05:54AM 06:01AM 06:13AM 06:21AM 06:33AM 06:15AM 06:18AM 06:27AM 06:39AM 06:47AM 07:03AM 06:39AM 06:42AM 06:51AM 07:07AM 07:17AM 07:33AM 07:05AM 07:09AM 07:20AM 07:36AM 07:46AM 08:03AM 07:34AM 07:38AM 07:49AM 08:05AM 08:16AM 08:33AM 08:04AM 08:OSAM 08:19AM 08:35AM 08:46AM 09:03AM 08:35AM 08:39AM 08:50AM 09:06AM 09:16AM 09:33AM 09:09AM 09:13AM 09:22AM 09:36AM 09:46AM 10:03AM 09:40AM 09:44AM 09:53AM 10:07AM 10:16AM 10:33AM 10:09AM 10:14AM 10:23AM 10:37AM 10:46AM 11:03AM 10:39AM 10:44AM 10:53AM 11:07AM 11:16AM 11:33AM 11'.09AM 11:14AM 11:23AM 11:37AM 11:46AM 12:03PM 11 39AM 11:44AM 11:53AM 12:07PM 12:16PM 12:33PM 12:09PM 12:14PM 12:23PM 12:37PM 12:46PM 01:03PM 12:39PM 12:44PM 12:53PM 01:07PM 01:16PM 01:33PM 01:09PM 01:14PM 01:23PM 01:37PM 01:46PM 02:03PM 01:38PM 01:43PM 01:52PM 02:07PM 02:16PM 02:33PM 02:07PM 02:12PM 02:22PM 02:37PM 02:46PM 03:03PM 02:37PM 02:42PM 02:52PM 03:07PM 03:16PM 03:33PM 03:O6PM 03:11PM 03:22PM 03:37PM 03:46PM 04:03PM 03:34PM 03:39PM 03:50PM 04:06PM 04:16PM 04:33PM 04:04PM 04:09PM 04:20PM 04:36PM 04:46PM 05:03PM 04:36PM 04:41PM 04:52PM 05:08PM 05:17PM 05:33PM 05:O8PM 05:13PM 05:24PM 05:38PM 05:47PM 06:03PM 05:40PM 05:45PM 05:56PM 06:10PM 06:18PM 06:33PM 06:13PM 06:17PM 06:27PM 06:40PM 06:48PM 07:03PM 07:02PM 07:O6PM 07:16PM 07:29PM 07:37PM 07:52PM 08:03PM 08:06PM 08:16PM 08:28PM 08:36PM 08:50PM 09:18PM 09:21PM 09:29PM 09:39PM 09:46PM 10:OOPM 10:55PM 10:58PM 11:06PM 11:15PM 11:22PM 11:35PM Back to previous page (javascdpt: historygo(-11) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www. m iamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&d it=South bou nd&rt=21 &rtName=21 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade County NOTICE Completion of staff renew Ind. es permit application meets minimum requirements untie Miami atandlor Ciryof Miami Coae,onrT is permit application will need to be e schedded Ma public tearing in accordance Mil timelines set forth in the Ciry of Miami Code. The applicable decision -Making hoy rewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCsm. PZ-18-263 01/22/19 http://www. m iamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&d it=South bou nd&rt=21 &rtName=21 2/2 • O Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] co NW 206 Terr F Landmark Learning ■ Center a) z NW 167 St a) Q cr) NW 203 Terr NW 201 St Florida Memorial College NW 42 Ave a) z NW 159 St NW 157 St NW 37 Ave NW 191 St NW 171 St St.Thomas > University aa Gra�ati Opa-locka Tri-Rail Station MDC North Campus MDC served Weekdays and Saturdays only MAP NOT TO SCALE 12/2015 Carol City I M 5 z NW 151 St Opa-locka Blvd 1 c 135 St Santa Clara & Civic Center Station a) Q 20 St ; 20 St VA NW Hosp7lin > 17 St 76 St N NW 32 Ave Y NW 113 St 12 rim4 a t NW 110 St CC 17) c0 w Li Station Northside Metrorail Southbound bus does not enter station METRORAIL NW 20 St CIVIC CENTER LIBERTY CITY a) N w z Adrienne Arsht Center Metromover Station/ Bus Terminal pUBLICyF qR), oa,a NOTICE Completion of stall review indicates per. appbcalon meets minnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance Wt timelines set forth In the City of Miami Code. The applicable decison-malting body wi 11 renew the permit application at the public hearing and render either a recommendation or a Ural decision. PZ-18-263 01/22/19 RFVI EW NE 19 St NE 17 Terr a) 0 c� m NE14St z 0 r Evaluating unlicensed DynamicPDF feature Click hPrPin riPtail_s f31:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt W METROBUS IOTICE f l revues IMicates permit application meets Mia 1 dlort C Miaml �i tleE fora cordarce Him timelines sec forMb In me Ciryof Ne decision -making bodywtl rewev e avon opublic FMaland render althea anal de deddon 32 (Northbound) WEEKDAY OMNI TERMINAL / ARSHT NW 12 AV & NW 32 AV & NW 32 AV & NORTHSIDE METRORAIL NW 32 AV & MIAMI DADE COLLEGE OPA-LOCKA TRI-RAIL NW 171 ST & NW 47 AV & 168 NW 47 AV & NW 47 AV & METROMOVER 16 ST 34 ST 36 ST STATION 103 ST NORTH CAMPUS STATION 32 AV TERR 183 ST 199 ST 06:01AM 06:07AM 06:12AM 06:24AM 06:33AM 06:44AM 06:47AM 06:57AM 05:27AM 05:39AM 05:50AM 05:51AM 05:57AM 06:12AM 06:25AM 06:26AM 06:27AM 06:42AM 06:55AM 06:56AM 06:57AM 07:13AM 07:27AM 07:28AM 07:27AM 07:43AM 07:57AM 07:58AM 07:57AM 08:13AM 08:27AM 08:28AM 08:27AM 08:43AM 08:57AM 08:58AM 08:57AM 09:13AM 09:28AM 09:29AM 09:27AM 09:43AM 09:58AM 09:59AM 09:47AM 10:03AM 10:18AM 10:19AM 10:15AM 10:31AM 10:46AM 10:47AM 10:47AM 11:03AM 11:18AM 11:19AM 11:19AM 11:35AM 11:50AM 11:51AM 11:51AM 12:07PM 12:22PM 12:23PM 12:23PM 12:39PM 12:54PM 12:55PM 12:55PM 01:11PM 01:26PM 01:27PM 01:27PM 01:43PM 01:58PM 01:59PM 01:59PM 02:17PM 02:33PM 02:34PM 02:31PM 02:49PM 03:05PM 03:O6PM 03:01PM 03:19PM 03:35PM 03:36PM 03:31PM 03:49PM 04:O5PM 04:O6PM 04:01PM 04:19PM 04:35PM 04:36PM 04:31PM 04:49PM 05:05PM 05:O6PM 05:01PM 05:19PM 05:35PM 05:36PM 05:31PM 05:49PM 06:05PM 06:O6PM 06:01PM 06:19PM 06:35PM 06:36PM 06:31PM 06:49PM 07:05PM 07:O6PM 07:01PM 07:18714 07:28PM 07:29PM 07:31PM 07:46PM 07:58PM 07:59PM 08:07PM 08:22PM 08:34PM 08:35PM 09:07PM 09:21PM 09:32PM 09:33PM 10:07PM 10:21PM 10:32PM 10:33PM Page Last Edited: Mon Jan 30, 2017 2:39:07 PM 06:36AM 06:42AM 06:47AM 06:59AM 07:08AM 07:20AM 07:23AM 07:33AM 07:O6AM 07:12AM 07:17AM 07:30AM 07:39AM 07:51AM 07:54AM 08:04AM 07:38AM 07:44AM 07:49AM 08:02AM 08:11AM 08:23AM 08:26AM 08:36AM 08:08914 08:14AM 08:19AM 08:32AM 08:41AM 08:53AM 08:56AM 09:06AM 08:38AM 08:44AM 08:49AM 09:02AM 09:11AM 09:23AM 09:26AM 09:36AM 09:08AM 09:14AM 09:19AM 09:32AM 09:41AM 09:53AM 09:56AM 10:06AM 09:39AM 09:45AM 09:50AM 10:03AM 10:12AM 10:24AM 10:27AM 10:37AM 10:09AM 10:15AM 10:20AM 10:33AM 10:42AM 10:54AM 10:57AM 11:07AM 10:29AM 10:35AM 10:40AM 10:53AM 11:02AM 11:14AM 11:17AM 11:27AM 10:57AM 11:03AM 11:08AM 11:21AM 11:30AM 11:42AM 11:45AM 11:55AM 11:29AM 11:35AM 11:40AM 11:53AM 12:02PM 12:14PM 12:17PM 12:27PM 12:01PM 12:07PM 12:12PM 12:25PM 12:34PM 12:46PM 12:49PM 12:59PM 12:33PM 12:39PM 12:44PM 12:57PM 01:O6PM 01:18PM 01:21PM 01:31PM 01:05PM 01:11PM 01:16PM 01:29PM 01:38PM 01:5OPM 01:53PM 02:03PM 01:37PM 01:43PM 01:46PM 02:01PM 02:11PM 02:23PM 02:27PM 02:37PM 02:11PM 02:18PM 02:23PM 02:36PM 02:46PM 02:58PM 03:02PM 03:12PM 02:46PM 02:53PM 02:58PM 03:11PM 03:21PM 03:33PM 03:37PM 03:47PM 03:18PM 03:25PM 03:30PM 03:43PM 03:53PM 04:05PM 04:09PM 04:19PM 03:48PM 03:55PM 04:OOPM 04:13PM 04:23PM 04:35PM 04:39PM 04:49PM 04:18PM 04:25PM 04:30PM 04:43PM 04:53PM 05:05PM 05:09PM 05:19PM 04:48PM 04:55PM 05:00PM 05:13PM 05:23PM 05:35PM 05:39PM 05:48PM 05:18PM 05:25PM 05:30PM 05:43PM 05:53PM 06:O5PM 06:09PM 06:19PM 05:48PM 05:55PM 06:OOPM 06:13PM 06:23PM 06:35PM 06:39PM 06:49PM 06:18PM 06:25PM 06:30PM 06:43PM 06:53PM 07:O5PM 07:O8PM 07:17PM 06:48PM 06:55PM 07:OOPM 07:11PM 07:20PM 07:30PM 07:33PM 07:42PM 07:17PM 07:23PM 07:26P14 07:39PM 07:48PM 07:58PM 08:01PM 08:10PM 07:40PM 07:46PM 07:51PM 08:02PM 08:11PM 08:21PM 08:24PM 08:33PM 08:10PM 08:16PM 08:21PM 08:32PM 08:41PM 08:51PM 08:54PM 09:03PM 08:46PM 08:52PM 08:57PM 09:O8PM 09:16PM 09:26PM 09:29PM 09:37PM 09:42PM 09:47PM 09:52PM 10:02PM 10:10PM 10:20PM 10:23PM 10:31PM 10:42PM 10.47PM 10:52PM 11:02PM 11:10PM 11:20PM 11:23PM 11:31PM http://www.miamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=32&rtName=32 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade County NOTICE Conpemn of staff renew Inc kates perm application meets minimum requirements under Miam atandlor Ciryof Miami Coae,onrT is permit application will need to be e schedded Ma public tearing in accordance Mil timelines set forth in the Cilyof Miami Code. The applicable decision -Making boywilrewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCson. PZ-18-263 01/22/19 http://www.miamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=32&rtName=32 2/2 Evaluating unlicensed DynamicPDF feature r'';^t, "^.^ f ,�^+^;'� r11:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt METROBUS IOTICE f l reUew lMicates permit application meets Mia 1 dlort C Miaml �i tleE fora cordarce Him timelines sec forlb In me Ciryof Me decision -making bodywtl reWsw s avon obltl c nearing and rsxelmsa anal deddon 32 (Southbound) WEEKDAY NW 47 AV & NW 47 AV & NW 168 NW 171 ST & NW OPA-LOCKA TRI-RAIL MIAMI DADE COLLEGE NORTH NW 32 AV & NW 32 AV & 79 NW 32 AV&36 NW 32 AV & 34 NW 12 AV & 16 OMNI TERMINAL / ARSHT 199 ST TERR 32 AV STATION CAMPUS 103 ST ST ST ST ST METROMOVER 04:48AM 04:55AM 05:04AM 05:12AM 05:23AM 05:27AM 05:33AM 05:41AM 05:42AM 05:54AM 06:O5AM 05:10AM 05:17AM 05:26AM 05:34AM 05:38AM 05:45AM 05:54AM 06:02AM 06:00AM 06:07AM 06:18AM 06:26AM 06:24AM 06:31AM 06:42AM 06:50AM 06:51AM 06:58AM 07:11AM 07:20AM 07:19AM 07:28AM 07:41AM 07:50AM 07:49AM 07:58AM 08:11AM 08:20AM 08:21AM 08:30AM 08:43AM 08:52AM 08:51AM 09:00AM 09:14AM 09:23AM 09:22AM 0930AM 09:44AM 09:53AM 09:54AM 10:02AM 10:16AM 10:25AM 10:26AM 10:34AM 10:48AM 10:57AM 10:58AM 11:06AM 11:20AM 11:29AM 11:30AM 11:38AM 11:52AM 12:01PM 12:02PM 12:10PM 12:24PM 12:33PM 12:33PM 12:41PM 12:55PM 01:04PM 01:04PM 01:12PM 01:26PM 01:35PM 01:36PM 01:44PM 01:58PM 02:07PM 02:08PM 02:16PM 02:30PM 02:39PM 02:40PM 02:48PM 03:02PM 03:11PM 03:11PM 03:19PM 03:33PM 03:42PM 03:39PM 03:47PM 04:03PM 04:12PM 04:08PM 04:17PM 04:33PM 0442PM 04:38PM 04:47PM 05:03PM 05:12PM 05:08PM 05:17PM 05:33PM 05:42PM 05:41PM 05:50PM 06:06PM 06:15PM 06:19PM 08:28PM 06:44PM 06:53PM 07:04PM 07:12PM 07:24PM 07:32PM 07:34PM 07:42PM 07:54PM 08:02PM 08:38PM 08:46PM 08:58PM 09:06PM 09:41PM 09:48PM 09:58PM 10:06PM Page Last Edited: Mon Jan 30, 2017 2:39:07 PM 05:45AM 05:49AM 05:55AM 06:04AM 06:05AM 06:18AM 06:29AM 06:13AM 06:18AM 06:25AM 06:34AM 06:35AM 06:48AM 06:59AM 06:37AM 06:42AM 06:49AM 06:58AM 06:59AM 07:15AM 07:29AM 07:04AM 07:09AM 07:17Aivi 07:28AM 07:29AM 07:45AM 07:59AM 07:34AM 07:39AM 07:47AM 07:58AM 07:59AM 08:15AM 08:29AM 08:04AM 08:09AM 08:17AM 08:28AM 08:29AM 08:45AM 08:59AM 08:34AM 08:39AM 08:47AM 08:58AM 08:59AM 09:15AM 09:29AM 09:06AM 09:11AM 09:18AM 09:28AM 09:29AM 09:45AM 09:59AM 09:36AM 09:41AM 09:48AM 09:58AM 09:59AM 10:15AM 10:29AM 10:O6AM 10:11AM 10:18AM 10:28AM 10:29AM 10:45AM 10:59AM 10:38AM 10:43AM 10:50AM 11:OOAM 11:01AM 11:17AM 11:31AM 11:10AM 11:15AM 11:22AM 11:32AM 11:33AM 11:49AM 12:03PM 11:42AM 11:47AM 11:54AM 12:04PM 12:05PM 12:21PM 12:35PM 12:14PM 12:19PM 12:26PM 12:36PM 12:37PM 12:53PM 01:07PM 12:46PM 12:51PM 12:58PM 01:08PM 01:09PM 0125PM 01:39PM 01:17PM 01:22PM 01:29PM 01:39PM 01:40PM 01:56PM 02:11PM 01:48PM 01:53PM 02:OOPM 02:11PM 02:12PM 02:28PM 02:43PM 02:20PM 02:25PM 02:32PM 02:43PM 02:44PM 03:OOPM 03:15PM 02:52PM 02:57PM 03:04PM 03:15PM 03:16PM 03:32PM 03:47PM 03:24PM 03:29PM 03:36PM 03:47PM 03:48PM 04:04PM 04:19PM 03:55PM 04:00PM 04:07PM 04:18PM 04:19PM 04:34PM 04:49PM 04:25PM 04:30PM 04:37PM 04:48PM 04:49PM 05:04PM 05:19PM 04:55PM 05:00PM 05:07PM 05:18PM 05:19PM 05:34PM 05:49PM 05:25PM 05:30PM 05:37PM 05:48PM 05:49PM 06:04PM 06:19PM 05:55PM 06:00PM 06:07PM 06:18PM 06:19PM 06:34PM 06:49PM 06:28PM 06:33PM 06:40PM 06:51PM 06:52PM 07:07PM 07:19PM 07:06PM 07:11PM 07:16PM 07:24PM 07:25PM 07:37PM 07:49PM 07:44PM 07:49PM 07:54PM 08:02PM 08:03PM 08:15PM 08:27PM 08:14PM 08:19PM 08:24PM 08:32PM 08:33PM 08:45PM 08:57PM 09:17PM 09:21PM 09:26PM 09:33PM 09:34PM 09:46PM 09:57PM 10:17PM 10:21PM 10:26PM 10:33PM 10:34PM 10:46PM 10:57PM http://www.miamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=32&rtName=32 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade County NOTICE Cormletlon of staff renew Inc kates perm application meets minimum requirements under Miam atandlor Ciryof Miami Coae,onrT is permit application will need to be e schedded Ma public tearing in accordance Mil timelines set forth in the Cilyof Miami Code. The applicable decision -Making boywilrewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCson. PZ-18-263 01/22/19 http://www.miamidade.gov/transitlroutes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=32&rtName=32 2/2 Evaluatin. unlicensed DynamicPDF feature. Clicll.re for details. [31:45:d17] Carol City MIAMI GARDENS DR / NW 73 AVE PARK & RIDE P 03 95 EXPRESS GOLDEN GLADES NW 186 St / 183 St / M. Gardens Dr CIVIC CENTER 21 St00 (;) E T L SANTA CLARA A.M. P.M. MAKES ALL LOCAL STOPS S. OF 22 ST a) Z 17 St V.A. HOSP. 16 St [P, l CIVIC CENTER 14 St ■■■ 22 St 20 St PM AM t1 JAC KSO N HOSP. NW 12 St 41 St arn5"7"sik a) a) > > Q Q co Doral NW 36 St NORTH 06/2016 175 St SR-826 GOLDEN GLADES 1 PARK & RIDE . P WEST LOT EXPRESS LANES C q EARLINGTON HEIGHTS STA. (see detail above) Civic Ctr Ives Aventura EAST LOT NOTICE eonpe of staff review perm ewInckates perapptiotlonmeets minimum requirements under Miami 21 a stator the Cie or Miami Code,orYy Tfws Pamir application will needw be schedded Ma public nearing In accordance with timelines set forth in the Ciyof Miami code. The applicable tlec5bn-malting body win review a) Miami Gardens Dr N THE BUS TERMINAL AT AVENTURA MALL ggSo` BANK ■ 1 JC PENNEY I NORDSTROM NWBSt ■ r r OVERTOWN STA. 5 St • ■ ■ [im• W.D. FERG. STAT I O N GTR C� DNTWN TERM. a) Z ■■■ NW 1 St DOWNTOWN LIMITED STOPS 0 a) Downtown www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS INFORMATION : INFORMACION : ENFOMASYON 0 O ©®GoMiamiDade MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH O 3110R 305 468 5900 (TDD: 305 468 5402) M IAM I•DADE COUNTY Evaluating unlicensed DynamicPDF featurs d^*^)'^ [31:45:d17]-Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt 95 (Northbound) WEEKDAY METROBUS IOTICE H review IMicates pernn a p8botlon meet Mia 1 alorf C Miami �ileE fora coraarae W th emelines set form *f Ne aecision-mewny body. . rewe .v v as me puma bearvg and render either a an or a enaiaeawa. NW 87 AV & NW 41 ST NW 36 ST & EARLINGTON HEIGHTS SANTA CLARA STA & NW 16 ST NW 16 ST NW 8 ST SE 1 ST GOLDEN GLADES P&R GOLDEN GLADES P&R BUS TERMINAL AT NW 73 AV NW 36 ST 8 97 AV MILLER DR METRORAIL STATION 2050 NW 12 AV 8 12 AV & 12 AV & 1 CT & 1 AV (WEST LOT) (EAST LOT) AVENTURA MALL &186 ST - 05:50AM 06:10AM 06:12AM 06:18AM 06:42AM 06:44AM - 06:33AM 06:53AM 06:55AM 06:48AM 07:13AM 07:15AM 06:53AM 07:13AM 07:15AM 07:09AM 07:29AM 07:31AM 07:24AM 07:44AM 07A6AM - - 07:33AM 07:58AM 08:OOAM - 07:39AM 07:59AM 08:01AM - 07:44AM 08:09AM 08:11AM 07:49AM 08:09AM 08:11AM 07:54AM 08:14AM 08:16AM 07:59AM 08:19AM 08:21AM - - - - 08:04AM 08:24AM 08:26AM - - - - 08:09AM 08:29AM 08:31AM 08:18AM - - 08:43AM 08:45AM 08:19AM 08:39AM 08:41AM 08:29AM 08:49AM 08:51AM 08:44AM 09:04AM 09:O6AM 08:59AM 09:19AM 09:21AM 09:20AM 09:40AM 09:42AM 09:50AM 10:10AM 10:12AM 03:02PM 03:10PM 03:36PM 03:38PM 03:22PM 03:30PM 03:56PM 03:58PM 03:27PM 03:30PM 03:54PM 03:56PM 03:37PM 03:40PM 04:11PM 04:13PM 03:37PM 03:45PM 04:13PM 04:15PM 03:52PM 04:OOPM 04:28PM 04:30PM 03:57PM 04:OOPM 04:31PM 04:33PM 03:57PM 04:05PM 04:33PM 04:35PM 04:07PM 04:10PM 04:41PM 04:434101 04:07PM 04:15PM 04:43PM 04:454101 04:12PM 04:20PM 04:48PM 04:50PM 04:17PM 04:20PM 04:51PM 04:53PM 04:17PM 04:25PM 04:53PM 04:55PM 04:22PM 04:30PM 04:58PM 05:00PM 04:27PM 04:30PM 05:01PM 05:03PM 04:27PM 04:35PM 05:03PM 05:05PM - 04:32PM 04:40PM 05:O8PM 05:10PM 04:37PM 04:45PM 05:13PM 05:15PM - - 04:42PM 04:50PM 05:18PM 05:20PM 04:42PM 04:45PM 05:16PM 05:18PM 04:47PM 04:55PM 05:23PM 05:25PM 04:52PM 05:OOPM 05:28PM 05:30PM 04:57PM 05:OOPM 05:31PM 05:33PM 04:57PM 05:05PM 05:33PM 05:35PM 04:59PM 05:07PM 05:35PM 05:37PM 05:02PM 05:10PM 05:38PM 05:40PM 05:07PM 05:15PM 05:43PM 05:45PM 05:25PM 05:10PM 05:50PM 05:O8PM 05:29PM 06:06PM 06:13PM 06:34PM 06:36PM 05:12PM 05:20PM 05:48PM 05:50PM 05:12PM 05:15PM - - 05:46PM 05:48PM 06:20PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=95&rtName=95%20Express%20Golden%20Glades 1/2 Evaluating unlicensed I -Dade County 05:17PM 05:25PM 05:53PM 05:55PM 05:22PM 05:30PM 05:58PM 06:OOPM 05:27PM 05:35PM 06:03PM 06:05PM 05:32PM 05:35PM 06:06PM 06:08PM 05:37PM 05:45PM 06:13PM 06:15PM 05:52PM 06'OOPM 0624PM 06'26PM 06:07PM 06:15PM 06:39PM 06:41PM 06:07PM 06:10PM 06:30PM 06:32PM 06:22PM 06:30PM 06:54PM 06:56PM 06:52PM 07:00PM 07:24PM 07:26PM 07:22PM 07:30PM 07:54PM 07:56PM Back to previous page Qevescnpt: historygo(-1) ) Page Last Edited. Mon Jan 30, 2017 2:39:07 PM MIAN1• 06:40prig OT I C E completion of staff review lraicates perm application mews minnum requirements under Miami 21andlor the City of Miami Code,only Thls permit application will need be scheduled fora public heat, In accordance with timelines set forth in the Cityof Miamicpde.The applicable deci .Q7prenody.ed review the permit application ate. purng and render eiNea r recommendation or a final dedson. PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dim=Northbound&rt=95&rtName=95%20Express%20Golden%20Glades 2/2 Evaluating unlicensed DynamicPDF feature r'';^I, "^a^ f ,�^+^;'� '11:45:d17]-Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt 95 (Southbound) WEEKDAY W METROBUS IOTICE f I review IMicates perrnn a ppaotlon meet Mia 1 alorl C Miaml �i tleE fora cordarrewim emelines set fonh in *f Medecision-mawny dayv lI al rewe.v as Me public Manna and remsrelmsa ora enaldeiaedwa. NW 186 ST & BUS TERMINAL AT GOLDEN GLADES P&R GOLDEN GLADES P&R NW 8 ST & SE 1 ST & SANTA CLARA STA & NW 16 ST & EARLINGTON HEIGHTS NW 36 ST & NW 97 AV & NW 87 AV & 73 AV AVENTURA MALL (EAST LOT) (WEST LOT) 1 CT 1 AV 2050 NW 12 AV 12 AV METRORAIL STATION EAST DR 41 ST 5 3737 05:40AM 06:22AM 06:25AM 06:54AM 06:57AM 07:14AM 07:32AM 05:28AM 05:30AM 05:46AM 05:50AM - - 06:O8AM 06:10AM 06:31AM 06:33AM - - 05:58AM 06:OOAM 06:19AM 06:23AM - - 06:01AM 06:03AM - 05. 18AU 06:16AM 06:18AM 06:33AM 06:18AM 06:20AM 06:39AM 06:43AM 06:58AM 07:OOAM 07:26AM 07:29AM 06:51AM 06:53AM 07:14AM 06:28AM 06:30AM 06:49AM 06:53AM 06:31AM 06:33AM 06:48AM 06:38AM 06:40AM 07:04AM 07:09AM 06:44AM 06:46AM - 06:45AM 06:47AM 07:11AM 07:16AM 06:53AM 06:55AM 07:19AM 07:24AM 07:21AM 07:23AM 07:44AM 07:33AM 07:35AM 08:01AM 08:04AM 07:03AM 07:05AM 07:29AM 07:34AM 07:06AM 07:08AM 07:28AM 07:08AM 07:10AM 07:34AM 07:39AM 07:11AM 07:13AM 07:33AM 07:13AM 07:15AM 07:39AM 07:44AM 07:41AM 07:43AM 08:04AM 07:16AM 07:18AM 07:38AM 07:18AM 07:20AM 07:44AM 07:49AM 07:20AM 07:22AM 07:46AM 07:51AM 07:23AM 07:25AM 07:49AM 07:54AM 07:28AM 07:30AM 07:54AM 07:59AM 07:30AM 07:32AM 07:56AM 08:01AM 07:31AM 07:33AM 07:53AM 08:08AM 08:10AM 08:36AM 08:39AM 07:35AM 07:37AM 08:01AM 08:O6AM 07:38AM 07:40AM 08:04AM 08:09AM 07:43AM 07:45AM 08:09AM 08:14AM 07:48AM 07:50AM 08:14AM 08:19AM 07:53AM 07:55AM 08:18AM 08:24AM 07:56AM 07:58AM 08:18AM 07:58AM 08:00AM 08:24AM 08:29AM 08:03AM 08:05AM 08:29AM 08:34AM 08:13AM 08:15AM 08:39AM 08:44AM 08:16AM 08:18AM 08:38AM 08:18AM 08:20AM 08:44AM 08:49AM 08:28AM 08:30AM 08:54AM 08:59AM 08:38AM 08:40AM 09:04AM 09:09AM 08:58AM 09:OOAM 09:16AM 09:20AM 09:28AM 09:30AM 09:46AM 09:50AM 02:23PM 02:25PM 02:45PM 03:28PM 03:30PM 03:50PM 04:OOPM 04:02PM 04:22PM - 04:15PM 04:17PM 04:37PM - 04:17PM 04:19PM 04:42PM - 04:32PM 04:34PM - 04:57PM - 05:05PM 05:07PM 05:27PM 07:00AM 07:11AM 07:29AM 07:42AM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=South bound&rt=95&rtName=95%20Express%20Golden%20Glades 1/2 Evaluating unlicensed Dy ils. [31:45:d17]_Dade County 05:40PM 06:15PM Back to previous page (javascript historygo(_j) J, Page Last Edited: Mon Jan 30, 2017 2.39.07 PM M® 05:42PM 06:02PM 06:17PM 06:35PM NOTICE Completion of staff renew inc.. perm application nets minimum requirements under Miami 21. and/or the Ciy of Miami Code,ody Thispermit application will need to beshedeed fora public tearing in accordance Mil timelines set forth in me Ciy of Miami Code. Theappnr bleclealon-malting bodyw2lrewMa the permit application M the public hearing and render either reco mendadon or a final deCskn. PZ-18-263 01/22/19 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&air=South bound&rt=95&rtName=95%20Express%20Golden%20Glades 2/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] D Route 95 ,____ 1 Park & 1 Ride Lot :___T T • DOWNTOWN Ft. LAUDERDALE • • •LIMITED STOP IN BROWARD COUNTY — — — — — — a) CV NW 16 St NW 14 St NW 12 St Broward Blvd. Ft. Lauderdale Tri-Rail Station 1 1 1 1 1 1 1 BROWARD COUNTY MIAMI-DADE COUNTY MAP NOT TO SCALE 11/2015 Dade/Bro Broward Bouleva to Civic Center NOTICE theme Code onatthe pe tleci hearing and rendered. the permila daton r FaaIdeasion eiNaa re<ommenda,�onol.ta���n AM SERVES ALL LOCAL STOPS Santa Clara SOUTH OF Metrorail NW 22 ST. Station NW 14 Ave 1 1 a NW 22 St Civic Center Metrorail Station NW 12 Ave Richard E. Gerstein Justice Building ■ Jackson Memorial Hospital ■ NW 16 St NW 12 St PM SERVES. ALL Santa Clara LOCAL STOPS Metrorail SOUTH OF (and including) Station SANTA CLARA METRORAIL STATION ■ 1 1 crQ a) C\I z NW 21 St Jackson Memorial Hospital ■ 1NW16St Civic Center Metrorail z Station NW 14 St Evaluating unlicensed DynamicPDF feature ",..,, f d^+-.;I. '11:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt 295 (Northbound) WEEKDAY SANTA CLARA STA & 2050 NW 12 AV NW 16 ST & 12 AV 05:57AM n6 27AM 06:57AM 07:27AM 07:57AM 03:05PM 03:09PM 03:35PM 03:39PM 04:05PM 04:09PM 04:35PM 04:39PM 05:05PM 05:09PM 05:35PM 05:39PM 06:05PM 06:09PM 06:35PM 06:39PM 07:O5PM 07:09PM 07:35PM 07:39PM 08:05PM 08:09PM Back to previous page (Javascript: historygo(-1)) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M W METROBUS BROWARD BLVD PARK & RIDE 06:32AM 07:02AM 07:32AM 08:02AM 08:32AM 03:49PM 04:19PM 04:49PM 05:19PM 05:49PM 06:19PM 06:49PM 07:19PM 07:49PM 08:19PM 08:49PM IOTICE f l revues Ireeates permit application meets Mia 1 floe[ C Miaml �i tleE fora cordarce Him smelines sec form InCiryof • de decision -making balyw0 tl rewev e Me public Manna and render althea an or a final deddon http://www. m iamidade.gov/transit/routes_schedule.asp?srv=W E EKDAY&d ir=Northbou nd&rt=295&rtName=95%20Express%20Broward%20BIvd %20-... 1/2 Evaluating unlicensed DynamicPDF feature r'';^I, "^.^ f ,�^+^;'� '11:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.Govt 295 (Southbound) WEEKDAY BROWARD BLVD PARK & RIDE SANTA CLARA STA & 2050 NW 12 AV 05:30AM 06:OOAM - 06:30AM - 07:OOAM - 07:30AM - 08:OOAM --- - 08:30AM 09:OOAM 04:07PM 04:45PM 04:37PM 05:15PM 05:07PM 05:45PM 05:37PM 06:15PM 06:07PM 06:45PM 06:37PM 07:15PM 07:07PM 07:45PM Back to previous gog_Opvascnpt. historyg2(-1)j Page Last Edited: Man Jan 30, 2017 2:39:07 PM W METROBUS IOTICE f l revues IMkates permit a pptiotion meets Mia 1 dlort C Miaml �i tleE fora cords ce Him timelines sec form In Ua Ciryof • Ne decision -malting doilywtl rewev M Me public Manna and render elms a an or a final deddm NW 16 ST & 12 AV 06:10AM 06:40AM 07:10AM 07:40AM 08:10AM 08:40AM 09:10AM 09:40AM http://www.m iamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&d it -South bou nil&rt=295&rtName=95%20Express%D20Broward%20BIvd%20-... 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] e Q CV z Sheridan Streee. Tri-Rail Station Park & Ride Lot •LIMITED STOP IN BROWARD COUNTY 112 NW 12 Ave NW 16 St NW 14 St NW 12 St Sheridan St HOLLYWOOD BROWARD COUNTY Route 95 Dade/Bro Sheridan Street to Civic Center 95 1 1 1 1 1 1 1 MIAMI-DADE COUNTY AM SERVES ALL LOCAL STOPS Santa Clara SOUTH OF Metrorail NW 22 ST. Station NW 14 Ave 1 1 M-- NW22St (714 Civic Center Metrorail Station NW 12 Ave Richard E. Gerstein Justice Building L ■ I Jackson Memorial Hospital ■ NW 16 St NW 12 St PM SERVES ALL LOCAL STOPS Santa ClararialNW 21 St SOUTH OF Metrorail (and including) Station SANTA CLARA Q METRORAIL (NI STATION Memorial Z Hospital ■ tNW 16St < Civic Center Metrorail Station ■ 1 1 I NW14St MAP NOT TO SCALE 11/2015 Evaluating unlicensed DynamicPDF feature r'';^t, "^.^ f ,�^+^;'� '11:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt 298 (Northbound) WEEKDAY SANTA CLARA STA82050NW 12 AV NW16 ST&12 AV 06:10AM 06 40AM 07:10AM 07:40AM 03:10PM 03:14PM 03:40PM 03:44PM 04:10PM 04:14PM 04:40PM 04:44PM 05:10PM 05:14PM 05:40PM 05:44PM 06:10PM 06:14PM 06:40PM 06:44PM 07:10PM 07:14PM 07:40PM 07:44PM 08:10PM 08:14PM Back to previous g;3ge_Qpvascnpt. historygo(-1).1 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM oda METROBUS SHERIDAN STREET TRI-RAIL STATION 06:42AM 07:12AM 07:42AM 08:12AM 03:55PM 04:25PM 04:55PM 05:25PM 05:55PM 06:25PM 06:55PM 07:25PM 07:55PM 08:25PM 08:55PM IOTICE f l revues IMkates permit a pptiotlon meets Mia 1 dlort C Miaml �i tleE fora cords ce Him timelines sec form In Ua Cilyof Me decision -malting dalywtl rewev e avon olc Manna and render althea final deddon http://www. m iamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&d ir=Northbound&rt=296&rtName=95%20Express%20Sheridan%20St%20-%... 1/2 Evaluating unlicensed DynamicPDF feature ('h^'- "^r^'^. r11:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt W METROBUS 296 (Southbound) WEEK,' SHERIDAN STREET TRI-RAIL STATION SANTA CLARA STA & 2050 NW 12 AV 05:20AM 05:50AM - 06:20AM - 06:50AM - 07:.20AM - 07:50AM --- - 08:20AM 08:50AM 04:24PM 04:55PM 04:54PM 05:25PM 05:24PM 05:55PM 05:54PM 06:25PM 06:24PM 06:55PM 06:54°M 07:25PM 07:24PM 07:55PM Back to previous p;3gg_Qpvascnpt. historyg5(-1)j Page Last Edited: Man Jan 30, 2017 2:39:07 PM oda IOTICE H rewewlrHcatesperrnn application meets Mia 1 dlort C Miaml �i tleE fora cordarcewim timelines sec rondin a1,eC of Ne decision-mawng daywal rewev asMe public laealde and renderaluma an or a final deddgn NW16ST812AV 05:57AM 06:27AM 08:57AM 07:27AM 07:57AM 08:27AM 08:57AM 09:27AM http://www. m iamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&d it=South bou nd&rt=296&rtName=95%20Express%20Sheridan%20St%20-%... 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] M a) 22 St O NW a) N Q z 20 St < m Adrienne Arsht Center 21 St Hospital T c'' Omni Metrobus oOk aa) ■ z z Terminal ,�o' Q Civic Center ■ �o �s ,- Metrorail 1IJ Jackson64, NW 17 St (t /V StationMemorial 0,b �I/R �� Hospital 9 �er�r 14 St '' NW/NE 14 S1: Mt. Sinai Hospital •Jungle Island D II Miami ■ C Children's 0 Museum 4100 < ay www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS 17 St NOTICE Completion of staff review Inckares perm application meets minimum requirement under Miami 21 a nd/or the Ciry of Miami Code,anyTis permit application Ma r H.be bedded fora public hearingnce viiM timelines set forth in the Ciry of MIarN . 1 :.• -Me decision -malting body. relev awl:emitattlu public hearing and realreMiea • or a firaldrism. MIAMI BEACH 0 Lincoln Rd SOUTH BEACH > c 0 5 St L (,) ca South Pointe Dr, NORTH MAP NOT TO SCALE 06/2017 itaa"ds;e INFORMATION:INFORMACION:ENFOMASYON 0 0 0 @GoMiamiDade ► � MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH O 311 OR 305.468.5900 (TDD: 305 468.5402) MIAMI•DADE COUNTY Evaluating unlicensed DynamicPDF featurr d^+^i'^ 1.11:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt W METROBUS IOTICE H review IMicates permit application meets Mia 1 dlort C Miaml �i tleE fora coraarce wim timelines sec ronnin daCirya Ne decision -making nodrwal rewev as Me publicmsr nearing and rgelmva an or a final dedson '13 (Eastbound) WEEKDAY NW 21 AV & NW 12 AV & OMNI TERMINAL / ARSHT ALTON RD & 5 ST & ALTON RD & LINCOLN LINCOLN RD & INDIAN CREEK DR & 41 ST & 41 ST & MT SINAI ALTON RD & 22 ST 15 ST METROMOVER 2 ST LENOX AV RD MALL JAMES AV 43 ST MERIDIAN AV ALTON RD HOSPITAL 39 ST 05:42AM 05:48AM 05:58AM 06:O8AM 06:13AM 06:21AM 06:26AM 06:35AM 06:42AM 06:43AM 06:45AM 06:47AM 06:20AM 06:27AM 06:39AM 06:49AM 06:54AM 07:04AM 07:10AM 07:20AM 07:27AM 07:29AM 07:31AM 07:33AM 06:55AM 07:03AM 07:16AM 07:27AM 07:33AM 07:43AM 07:49AM 07:59AM 08:O6AM 08:O8AM 08:10AM 08:12AM 07:45AM 07:53AM 08:O6AM 08:17AM 08:23AM 08:33AM 08:39AM 08:51AM 08:58,OM 09:OOAM 09:02AM 09:04AM 08:30AM 08:38AM 08:51AM 09:02AM 09:08AMi 09:18AM 09:25AM 09:37AM 09:44AM 09:46AM 09:48AM 09:50AM 09:15AM 09:23AM 09:37AM 09:48AM 09:54AM 10:04AM 10:11AM 10:23AM 10:30AM 10:32AM 10:34AM 09:55AM 10:03AM 10:17AM 10:28AM 10:34AM 10:44AM 10:51AM 11:03AM 11:10AM 11:12AM 11:14AM 10:55AM 11:03AM 11:17AM 11:28AM 11:34AM 11:44AM 11:51Ab1 12:03PM 12:10PM 12:12PM 12:14PM 11:55AM 12:03PM 12:17PM 12:28PM 12:34PM 12:44PM 12:51PM 01:03PM 01:10PM 01:12PM 01:14PM 12:55PM 01:03PM 01:17PM 01:28PM 01:34PM 01:44PM 01:51PM 02:03PM 02:10PM 02:12PM 02:14PM 01:55PM 02:03PM 02:17PM 02:28PM 02:34PM 02:44PM 02:51PM 03:03PM 03:10PM 03:12PM 03:14PM 02:55PM 03:03PM 03:17PM 03:28PM 03:34PM - 03:44PM 03:51PM 04:03PM 04:11PM 04:13PM 04:15PM 04:17PM 03:40PM 03:48PM 04:02PM 04:14PM 04:20PM 04:30PM 04:37PM 04:49PM 04:57PM 04:59PM 05:01PM 05:03PM 04:30PM 04:38PM 04:52PM 05:04PM 05:10PM 05:20PM 05:27PM 05:39PM 05:47PM 05:49PM 05:51PM 05:53PM 05:15PM 05:23PM 05:37PM 05:49PM 05:55PM 06:05PM 06:12PM 06:24PM 06:32PM 06:34PM 06:36PM 06:38PM 06:OOPM 06:08PM 06:22PM 06:34PM 06:40PM 06:50PM 06:57PM 07:09PM 07:16PM 07:17PM 07:19PM 06:45PM 06:53PM 07:07PM 07:18PM 07:24PM - 07:32PM 07:38PM 07:49PM 07:56PM 07:57PM 07:59PM 08:01PM 07:35PM 07:42PM 07:55PM 08:06PM 08:12PM 08:20PM 08:26PM 08:37PM 08:44PM 08:45PM 08:47PM 08:49PM 08:35PM 08:42PM 08:55PM 09:O6PM 09:12PM 09:20PM 09:26PM 09:37PM 09:44PM 09:45PM 09:47PM 09:35PM 09:42PM 09:55PM 10:06PM 10:11PM 10:19PM 10:24PM 10:33PM 10:39PM 10:40PM 10:42PM Beck to previous peggpavascripL histoy,,9q(j1). Page Last Edited: Mon Jan 30, 2017 2:39:07 PM !CAM eouhlr • http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Eastbound&rt=113&rtName=113%20Route%20M 1/2 Evaluating unlicensed DynamicPDF feature r'';^I, "^.^ f ,�^+^;'� '11:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miamidade.covt W METROBUS IOTICE X reUew IMicates permit application meets Mia 1 dlort C Miaml �i tleE fora cordarce Him timelines sec fMd In me Ciryof Me decision -making doilywtl rewev M avon opublic Maland render sa anal de deddon 113 (Westbound) WEEKDAY ALTON RD & MT SINAI 41 ST & 41 ST & INDIAN CREEK DR & LINCOLN RD & ALTON RD & ALTON RD & 5 ST & OMNI TERMINAL / ARSHT NW 12 AV & NW 21 AV & 39 ST HOSPITAL ALTON RD MERIDIAN AV 40 ST WASHINGTON AV LINCOLN RD 2 ST LENOX AV METROMOVER 16 ST 22 ST - 05:43AM 05:45AM 05:46AM 05:50AM 05:56AM 06:01AM 06:O8AM 06:13AM 06:21AM 06:34AM 06:44AM 06:26AM 06:28AM 06:30AM 06:34AM 06:42AM 06:47AM 06:54AM 06:59AM 07:07AM 07:20AM 07:30AM 07:02AM 07:05AM 07:07AM 07:09AM 07:14AM 07:24AM 07:29AM 07:38AM 07:44AM 07:52AM 08:05AM 08:15AM 07:43AM 07:46AM 07:48AM 07:50AM 07:55AM 08:O6AM 08:11AM 08:21AM 08:27AM 08:37AM 08:50AM 09:OOAM 08:25AM 08:28AM 08:30AM 08:32AM 08:38AM -- - 08:49AM 08:54AM 09:05AM 09:11AM 09:21AM 09:35AM 09:45AM 09:17AM 09:20AM 09:23AM 09:25AM 09:31AM 09:43AM 09:49AM 10:OOAM 10:06AM 10:16AM 10:30AM 10:40AM 10:13AM 10:16AM 10:19AM 10:21AM 10:27AM 10:39AM 10:45AM 10:56AM 11:02AM 11:12AM 11:26AM 11:36AM 11:16AM 11:19AM 11:21AM 11:27AM 11:39AM 11:45AM 11:56AM 12:02PM 12:12PM 12:26PM 12:36PM 12:16PM 12:19PM 12:21PM 12:27PM 12:39PM 12:45PM 12:56PM 01:02PM 01:12PM 01,26PM 01:36PM 01:16PM 01:19PM 01:21PM 01:27PM 01:39PM 01:45PM 01:56PM 02:02PM 02:12PM 02:26PM 02:36PM 02:O6PM 02:09PM 02:11PM 02:17PM 02:29PM 02:35PM 02:46PM 02:52PM 03:02PM 03,16PM 03:26PM 02:56PM 02:59PM 03:01PM 03:07PM 03:19PM 03:25PM 03:36PM 03:42PM 03:52PM 04.O6PM 04:16PM 03:46PM 03:49PM 03:51PM 03:57PM 04:09PM 04:15PM 04:26PM 04:32PM 04:42PM 04:56PM 05:06PM 04:29PM 04:32PM 04:34PM 04:36PM 04:42PM 04:54PM 05:00PM 05:11PM 05:17PM 05:27PM 05:41PM 05:51PM 05:14PM 05:17PM 05:19PM 05:21PM 05:27PM 05:39PM 05:45PM 05:56PM 06:02PM 06:12PM 06:26PM 06:36PM 06:O6PM 06:09PM 06:11PM 06:13PM 06:19PM 06:31PM 06:37PM 06:46PM 06:54PM 07:04PM 07:16PM 07:26PM 07:12PM 07:15PM 07:17PM 07:19PM 07:25PM 07:36PM 07:41PM 07:5OPM 07:56PM 08:04PM 08:16PM 08:26PM 08:12PM 08:15PM 08:17PM 08:19PM 08:25PM 08:36PM 08:41PM 08:50PM 08:56PM 09:04PM 09:16PM 09:26PM 08:57PM 09:00PM 09:02PM 09:04PM 09:10PM 09:21PM 09:26PM 09:35PM 09:41PM 09:49PM 10:01PM 10:09PM Back to previous page (javascnpt history gq(,) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www. m iamidade.gov/transitlroutes_schedule.asp?srv=W E EKDAY&d ir=Westbound&rt=113&rtN ame=113%2ORoute%20 M 1/2 EirirrIEWA iteEvaluatin9 unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HEALTH DISTRICT NW 14 St NW 12 St Map Not to Scale 06/28/2016 z w m Civic Center Metrorail Station any 16 MN any Z6 MN env Z 6 MN NW 19 St NW 14 St z CD m NW 20 St NOTICE Completion of staff review Inckares perms application meets requirements under Miami 21 a nd/or the Ciry of Miami Code,ody Thls permit application will nee1. be hedued fora public hearing in accordance.1 timelines set forth in the Ciry of Miami Cade. The applicable decision -malting bodywreWev the permit application atme public heari gand reeler eMrea reco mendabon or a Pool detlsm. / PZ-18-263 01/22/19 Evaluating unlicensed ed DynamicPDF feature. Click here for details. [31:45:d17] STADIUM Civic Center Metrorail Station Marlins Park NW 1 St NW 14 St NW 12 St z ca 0 z D cD NW7St cD 1 lrt z m W Flagler St I- NW 20 St Health District m NW 18 St NOTICE Completion or staff review i d.perm perappuotionmeets minimum requirements under Miami 21andlorte CiryoeMiami Coae,onrT is permit application will needw be schedded Ma public rearing In accordance Mil timelines set north in to Ciryof Miami Code. The applicable decision -Making hoy rewMa the permit application at the pub& hearing and render elthea recommendation or a final deCson. PZ-18-263 01/22/19 Map Not to Scale 06/28/2016 Evaluating unlicensed D namicPDF feature. Click here for details. [31:45:d17] ALLAPATTAH CD NW 21 Ter NW 20 St any 17Z MS ■ ■ ■ ■ ■ ■ NW 20 St �C N CD ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 10111111. • • c • m • • • • NW 14 St z 0) 3 cD ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ NOTICE Completion of staff review Inckares perms application meets requirements under Marti 21 a nd/or the Ciry of Miami Code,ody Thls permit application will nee1. be hedued fora public hearing in accordance,. timelines set forth in the Ciry of Miami Cade. The applicable decision -malting body. review the permit application ate. public hearing and reeler eMrea reco mendabon or a Pool detlsm. / PZ-18-263 01/22/19 Adrienne Arsht Metromover Station laW NW 15 St NW 14 St cn 0 m 0 i‘ Map Not to Scale 06/21/2016 Evaluating unlicensed DynamicPDF feature. IRV 27 O .' MEDLEY GQ� 826 `,N•" Q `` 82E. SW 88 ST / MIAMI SPRINGS E,▪ 0, °▪ am �� "Pe l_ 'V L �4.V�4v `5 JESTGATE MIAMI INTERNATIONAL AIRPORT C ��� �4 %•'V sic• r AW ANUS SANTA CLARA CIVIC CENTER ALLAPATTAH '"N�OOD o n "NpOOD 9: G 1 HISTORIC OVERTOWN / LYRIIC THEATRE GOVERNMENT CENTER H AVA N SW 8 ST / TAMIAMI TRAIL EIRICKELL amirmh* CORAL GABLES 1 I II RVAIJ CORAL vuAY VIZCAYA W a r UT GROVE DOUGLAS ROAD UNIVERSITY 'a SOUTH MIAMI DADELAND NORTH � DADELAND SOUTH bees F F•°�c;' TRANSFER TO SOUTH DADE TRANSITWAY / 1 PIN'ECREST • 'Er R B METRORAIL Orange Line / Station Green Line / Station Station Serving Both Lines Station Served by Downtown Express Recommended Transfer Station Station Connects with Metromover Station Connects with Tri-Rail Station Connects with Airport Station Connects with Brightline 0 NORTH '9 S JUL DOWN- �TCWN Arai CONNECTING SERVICES Metromover Tri-Rail (tri-rail.com) Brightline (gobrightline.com) MIA Mover (miami-airport.com) South Dade Transitway www.miamidade.gov/transit INFORMATION : INFORMACION : ENFOMASYON 311 OR 305.468.5900 (TTY: 305.468.5402) NOTICE Completion of staff review Inckates perm application meets minimum requirements under Marti 21 a nd/or the City of Miami Code,ody Thls permit application will reMrobe sdedted fora public tea ring I n accordance w M timelinesset forth in the city of Miami Cade. The applicable decision -malting body wal re*aw the permit application atme public hearing and render elthsa recommendation or a Pool deddm. / PZ-18-263 01/22/19 Download on the S App Store gTIT°N oogle Play @GOMIAMIDADE MDT TRACKER • EASY PAY MIAMI Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Appendix E Existing Conditions Analysis Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 A.M. Peak Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 1: NW 12th Ave & NW 28th St Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary _ 1_ EBL EBT EBR WBL WBT WBR NBL NBT SBL S 4 fir 11 1411 14 67 125 71 8 82 47 46 629 49 1105 67 125 71 8 82 47 46 629 49 1105 Perm NA Perm Perm NA Perm Perm NA Perm NA 8 4 6 2 8 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 None None None None None None C-Max C-Max C-Max C-Max oa pUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 38 (32%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St # 02 (R) ■ 1- 04 76s 14s 06 (R) 8 %E s -4s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 1: NW 12th Ave & NW 28th St 0 Condit A.M. IV o 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of ion-RldkJ, hotly MI renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4 r 4 fir j 1't+ ) Traffic Volume (veh/h) 67 125 71 8 82 47 46 629 20 49 1105 63 Future Volume (veh/h) 67 125 71 8 82 47 46 629 20 49 1105 63 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 74 137 78 9 90 52 51 691 22 54 1214 69 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 41 57 501 33 260 451 245 2042 65 444 1986 113 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 SatFlow,veh/h 0 181 1583 0 820 1425 429 3501 111 734 3405 193 Grp Volume(v), veh/h 211 0 78 99 0 52 51 349 364 54 630 653 Grp Sat Flow(s),veh/h/In 181 0 1583 820 0 1425 429 1770 1843 734 1770 1829 Q Serve(g_s), s 0.0 0.0 4.2 0.0 0.0 3.1 7.2 7.2 7.2 3.0 18.2 18.3 Cycle Q Clear(g_c), s 38.0 0.0 4.2 38.0 0.0 3.1 25.5 7.2 7.2 10.2 18.2 18.3 Prop In Lane 0.35 1.00 0.09 1.00 1.00 0.06 1.00 0.11 Lane Grp Cap(c), veh/h 98 0 501 292 0 451 245 1032 1075 444 1032 1067 V/C Ratio(X) 2.15 0.00 0.16 0.34 0.00 0.12 0.21 0.34 0.34 0.12 0.61 0.61 Avail Cap(c_a), veh/h 98 0 501 292 0 451 245 1032 1075 444 1032 1067 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.8 0.0 29.5 31.5 0.0 29.1 13.1 6.4 6.4 8.0 7.6 7.7 Incr Delay (d2), s/veh 551.3 0.0 0.1 0.5 0.0 0.1 1.9 0.9 0.8 0.6 2.7 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 18.2 0.0 1.9 2.4 0.0 1.2 1.0 3.6 3.8 0.7 9.4 9.8 LnGrp Delay(d),s/veh 590.1 0.0 29.6 32.0 0.0 29.2 15.0 7.3 7.2 8.5 10.3 10.3 LnGrp LOS F C C CB A A A BB Approach Vol, veh/h 289 151 764 1337 Approach Delay, s/veh 438.8 31.0 7.8 10.2 Approach LOS F C A B Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR SEW Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 20.3 40.0 27.5 40.0 Green Ext Time (p_c), s 3.6 0.0 2.1 0.0 Intersection Summary HCM 2010 Ctrl Delay 59.5 HCM 2010 LOS E K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 AWSC Exist 2: NW 13th Ave & NW 22nd St 0 Intersection Intersection Delay, s/veh 7.8 Intersection LOS A Condit A.M. IV I� 1 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF IEW Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4"ra Traffic Vol, veh/h 15 48 40 0 0 0 0 50 63 20 52 0 Future Vol, veh/h 15 48 40 0 0 0 0 50 63 20 52 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 17 53 44 0 0 0 0 56 70 22 58 0 Number of Lanes 0 2 0 0 0 0 0 1 0 0 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 7.9 7.6 7.9 HCM LOS A A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % Vol Thru, % Vol Right, % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th-tile Q 0% 38% 0% 28% 44% 62% 38% 72% 56% 0% 62% 0% Stop Stop Stop Stop 113 39 64 72 0 15 0 20 50 24 24 52 63 0 40 0 126 43 71 80 2 7 7 2 0.138 0.061 0.09 0.098 3.964 5.081 4.549 4.39 Yes Yes Yes Yes 909 696 792 820 1.97 2.881 2.249 2.397 0.139 0.062 0.09 0.098 7.6 8.2 7.7 7.9 A A A A 0.5 0.2 0.3 0.3 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 3: NW 12th Ave & NW 22nd St t Lane Group EBL EBT WBL WBT NBT SBL SBT Lane Configurations " i 44 14"ri i +1' Traffic Volume (vph) 66 31 22 0 610 92 997 Future Volume (vph) 66 31 22 0 610 92 997 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 29.0 29.0 21.0 21.0 80.0 80.0 80.0 Total Split (%) 22.3% 22.3% 16.2% 16.2% 61.5% 61.5% 61.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max Intersection Summary 4 2 3 3 4 4 6 2 2 oa pUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 24 (18%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St ? 04 80s T-a29s 21s At 06 (R) 80 s 71 • K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM Signalized Intersection Capacity Analysis Exist 3: NW 12th Ave & NW 22nd St Q Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S Lane Configurations "i ) Traffic Volume (vph) 66 31 36 22 0 32 0 610 7 92 Future Volume (vph) 66 31 36 22 0 32 0 610 7 92 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.92 0.92 1.00 1.00 Flt Protected 0.95 1.00 0.98 1.00 0.95 Satd. Flow (prot) 1770 1712 1678 3533 1770 Flt Permitted 0.95 1.00 0.84 1.00 0.38 Satd. Flow (perm) 1770 1712 1432 3533 708 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 73 34 40 24 0 36 0 678 8 102 RTOR Reduction (vph) 0 37 0 0 57 0 0 0 0 0 Lane Group Flow (vph) 73 37 0 0 3 0 0 686 0 102 Turn Type Split NA Perm NA NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 2 Actuated Green, G (s) 10.4 10.4 5.8 95.8 95.8 95.8 Effective Green, g (s) 10.4 10.4 5.8 95.8 95.8 95.8 Actuated g/C Ratio 0.08 0.08 0.04 0.74 0.74 0.74 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 141 136 63 2603 521 2607 v/s Ratio Prot c0.04 0.02 0.19 c0.31 v/s Ratio Perm c0.00 0.14 v/c Ratio 0.52 0.27 0.04 0.26 0.20 0.43 Uniform Delay, d1 57.4 56.2 59.4 5.6 5.3 6.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.4 0.8 0.1 0.2 0.8 0.5 Delay (s) 59.8 57.0 59.5 5.8 6.1 7.1 Level of Service E E E A A A Approach Delay (s) 58.4 59.5 5.8 7.0 Approach LOS E E A A Intersection Summary Condit A.M. IV Ib War- 1 14.E 0 0 Compleionofstallreiewind;catespermltapptieation r fits Im is pmentap,1ta nedto be sheyufdiami 0,010 Thlspennitaokat IIr Htobescheduledbra public gin accordance melines set forth in the City of Miami The applicable decision-maltingbrenderl renew the permit application at the pubrhearing and render either a a recommendation or a final decision. HCM 2000 Control Delay 11.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.41 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group SIZ-1 3 tAL 01/22/19 IEW G 997 1900 6.0 0.95 1.00 1.00 3539 1.00 3539 0.90 0.90 1108 0 0 0 1108 0 NA 2 1900 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 TWSC Exist 4: NW 13th Ave & NW 21 st Terr 0 Intersection Int Delay, s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Condit A.M. IV o 1 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF IEW Lane Configurations ifyir 4 "i Traffic Vol, veh/h 31 14 13 101 66 38 Future Vol, veh/h 31 14 13 101 66 38 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 17 15 120 79 45 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 252 102 124 0 - 0 Stage 1 102 Stage 2 150 - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 737 953 1463 Stage 1 922 Stage 2 878 Platoon blocked, % Mov Cap-1 Maneuver 729 953 1463 Mov Cap-2 Maneuver 729 - - - - Stage 1 912 - - - Stage 2 878 - - - Approach EB NB SB HCM Control Delay, s 9.9 0.9 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1463 - 787 HCM Lane V/C Ratio 0.011 - 0.068 HCM Control Delay (s) 7.5 0 9.9 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - 0.2 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 TWSC Exist 5: NW 12th Ave & NW 21 st Terr 0 Intersection Int Delay, s/veh Movement 0.1 WBL WBR NBT NBR SBL SBT Condit A.M. IV o 1 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF IEW Lane Configurations fir 4"i +1' Traffic Vol, veh/h 0 10 613 22 0 1006 Future Vol, veh/h 0 10 613 22 0 1006 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 10 632 23 0 1037 Major/Minor Minorl Majorl Major2 Conflicting Flow All 328 0 0 - Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 870 0 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 870 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - 870 HCM Lane V/C Ratio - 0.012 HCM Control Delay (s) - 9.2 HCM Lane LOS A HCM 95th %tile Q(veh) 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 TWSC Exist 6: NW 13th Ave & NW 21 st St 0 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condit A.M. IV I� 1 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` 1 P7-18-963 01/22/19 RF IEW Lane Configurations Traffic Vol, veh/h 22 26 38 9 9 18 22 72 21 11 58 14 Future Vol, veh/h 22 26 38 9 9 18 22 72 21 11 58 14 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - CI - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 23 27 40 9 9 19 23 76 22 12 61 15 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 240 237 69 259 233 87 76 0 0 98 0 Stage1 93 93 - 133 133 Stage 2 147 144 - 126 100 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 824 861 1096 799 866 1070 1523 - 1495 Stage1 1096 1096 - 1054 1054 - - Stage 2 993 1021 - 1020 1073 - - Platoon blocked, % - Mov Cap-1 Maneuver 788 840 1096 737 845 1070 1523 - - 1495 Mov Cap-2 Maneuver 788 840 - 737 845 - Stage1 1078 1087 1037 1037 Stage 2 951 1005 950 1064 Approach EB WB HCM Control Delay, s 9.3 9.1 HCM LOS A A NB 1.4 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR SB 1 Capacity (veh/h) 1523 - - 919 907 1495 HCM Lane V/C Ratio 0.015 - 0.099 0.042 0.008 HCM Control Delay (s) 7.4 0 - 9.3 9.1 7.4 0 HCM Lane LOS A A - A A A A HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 TWSC Exist 7: NW 12th Ave & NW 21 st St 0 Intersection Int Delay, s/veh Movement 0.1 EBL EBR NBL NBT SBT SBR Condit A.M. IV I� 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF IEW Lane Configurations ft ft Traffic Vol, veh/h 0 21 0 624 1006 0 Future Vol, veh/h 0 21 0 624 1006 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 23 0 686 1105 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 553 0 - 0 Stage 1 - - Stage 2 - Critical Hdwy 5 - - Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - Follow-up Hdwy - 3 - - Pot Cap-1 Maneuver 0 695 0 - - 0 Stage 1 0 0 - - 0 Stage 2 0 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 695 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach EB NB SB HCM Control Delay, s 10.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 695 HCM Lane V/C Ratio - 0.033 HCM Control Delay (s) - 10.4 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 8: NW 20th St & NW 17th Avenue f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi vi 4 r vi 4' Traffic Volume (vph) 84 937 74 570 88 287 122 143 314 62 Future Volume (vph) 84 937 74 570 88 287 122 143 314 62 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 20.0 66.0 20.0 66.0 20.0 54.0 54.0 20.0 54.0 54.0 Total Split (%) 12.5% 41.3% 12.5% 41.3% 12.5% 33.8% 33.8% 12.5% 33.8% 33.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 0 PUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 44 (28%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 01 02 4R) 2As 66 s 2As I 1(05 07 T 08 06 CR) 20s 66s 1 .0 54s n K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 8: NW 20th St & NW 17th Avenue 0 A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'" i 4 r vi Traffic Volume (veh/h) 84 937 85 74 570 60 88 287 122 143 314 62 Future Volume (veh/h) 84 937 85 74 570 60 88 287 122 143 314 62 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 89 997 90 79 606 64 94 305 130 152 334 66 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 476 1819 164 318 1781 '188 178 341 290 211 391 332 Arrive On Green 0.05 0.74 0.74 0.04 0.73 0.73 0.05 0.18 0.18 0.08 0.21 0.21 SatFlow,veh/h 1774 3284 296 1774 3232 341 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 89 537 550 79 331 339 94 305 130 152 334 66 Grp Sat Flow(s),veh/h/In 1774 1770 1810 1774 1770 1803 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 3.5 21.4 21.4 3.1 10.6 10.7 6.8 25.6 11.7 11.0 27.6 5.5 Cycle Q Clear(g_c), s 3.5 21.4 21.4 3.1 10.6 10.7 6.8 25.6 11.7 11.0 27.6 5.5 Prop In Lane 1.00 0.16 1.00 0.19 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 476 980 1003 318 975 994 178 341 290 211 391 332 V/C Ratio(X) 0.19 0.55 0.55 0.25 0.34 0.34 0.53 0.89 0.45 0.72 0.85 0.20 Avail Cap(c_a), veh/h 570 980 1003 417 975 994 237 559 475 222 559 475 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.7 12.2 12.2 16.0 11.0 11.0 51.0 63.8 58.1 49.6 60.8 52.1 Incr Delay (d2), s/veh 0.1 2.2 2.2 0.1 0.9 0.9 0.9 8.9 0.8 8.5 7.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.7 11.0 11.2 1.5 5.4 5.5 3.4 14.1 5.2 5.9 15.0 2.4 LnGrp Delay(d),s/veh 14.8 14.4 14.4 16.2 11.9 11.9 51.9 72.7 58.9 58.1 68.6 52.3 LnGrp LOS BB B B B B D E E E E D Approach Vol, veh/h 1176 749 529 552 Approach Delay, s/veh 14.4 12.4 65.6 63.8 Approach LOS B B E E Condit A.M. IV o 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of ion-RldkJ, hotly MI renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. PZ-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 IEW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.5 94.2 19.0 35.3 11.0 94.7 14.7 39.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 60.0 14.0 48.0 14.0 60.0 14.0 48.0 Max Q Clear Time (g_c+I1), s 5.5 12.7 13.0 27.6 5.1 23.4 8.8 29.6 Green Ext Time (p_c), s 0.1 1.5 0.0 1.7 0.0 2.7 0.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 32.0 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 9: NW 14th AVe & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4 144 4 fir 4) Traffic Volume (vph) 55 834 201 550 87 95 162 21 245 Future Volume (vph) 55 834 201 550 87 95 162 21 245 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 77.0 21.0 77.0 62.0 62.0 62.0 62.0 62.0 Total Split (%) 13.1% 48.1% 13.1% 48.1% 38.8% 38.8% 38.8% 38.8% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 0 PUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 124 (78%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St f 1 G 104 41I- 02 (R) 2is 177s 162s , 5 ■ 08 434 4R) 21s I �77s 7 I62s 1 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 9: NW 14th AVe & NW 20th St 0 Condit A.M. IV o 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of ion-RldkJ, hotly MI renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. At Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"i 4 r Traffic Volume (veh/h) 55 834 216 201 550 28 87 95 162 21 Future Volume (veh/h) 55 834 216 201 550 28 87 95 162 21 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 Adj Flow Rate, veh/h 59 887 230 214 585 30 93 101 172 22 261 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 565 1634 423 389 2116 '108 164 444 378 41 340 Arrive On Green 0.04 0.78 0.78 0.08 0.82 0.82 0.24 0.24 0.24 0.24 0.24 SatFlow,veh/h 1774 2784 721 1774 3426 '175 1063 1863 1583 71 1425 Grp Volume(v), veh/h 59 564 553 214 302 313 93 101 172 334 0 Grp Sat Flow(s),veh/h/In 1774 1770 1735 1774 1770 1832 1063 1863 1583 1766 0 Q Serve(g_s), s 2.1 19.4 19.4 7.8 6.3 6.3 5.8 7.0 14.8 13.9 0.0 Cycle Q Clear(g_c), s 2.1 19.4 19.4 7.8 6.3 6.3 34.0 7.0 14.8 28.2 0.0 Prop In Lane 1.00 0.42 1.00 0.10 1.00 1.00 0.07 Lane Grp Cap(c), veh/h 565 1039 1019 389 1093 1131 164 444 378 445 V/C Ratio(X) 0.10 0.54 0.54 0.55 0.28 0.28 0.57 0.23 0.46 0.75 Avail Cap(c_a), veh/h 676 1039 1019 445 1093 1131 282 652 554 639 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.79 0.79 0.79 0.97 0.97 0.97 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.9 9.4 9.4 12.8 6.0 6.0 63.5 49.0 52.0 57.0 Incr Delay (d2), s/veh 0.0 1.6 1.6 0.4 0.6 0.6 4.4 0.4 1.2 4.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.0 9.7 9.5 3.8 3.2 3.3 4.2 3.6 6.6 14.3 LnGrp Delay(d),s/veh 12.0 11.0 11.0 13.3 6.6 6.6 67.9 49.4 53.2 60.9 LnGrp LOS B B B B A A E D D E R PZ-1 -263 01/sRR I EW 48 48 18 0 1.00 1.00 1900 51 0 0.94 2 64 0.24 270 0 0 0.0 0.0 0.15 0 0 0.00 0.00 0 0 1.00 1.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 245 245 8 0 Approach Vol, veh/h 1176 829 366 334 Approach Delay, s/veh 11.1 8.3 55.9 60.9 Approach LOS B A E E Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 104.8 44.2 15.9 99.9 44.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 71.0 56.0 15.0 71.0 56.0 Max Q Clear Time (g_c+I1), s 4.1 8.3 36.0 9.8 21.4 30.2 Green Ext Time (p_c), s 0.0 1.3 2.2 0.1 2.9 3.0 Intersection Summary HCM 2010 Ctrl Delay 22.5 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Exist 10: NW 13th Ave & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi 144 vi 1 "r+ Traffic Volume (vph) 46 941 25 639 41 6 42 28 6 102 Future Volume (vph) 46 941 25 639 41 6 42 28 6 102 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 4 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 22.5 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 86.0 86.0 24.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 53.8% 53.8% 15.0% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 8 8 Condit A.M. IV I� Tu.;E 0 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance,. timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit application at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RFVI EW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 132 (83%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St ■T 04 41I- 02 (R) 110 s I 50Is 1 05 T 08 436 (R) 21.s 86 s 50 s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary Exist 10: NW 13th Ave & NW 20th St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1't+ 4 fir Traffic Volume (veh/h) 46 941 19 25 639 55 41 6 42 28 6 102 Future Volume (veh/h) 46 941 19 25 639 55 41 6 42 28 6 102 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 48 991 20 26 673 58 43 6 44 29 6 107 Adj No. of Lanes 1 2 0 1 2 0 0 1 1 0 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 465 2064 42 369 2145 '185 44 3 435 42 5 435 Arrive On Green 0.77 0.77 0.77 0.04 0.86 0.86 0.27 0.27 0.27 0.27 0.27 0.27 Sat Flow, veh/h 722 3548 72 1774 3298 284 5 12 1583 5 19 1583 Grp Volume(v), veh/h 48 494 517 26 361 370 49 0 44 35 0 107 Grp Sat Flow(s),veh/h/In 722 1770 1850 1774 1770 1813 17 0 1583 23 0 1583 Q Serve(g_s), s 2.6 16.1 16.1 0.9 6.0 6.1 0.2 0.0 3.3 0.2 0.0 8.4 Cycle Q Clear(g_c), s 2.6 16.1 16.1 0.9 6.0 6.1 43.9 0.0 3.3 43.9 0.0 8.4 Prop In Lane 1.00 0.04 1.00 0.16 0.88 1.00 0.83 1.00 Lane Grp Cap(c), veh/h 465 1029 1076 369 1151 1179 47 0 435 48 0 435 V/C Ratio(X) 0.10 0.48 0.48 0.07 0.31 0.31 1.04 0.00 0.10 0.74 0.00 0.25 Avail Cap(c_a), veh/h 465 1029 1076 513 1151 1179 47 0 435 48 0 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.82 0.82 0.82 0.76 0.76 0.76 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 7.9 9.4 9.4 12.3 4.2 4.2 77.0 0.0 43.3 74.0 0.0 45.1 Incr Delay (d2), s/veh 0.4 1.3 1.3 0.0 0.5 0.5 144.3 0.0 0.2 52.1 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 8.1 8.4 0.4 3.0 3.1 4.0 0.0 1.5 2.2 0.0 3.8 LnGrp Delay(d),s/veh 8.2 10.7 10.7 12.3 4.7 4.7 222.3 0.0 43.5 126.1 0.0 45.8 LnGrp LOS A BBB A A F D F D Approach Vol, veh/h 1059 757 93 142 Approach Delay, s/veh 10.6 5.0 137.7 65.6 Approach LOS B A F E 0 PUBLIC Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 110.0 50.0 11.0 99.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 18.0 * 81 44.0 Max Q Clear Time (g_c+I1), s 8.1 45.9 2.9 18.1 45.9 Green Ext Time (p_c), s 1.6 0.0 0.0 2.6 0.0 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 18.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Exist 11: NW 12th Ave & NW 20th St Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4 1 14 fir i 14"ri Traffic Volume (vph) 139 696 144 494 87 411 176 102 752 Future Volume (vph) 139 696 144 494 87 411 176 102 752 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Condit A.M. IV o 1 14.E 0 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance,. timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit application at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RF IEW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 32 (20%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St 01 ■ 02 (R) 03 4 1 20s ,62s 1 ins 57s 05 IO6(R) 167 8 20s .62s i i21s 57s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 11: NW 12th Ave & NW 20th St Condit A.M. IV o 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'"+i ft, r vi Traffic Volume (veh/h) 139 696 169 144 494 75 87 411 176 102 Future Volume (veh/h) 139 696 169 144 494 75 87 411 176 102 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 146 733 178 152 520 79 92 433 185 107 792 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 305 775 188 191 855 '129 111 1507 792 127 1305 232 Arrive On Green 0.10 0.36 0.36 0.15 0.55 0.55 0.08 0.57 0.57 0.09 0.58 0.58 SatFlow,veh/h 1774 2825 686 1774 3083 467 1774 3539 1583 1774 3003 535 Grp Volume(v), veh/h 146 459 452 152 298 301 92 433 185 107 467 466 Grp Sat Flow(s),veh/h/In 1774 1770 1742 1774 1770 1780 1774 1770 1583 1774 1770 1768 Q Serve(g_s), s 9.4 40.2 40.3 9.9 18.1 18.2 8.2 10.1 8.4 9.5 27.4 27.4 Cycle Q Clear(g_c), s 9.4 40.2 40.3 9.9 18.1 18.2 8.2 10.1 8.4 9.5 27.4 27.4 Prop In Lane 1.00 0.39 1.00 0.26 1.00 1.00 1.00 0.30 Lane Grp Cap(c), veh/h 305 486 478 191 491 494 111 1507 792 127 769 768 V/C Ratio(X) 0.48 0.95 0.95 0.79 0.61 0.61 0.83 0.29 0.23 0.84 0.61 0.61 Avail Cap(c_a), veh/h 345 557 549 225 557 561 155 1507 792 155 769 768 HCM Platoon Ratio 1.33 1.33 1.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.95 0.95 0.95 0.91 0.91 0.91 0.94 0.94 0.94 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.5 49.6 49.7 39.5 29.8 29.8 72.5 22.1 16.7 71.5 24.9 24.9 Incr Delay (d2), s/veh 0.4 21.8 22.0 11.9 0.7 0.8 15.3 0.5 0.7 24.5 3.5 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.6 22.5 22.2 5.4 8.9 9.0 4.5 5.0 3.8 5.5 14.1 14.1 LnGrp Delay(d),s/veh 37.9 71.4 71.7 51.4 30.5 30.6 87.8 22.6 17.3 96.1 28.4 28.4 LnGrp LOS D E E D C C F CB F CC Approach Vol, veh/h 1057 751 710 1040 Approach Delay, s/veh 66.9 34.8 29.6 35.4 Approach LOS E C C D Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR 752 752 2 0 SEW 134 134 12 0 1.00 1.00 1900 141 0 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 16.0 75.5 17.5 51.0 17.4 74.1 17.9 50.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 10.2 29.4 11.4 20.2 11.5 12.1 11.9 42.3 Green Ext Time (p_c), s 0.0 2.2 0.1 1.3 0.0 1.2 0.1 1.6 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 43.5 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 12: Bob Hope Dr/NW 10th Ave & NW 20th St c 4- t 1Y Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 1 "+i i " i Traffic Volume (vph) 123 518 85 448 149 166 70 209 Future Volume (vph) 123 518 85 448 149 166 70 209 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 80.0 21.0 80.0 21.0 38.0 21.0 38.0 Total Split (%) 13.1% 50.0% 13.1% 50.0% 13.1 % 23.8% 13.1% 23.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary 0 PUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 126 (79%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 1 ■ O? 11'04 41I- 02 (R) 21s 180s 21s 138s 1 05 07 1 08 6 (R) 21s I 180s 1 21s 1138s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 12: Bob Hope Dr/NW 10th Ave & NW 20th St Q A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"+i "i ) Traffic Volume (veh/h) 123 518 377 85 448 47 149 166 90 70 Future Volume (veh/h) 123 518 377 85 448 47 149 166 90 70 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 137 576 419 94 498 52 166 184 100 78 232 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 536 1062 773 340 1718 '179 215 254 138 208 249 Arrive On Green 0.06 0.72 0.72 0.05 0.71 0.71 0.09 0.22 0.22 0.05 0.18 SatFlow,veh/h 1774 1957 1424 1774 3236 337 1774 1136 618 1774 1354 Grp Volume(v), veh/h 137 521 474 94 272 278 166 0 284 78 0 Grp Sat Flow(s),veh/h/In 1774 1770 1611 1774 1770 1803 1774 0 1754 1774 0 Q Serve(g_s), s 5.7 21.5 21.5 3.9 9.1 9.1 11.8 0.0 24.0 5.7 0.0 Cycle Q Clear(g_c), s 5.7 21.5 21.5 3.9 9.1 9.1 11.8 0.0 24.0 5.7 0.0 Prop In Lane 1.00 0.88 1.00 0.19 1.00 0.35 1.00 Lane Grp Cap(c), veh/h 536 961 875 340 940 957 215 0 393 208 0 V/C Ratio(X) 0.26 0.54 0.54 0.28 0.29 0.29 0.77 0.00 0.72 0.37 0.00 Avail Cap(c_a), veh/h 616 961 875 442 940 957 228 0 393 292 0 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.50 0.50 0.50 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 15.4 13.2 13.2 17.0 12.4 12.4 48.3 0.0 57.5 50.6 0.0 Incr Delay (d2), s/veh 0.0 1.1 1.2 0.2 0.8 0.8 12.7 0.0 6.1 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.7 10.7 9.8 1.9 4.5 4.7 6.5 0.0 12.3 2.8 0.0 LnGrp Delay(d),s/veh 15.4 14.3 14.4 17.2 13.1 13.1 61.0 0.0 63.6 51.0 0.0 LnGrp LOS BBBBBBE E D Approach Vol, veh/h 1132 644 450 384 Approach Delay, s/veh 14.5 13.7 62.7 84.8 Approach LOS B B E F Timer 1 2 3 4 5 6 7 8 R 209 209 8 0 Condit A.M. IV o 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miami Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. PZ-1 -263 01/sRR I EW 67 67 18 0 1.00 1.00 1900 74 0 0.90 2 79 0.18 432 306 1787 27.0 27.0 0.24 329 0.93 357 1.00 1.00 64.3 29.1 0.0 16.0 93.4 F Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.8 90.9 13.5 41.8 11.9 92.9 19.9 35.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 74.0 15.0 32.0 15.0 74.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 7.7 11.1 7.7 26.0 5.9 23.5 13.8 29.0 Green Ext Time (p_c), s 0.1 1.2 0.0 0.7 0.1 2.6 0.0 0.4 Intersection Summary HCM 2010 Ctrl Delay 32.9 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Exist 13: NW 12th Ave & NW 16th St f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations vi f Traffic Volume (vph) 66 64 31 16 78 158 596 111 846 Future Volume (vph) 66 64 31 16 78 158 596 111 846 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 18.0 18.0 77.0 18.0 77.0 Total Split (%) 40.6% 40.6% 40.6% 40.6% 11.3% 11.3% 48.1 % 11.3% 48.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Condit A.M. IV I� 14.E 0 0 Completion of staff re.winiicates permitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance,. timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body render renew the permit application at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RF IEW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St 41I- 18s 177s 65s 05 106 (R) 8 18s I I77s i 65s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 13: NW 12th Ave & NW 16th St 0 Condit A.M. IV o 1 14.E 0 0 Completion of staff renew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miami Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. At Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations " i 1 r vi Traffic Volume (veh/h) 66 64 77 31 16 78 158 596 159 111 846 99 Future Volume (veh/h) 66 64 77 31 16 78 158 596 159 111 846 99 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 73 70 85 34 18 86 174 655 175 122 930 109 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 3 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 200 99 121 97 241 324 133 1871 499 133 3125 365 Arrive On Green 0.13 0.13 0.13 0.13 0.13 0.13 0.10 0.90 0.90 0.10 0.90 0.90 SatFlow,veh/h 1285 767 931 1227 1863 1583 1774 2764 738 1774 4618 540 Grp Volume(v), veh/h 73 0 155 34 18 86 174 419 411 122 682 357 Grp Sat Flow(s),veh/h/In 1285 0 1698 1227 1863 1583 1774 1770 1733 1774 1695 1768 Q Serve(g_s), s 8.5 0.0 14.0 4.4 1.4 7.3 12.0 5.5 5.5 10.9 4.4 4.4 Cycle Q Clear(g_c), s 9.8 0.0 14.0 18.4 1.4 7.3 12.0 5.5 5.5 10.9 4.4 4.4 Prop In Lane 1.00 0.55 1.00 1.00 1.00 0.43 1.00 0.31 Lane Grp Cap(c), veh/h 200 0 220 97 241 324 133 1198 1172 133 2294 1196 V/C Ratio(X) 0.36 0.00 0.70 0.35 0.07 0.27 1.31 0.35 0.35 0.92 0.30 0.30 Avail Cap(c_a), veh/h 500 0 616 382 675 693 133 1198 1172 133 2294 1196 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.84 0.84 0.84 0.68 0.68 0.68 Uniform Delay (d), s/veh 65.5 0.0 66.7 75.5 61.2 53.5 72.0 2.9 2.9 71.5 2.8 2.8 Incr Delay (d2), s/veh 0.8 0.0 3.1 1.6 0.1 0.3 176.4 0.7 0.7 40.9 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.1 0.0 6.8 1.5 0.7 3.2 12.4 2.7 2.7 6.8 2.0 2.2 LnGrp Delay(d),s/veh 66.4 0.0 69.8 77.1 61.3 53.9 248.4 3.5 3.6 112.4 3.0 3.2 LnGrp LOS E E E E OF A A F A A Approach Vol, veh/h 228 138 1004 1161 Approach Delay, s/veh 68.7 60.6 46.0 14.6 Approach LOS E E D B Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR I EW Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.0 114.3 27.7 18.0 114.3 27.7 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 12.0 71.0 58.0 12.0 71.0 58.0 Max Q Clear Time (g_c+I1), s 14.0 6.4 20.4 12.9 7.5 16.0 Green Ext Time (p_c), s 0.0 2.9 0.4 0.0 2.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 34.4 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Exist 14: NW 12th Ave & NW 14th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations ft vi vi ft, r i+ Traffic Volume (vph) 127 465 200 353 224 766 547 133 683 Future Volume (vph) 127 465 200 353 224 766 547 133 683 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 20.0 45.0 30.0 55.0 23.0 62.0 30.0 23.0 62.0 Total Split (%) 12.5% 28.1% 18.8% 34.4% 14.4% 38.8% 18.8% 14.4% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Condit A.M. IV o 1 14.E 0 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance,. timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit application at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RF IEW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St 01 lir 02 4R) )11 3 04 23s [U6Zs} 2ds •55s 05 1 06 4R; 107 -Pus 23s •62s I =30s F.45s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 14: NW 12th Ave & NW 14th St Condit A.M. IV o 1 14.E 0 0 Completion of staff renew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of ion-RldkJ, hotly MI renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations ft 1'"+i ft, r vi 'IL Traffic Volume (veh/h) 127 465 192 200 353 151 224 766 547 133 683 132 Future Volume (veh/h) 127 465 192 200 353 151 224 766 547 133 683 132 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 131 479 198 206 364 '156 231 790 564 137 704 136 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 268 528 217 245 604 255 413 1591 875 275 1795 343 Arrive On Green 0.07 0.22 0.22 0.10 0.25 0.25 0.12 0.60 0.60 0.08 0.56 0.56 SatFlow,veh/h 1774 2449 1006 1774 2427 1024 1774 3539 1583 1774 4289 819 Grp Volume(v), veh/h 131 345 332 206 264 256 231 790 564 137 555 285 Grp Sat Flow(s),veh/h/In 1774 1770 1685 1774 1770 1682 1774 1770 1583 1774 1695 1718 Q Serve(g_s), s 9.1 30.4 30.8 14.3 21.1 21.6 12.0 20.4 35.4 7.1 14.8 15.1 Cycle Q Clear(g_c), s 9.1 30.4 30.8 14.3 21.1 21.6 12.0 20.4 35.4 7.1 14.8 15.1 Prop In Lane 1.00 0.60 1.00 0.61 1.00 1.00 1.00 0.48 Lane Grp Cap(c), veh/h 268 381 363 245 440 418 413 1591 875 275 1419 719 V/C Ratio(X) 0.49 0.91 0.91 0.84 0.60 0.61 0.56 0.50 0.64 0.50 0.39 0.40 Avail Cap(c_a), veh/h 289 420 400 318 531 505 434 1591 875 351 1419 719 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 Uniform Delay (d), s/veh 45.1 61.2 61.3 45.4 53.1 53.3 22.8 21.8 17.5 24.5 23.9 24.0 Incr Delay (d2), s/veh 0.5 21.2 23.4 11.8 1.0 1.2 0.8 1.1 3.7 0.5 0.8 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.5 17.1 16.7 7.8 10.5 10.2 5.9 10.2 16.2 3.4 7.0 7.4 LnGrp Delay(d),s/veh 45.7 82.4 84.7 57.3 54.0 54.4 23.5 22.9 21.1 25.0 24.7 25.5 LnGrp LOS D F F E D D C C C C C C Approach Vol, veh/h 808 726 1585 977 Approach Delay, s/veh 77.4 55.1 22.4 25.0 Approach LOS E E C C PZ-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 IEW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 21.1 74.0 18.1 46.8 16.1 78.9 23.4 41.5 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 16.0 55.0 13.0 48.0 16.0 55.0 23.0 38.0 Max Q Clear Time (g_c+I1), s 14.0 17.1 11.1 23.6 9.1 37.4 16.3 32.8 Green Ext Time (p_c), s 0.1 2.2 0.0 2.7 0.1 2.4 0.2 1.7 Intersection Summary HCM 2010 Ctrl Delay 39.6 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 P.M. Peak Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 1: NW 12th Ave & NW 28th St Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary EBL EBT EBR WBL WBT WBR NBL NBT SBL S 4 fir 11 t t 60 105 54 7 153 96 99 1231 46 590 60 105 54 7 153 96 99 1231 46 590 Perm NA Perm Perm NA Perm Perm NA Perm NA 8 4 6 2 8 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 None None None None None None C-Max C-Max C-Max C-Max oa pUBLIC Condit( P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St # 02 (R) ■ 1- 04 76s 14s 06 (R) 8 %E s -4s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 1: NW 12th Ave & NW 28th St 0 Condit P.M. IV � 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. At PZ-1 -263 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4 r 4 fir j 1) Traffic Volume (veh/h) 60 105 54 7 153 96 99 1231 23 46 Future Volume (veh/h) 60 105 54 7 153 96 99 1231 23 46 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 63 111 57 7 161 '101 104 1296 24 48 621 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 41 55 501 31 396 451 451 2074 38 236 1856 224 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 Sat Flow, veh/h 0 173 1583 0 1250 1425 746 3555 66 414 3181 384 Grp Volume(v), veh/h 174 0 57 168 0 '101 104 645 675 48 345 351 Grp Sat Flow(s),veh/h/In 173 0 1583 1250 0 1425 746 1770 1851 414 1770 1795 Q Serve(g_s), s 0.0 0.0 3.1 0.0 0.0 6.3 6.2 19.0 19.1 7.2 7.1 7.1 Cycle Q Clear(g_c), s 38.0 0.0 3.1 38.0 0.0 6.3 13.3 19.0 19.1 26.2 7.1 7.1 Prop In Lane 0.36 1.00 0.04 1.00 1.00 0.04 1.00 0.21 Lane Grp Cap(c), veh/h 96 0 501 427 0 451 451 1032 1080 236 1032 1047 V/C Ratio(X) 1.82 0.00 0.11 0.39 0.00 0.22 0.23 0.62 0.63 0.20 0.33 0.34 Avail Cap(c_a), veh/h 96 0 501 427 0 451 451 1032 1080 236 1032 1047 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.3 0.0 29.1 31.4 0.0 30.2 8.4 7.7 7.7 13.4 6.4 6.4 Incr Delay (d2), s/veh 407.3 0.0 0.1 0.4 0.0 0.2 1.0 2.4 2.3 1.9 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 14.0 0.0 1.4 4.3 0.0 2.5 1.4 9.8 10.2 0.9 3.6 3.7 LnGrp Delay(d),s/veh 446.6 0.0 29.1 31.9 0.0 30.3 9.4 10.2 10.1 15.4 7.3 7.3 LnGrp LOS F C C C A BBB A A Approach Vol, veh/h 231 269 1424 744 Approach Delay, s/veh 343.6 31.3 10.1 7.8 Approach LOS F C B A Timer 1 2 3 4 5 6 7 8 590 590 2 0 IEW 71 71 12 0 1.00 1.00 1900 75 Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+11), s 28.2 40.0 21.1 40.0 Green Ext Time (p_c), s 2.0 0.0 3.9 0.0 Intersection Summary HCM 2010 Ctrl Delay 40.5 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 AWSC Exist 2: NW 13th Ave & NW 22nd St 0 Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Condit P.M. IV � 1 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF IEW Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4"ra Traffic Vol, veh/h 5 41 7 0 0 0 0 49 38 1 16 0 Future Vol, veh/h 5 41 7 0 0 0 0 49 38 1 16 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 46 8 0 0 0 0 54 42 1 18 0 Number of Lanes 0 2 0 0 0 0 0 1 0 0 1 0 Approach EB NB SB Opposing Approach Opposing Lanes 0 Conflicting Approach Left SB Conflicting Lanes Left 1 SB NB 1 1 EB 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 7.6 7.3 7.3 HCM LOS A A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 0% 20% 0% 6% Vol Thru, % 56% 80% 75% 94% Vol Right, % 44% 0% 25% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 87 26 28 17 LT Vol 0 5 0 1 Through Vol 49 21 21 16 RT Vol 38 0 7 0 Lane Flow Rate 97 28 31 19 Geometry Grp 2 7 7 2 Degree of Util (X) 0.102 0.038 0.039 0.022 Departure Headway (Hd) 3.786 4.833 4.557 4.119 Convergence, Y/N Yes Yes Yes Yes Cap 940 739 783 861 Service Time 1.838 2.574 2.297 2.181 HCM Lane V/C Ratio 0.103 0.038 0.04 0.022 HCM Control Delay 7.3 7.8 7.5 7.3 HCM Lane LOS A A A A HCM 95th-tile Q 0.3 0.1 0.1 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 3: NW 12th Ave & NW 22nd St Lane Group EBL EBT WBL WBT NBT SBL SBT Lane Configurations "i 1'"+i i +1' Traffic Volume (vph) 40 7 16 0 1225 24 555 Future Volume (vph) 40 7 16 0 1225 24 555 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 35.0 35.0 25.0 25.0 80.0 80.0 80.0 Total Split (%) 25.0% 25.0% 17.9% 17.9% 57.1% 57.1 % 57.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max Intersection Summary 4 2 3 3 4 4 6 2 2 oa pUBLIC Condit( P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 140 Actuated Cycle Length: 140 Offset: 63 (45%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St (R) IE.35s 41I- 04 ? 80 s 25s At 06 (R) 80 �7 s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM Signalized Intersection Capacity Analysis Exist 3: NW 12th Ave & NW 22nd St A Q Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S Lane Configurations "i ) Traffic Volume (vph) 40 7 15 16 0 83 0 1225 10 24 Future Volume (vph) 40 7 15 16 0 83 0 1225 10 24 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.90 0.89 1.00 1.00 Flt Protected 0.95 1.00 0.99 1.00 0.95 Satd. Flow (prot) 1770 1673 1639 3535 1770 Flt Permitted 0.95 1.00 U.94 1.00 0.17 Satd. Flow (perm) 1770 1673 1548 3535 310 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 44 8 17 18 0 92 0 1361 11 27 RTOR Reduction (vph) 0 16 0 0 86 0 0 0 0 0 Lane Group Flow (vph) 44 9 0 0 24 0 0 1372 0 27 Turn Type Split NA Perm NA NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 2 Actuated Green, G (s) 7.4 7.4 8.5 106.1 106.1 106.1 Effective Green, g (s) 7.4 7.4 8.5 106.1 106.1 106.1 Actuated gIC Ratio 0.05 0.05 0.06 0.76 0.76 0.76 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 93 88 93 2679 234 2682 v/s Ratio Prot c0.02 0.01 c0.39 0.17 v/s Ratio Perm c0.02 0.09 v/c Ratio 0.47 0.10 0.25 0.51 0.12 0.23 Uniform Delay, d1 64.4 63.1 62.7 6.7 4.5 5.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 0.4 0.5 0.7 1.0 0.2 Delay (s) 67.2 63.5 63.2 7.4 5.5 5.2 Level of Service E E E A A A Approach Delay (s) 65.8 63.2 7.4 5.2 Approach LOS E E A A Intersection Summary Condit P.M. IV Ib 1 14.E 0 0 Compleionofstallreiewind;catespermltapptieation r fits Im is pmentap,1ta nedto be sheyufdiami 0,010 Thlspennitaokat IIr Htobescheduledbra public gin accordance melines set forth in the City of Miami The applicable decision-maltingbrenderl renew the permit application at the pubrhearing and render either a a recommendation or a final decision. HCM 2000 Control Delay 11,4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 56.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group SIZ-1 3 tAL 01/22/19 IEW G 555 1900 6.0 0.95 1.00 1.00 3539 1.00 3539 0.90 0.90 617 0 0 0 617 0 NA 2 1900 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 TWSC Exist 4: NW 13th Ave & NW 21 st Terr 0 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Condit P.M. IV � 1 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF IEW Lane Configurations ifyir 4 "i Traffic Vol, veh/h 2 6 6 80 19 4 Future Vol, veh/h 2 6 6 80 19 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 7 7 95 23 5 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 135 26 28 0 - 0 Stage 1 26 Stage 2 109 - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 859 1050 1585 - - - Stage 1 997 - - - - - Stage 2 916 - - - Platoon blocked, % Mov Cap-1 Maneuver 855 1050 1585 Mov Cap-2 Maneuver 855 - Stage 1 992 Stage 2 916 Approach EB NB SB HCM Control Delay, s 8.7 0.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1585 - 993 HCM Lane V/C Ratio 0.005 - 0.01 HCM Control Delay (s) 7.3 0 8.7 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 TWSC Exist 5: NW 12th Ave & NW 21 st Terr 0 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Condit P.M. IV � 1 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF IEW Lane Configurations fir 4"i +1' Traffic Vol, veh/h 0 26 1167 10 0 608 Future Vol, veh/h 0 26 1167 10 0 608 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 28 1255 11 0 654 Major/Minor Minorl Majorl Major2 Conflicting Flow All - 633 0 0 - Stage 1 - Stage 2 Critical Hdwy 5 - Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 641 0 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 641 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 10.9 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - 641 HCM Lane V/C Ratio - 0.044 HCM Control Delay (s) - 10.9 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 TWSC Exist 6: NW 13th Ave & NW 21 st St 0 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condit P.M. IV � 1 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` % P7-18-963 01/22/19 RF IEW Lane Configurations Traffic Vol, veh/h 4 11 23 9 6 8 15 69 20 5 23 3 Future Vol, veh/h 4 11 23 9 6 8 15 69 20 5 23 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - CI - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 12 26 10 7 9 17 77 22 6 26 3 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 170 173 28 181 163 88 29 0 0 99 0 Stage1 40 40 - 122 122 Stage 2 130 133 - 59 41 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 920 942 1157 904 955 1069 1584 - 1494 Stage1 1154 1154 - 1065 1065 - - Stage 2 1015 1034 - 1112 1146 - - - Platoon blocked, % - Mov Cap-1 Maneuver 897 928 1157 865 941 1069 1584 - - 1494 Mov Cap-2 Maneuver 897 928 - 865 941 - Stage1 1141 1149 - 1053 1053 Stage 2 989 1023 - 1072 1141 Approach EB WB NB SB HCM Control Delay, s 8.6 8.9 1.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 1.2 Capacity (veh/h) 1584 - - 1050 948 1494 HCM Lane V/C Ratio 0.011 - 0.04 0.027 0.004 HCM Control Delay (s) 7.3 0 - 8.6 8.9 7.4 0 HCM Lane LOS A A - A A A A HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 TWSC Exist 7: NW 12th Ave & NW 21 st St 0 Intersection Int Delay, s/veh Movement 0.1 EBL EBR NBL NBT SBT SBR Condit P.M. IV � 1 14.E 0 0 Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF IEW Lane Configurations ft ft Traffic Vol, veh/h 0 23 0 1167 624 0 Future Vol, veh/h 0 23 0 1167 624 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 24 0 1228 657 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 329 0 - 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 - Follow-up Hdwy - 3 - Pot Cap-1 Maneuver 0 869 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 869 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 869 HCM Lane V/C Ratio - 0.028 HCM Control Delay (s) - 9.3 HCM Lane LOS - A HCM 95th %tile Q(veh) - 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 8: NW 20th St & NW 17th Avenue f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi vi 4 r vi 4' Traffic Volume (vph) 124 553 123 1022 104 381 89 92 297 84 Future Volume (vph) 124 553 123 1022 104 381 89 92 297 84 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 21.0 71.0 21.0 71.0 18.0 50.0 50.0 18.0 50.0 50.0 Total Split (%) 13.1% 44.4% 13.1% 44.4% 11.3% 31.3% 31.3% 11.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 0 PUBLIC Condit( P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 150 (94%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 1 1'111.03 t04 41I- 02 (R) 21s 71s 1 18 s 150s , 1(05 07 T 08 436 CR) 21s 71s 1 • m18s 50s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 8: NW 20th St & NW 17th Avenue 0 A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'" i 4 r vi Traffic Volume (veh/h) 124 553 88 123 1022 92 104 381 89 92 Future Volume (veh/h) 124 553 88 123 1022 92 104 381 89 92 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 128 570 91 127 1054 95 107 393 92 95 306 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 299 1598 254 471 1714 '154 218 425 362 159 415 Arrive On Green 0.06 0.69 0.69 0.06 0.69 0.69 0.06 0.23 0.23 0.05 0.22 SatFlow,veh/h 1774 3059 487 1774 3284 296 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 128 329 332 127 568 581 107 393 92 95 306 87 Grp Sat Flow(s),veh/h/In 1774 1770 1777 1774 1770 1811 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 5.4 12.1 12.1 5.4 27.4 27.4 7.4 33.0 7.6 6.6 24.4 7.2 Cycle Q Clear(g_c), s 5.4 12.1 12.1 5.4 27.4 27.4 7.4 33.0 7.6 6.6 24.4 7.2 Prop In Lane 1.00 0.27 1.00 0.16 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 299 924 928 471 924 945 218 425 362 159 415 353 V/C Ratio(X) 0.43 0.36 0.36 0.27 0.61 0.62 0.49 0.92 0.25 0.60 0.74 0.25 Avail Cap(c_a), veh/h 382 924 928 555 924 945 247 512 435 198 512 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.77 0.77 0.77 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.9 13.5 13.5 16.3 15.9 15.9 46.1 60.4 50.6 47.9 57.8 51.1 Incr Delay (d2), s/veh 0.4 1.1 1.1 0.1 2.4 2.3 0.6 19.8 0.3 1.3 3.8 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.6 6.1 6.2 2.6 13.9 14.2 3.7 19.4 3.4 3.3 13.0 3.2 LnGrp Delay(d),s/veh 19.3 14.6 14.6 16.4 18.2 18.2 46.7 80.2 50.8 49.3 61.6 51.4 LnGrp LOS B B B B B BD F D D E D Approach Vol, veh/h 789 1276 592 488 Approach Delay, s/veh 15.4 18.0 69.6 57.4 Approach LOS B B E E Condit P.M. IV � 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR 297 297 8 0 1EW 84 84 18 0 1.00 1.00 1863 87 1 0.97 2 353 0.22 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.5 89.5 14.5 42.5 13.4 89.6 15.3 41.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 65.0 12.0 44.0 15.0 65.0 12.0 44.0 Max Q Clear Time (g_c+I1), s 7.4 29.4 8.6 35.0 7.4 14.1 9.4 26.4 Green Ext Time (p_c), s 0.1 2.9 0.0 1.5 0.1 1.5 0.0 1.6 Intersection Summary HCM 2010 Ctrl Delay 33.2 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 9: NW 14th AVe & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi vi1' 4 r Traffic Volume (vph) 43 574 93 948 277 348 322 14 85 Future Volume (vph) 43 574 93 948 277 348 322 14 85 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 79.0 21.0 79.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 13.1% 49.4% 13.1% 49.4% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 0 PUBLIC Condit( P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 154 (96%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St 01 04 41I- 02 (R) 21s 1179s 60s 1 05 ■ 08 6 (R) 21s I I179s 1 60s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 9: NW 14th AVe & NW 20th St 0 Condit P.M. IV � 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"i 4 r Traffic Volume (veh/h) 43 574 92 93 948 25 277 348 322 14 Future Volume (veh/h) 43 574 92 93 948 25 277 348 322 14 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 Adj Flow Rate, veh/h 45 604 97 98 998 26 292 366 339 15 89 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 308 1561 250 430 1828 48 314 629 534 51 288 Arrive On Green 0.04 0.68 0.68 0.05 0.69 0.69 0.34 0.34 0.34 0.34 0.34 SatFlow,veh/h 1774 3056 490 1774 3524 92 1247 1863 1583 79 854 Grp Volume(v), veh/h 45 349 352 98 501 523 292 366 339 152 0 Grp Sat Flow(s),veh/h/In 1774 1770 1776 1774 1770 1847 1247 1863 1583 1364 0 Q Serve(g_s), s 1.9 13.7 13.8 4.2 22.5 22.5 27.1 25.9 28.9 1.0 0.0 Cycle Q Clear(g_c), s 1.9 13.7 13.8 4.2 22.5 22.5 54.0 25.9 28.9 26.9 0.0 Prop In Lane 1.00 0.28 1.00 0.05 1.00 1.00 0.10 Lane Grp Cap(c), veh/h 308 904 907 430 918 958 314 629 534 485 V/C Ratio(X) 0.15 0.39 0.39 0.23 0.55 0.55 0.93 0.58 0.63 0.31 Avail Cap(c_a), veh/h 419 904 907 526 918 958 314 629 534 485 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.93 0.93 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.6 14.8 14.8 17.6 15.4 15.4 62.2 43.7 44.7 38.7 Incr Delay (d2), s/veh 0.1 1.2 1.2 0.1 2.2 2.1 33.6 1.7 2.8 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.9 6.9 7.0 2.1 11.4 11.8 15.8 13.6 13.0 4.9 LnGrp Delay(d),s/veh 18.6 15.9 15.9 17.7 17.6 17.6 95.9 45.4 47.5 39.2 LnGrp LOS BBBP B BF DDD R PZ-1 -263 01/sRR 1EW 85 46 85 46 8 18 0 0 1.00 1.00 1900 48 0 0.95 2 145 0.34 431 0 0 0.0 0.0 0.32 0 0 0.00 0.00 0 0 1.00 1.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Approach Vol, veh/h 746 1122 997 152 Approach Delay, s/veh 16.1 17.6 60.9 39.2 Approach LOS B B E D Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 89.0 60.0 12.3 87.7 60.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 73.0 54.0 15.0 73.0 54.0 Max Q Clear Time (g_c+I1), s 3.9 24.5 56.0 6.2 15.8 28.9 Green Ext Time (p_c), s 0.0 2.5 0.0 0.1 1.6 1.3 Intersection Summary HCM 2010 Ctrl Delay 32.6 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Exist 10: NW 13th Ave & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi 144 vi 1'" i Traffic Volume (vph) 72 801 6 992 13 3 16 13 2 53 Future Volume (vph) 72 801 6 992 13 3 16 13 2 53 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 4 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 21.0 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 89.0 89.0 21.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 55.6% 55.6% 13.1% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 8 8 Condit P.M. IV � 1 14.E 0 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RFVI EW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 84 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St (R) ■ 104 02 110 s 50Is 5 T 08 434 (R) 21 s 189 s 50 s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary Exist 10: NW 13th Ave & NW 20th St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"i 4 fir Traffic Volume (veh/h) 72 801 11 6 992 58 13 3 16 13 2 53 Future Volume (veh/h) 72 801 11 6 992 58 13 3 16 13 2 53 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 73 817 11 6 1012 59 13 3 16 13 2 54 Adj No. of Lanes 1 2 0 1 2 0 0 1 1 0 1 1 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 406 2463 33 544 2575 '150 48 7 265 50 5 265 Arrive On Green 0.92 0.92 0.92 0.04 1.00 1.00 0.17 0.17 0.17 0.17 0.17 0.17 Sat Flow, veh/h 525 3576 48 1774 3399 '198 44 42 1583 47 29 1583 Grp Volume(v), veh/h 73 404 424 6 527 544 16 0 16 15 0 54 Grp Sat Flow(s),veh/h/In 525 1770 1854 1774 1770 1828 86 0 1583 76 0 1583 Q Serve(g_s), s 2.3 4.4 4.4 0.1 0.0 0.0 1.0 0.0 1.4 1.0 0.0 4.7 Cycle Q Clear(g_c), s 2.3 4.4 4.4 0.1 0.0 0.0 26.8 0.0 1.4 26.8 0.0 4.7 Prop In Lane 1.00 0.03 1.00 0.11 0.81 1.00 0.87 1.00 Lane Grp Cap(c), veh/h 406 1219 1277 544 1341 1385 55 0 265 55 0 265 V/C Ratio(X) 0.18 0.33 0.33 0.01 0.39 0.39 0.29 0.00 0.06 0.27 0.00 0.20 Avail Cap(c_a), veh/h 406 1219 1277 655 1341 1385 208 0 435 209 0 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 0.21 0.21 0.21 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 2.2 2.3 2.3 5.7 0.0 0.0 70.8 0.0 56.0 73.3 0.0 57.4 Incr Delay (d2), s/veh 0.9 0.7 0.6 0.0 0.2 0.2 6.1 0.0 0.2 5.7 0.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.4 2.2 2.3 0.1 0.1 0.1 0.8 0.0 0.6 0.7 0.0 2.1 LnGrp Delay(d),s/veh 3.1 2.9 2.9 5.7 0.2 0.2 76.9 0.0 56.2 79.0 0.0 58.2 LnGrp LOS A A A A A A E E E E Approach Vol, veh/h 901 1077 32 69 Approach Delay, s/veh 2.9 0.2 66.5 62.7 Approach LOS A A E E 0 PUBLIC Cond ittY"i' P.M. IV � 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 126.2 33.8 11.0 115.2 33.8 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 15.0 * 84 44.0 Max Q Clear Time (g_c+I1), s 2.0 28.8 2.1 6.4 28.8 Green Ext Time (p_c), s 2.6 0.1 0.0 2.4 0.3 Intersection Summary HCM 2010 Ctrl Delay 4.5 HCM 2010 LOS A Notes K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Exist 11: NW 12th Ave & NW 20th St Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 1 14 fir i 1" i Traffic Volume (vph) 170 547 146 822 149 833 195 85 430 Future Volume (vph) 170 547 146 822 149 833 195 85 430 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1 % 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Condit P.M. IV � 1 14.E 0 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RF IEW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 144 (90%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St 01 ■ 02 (R) 03 1 4 20s ,62s T 121s 57s 05 IO6(R) 167 8 20s .62s i i21s 57s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 11: NW 12th Ave & NW 20th St Condit P.M. IV � 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'"+i ft, r vi Traffic Volume (veh/h) 170 547 117 146 822 141 149 833 195 85 430 117 Future Volume (veh/h) 170 547 117 146 822 141 149 833 195 85 430 117 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 179 576 123 154 865 '148 157 877 205 89 453 123 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 201 880 187 259 892 '153 155 1446 764 108 1054 284 Arrive On Green 0.03 0.10 0.10 0.15 0.59 0.59 0.12 0.54 0.54 0.08 0.51 0.51 SatFlow,veh/h 1774 2905 619 1774 3024 517 1774 3539 1583 1774 2758 743 Grp Volume(v), veh/h 179 350 349 154 506 507 157 877 205 89 289 287 Grp Sat Flow(s),veh/h/In 1774 1770 1754 1774 1770 1771 1774 1770 1583 1774 1770 1732 Q Serve(g_s), s 11.0 30.5 30.6 9.8 43.9 43.9 14.0 27.0 10.0 7.9 16.4 16.7 Cycle Q Clear(g_c), s 11.0 30.5 30.6 9.8 43.9 43.9 14.0 27.0 10.0 7.9 16.4 16.7 Prop In Lane 1.00 0.35 1.00 0.29 1.00 1.00 1.00 0.43 Lane Grp Cap(c), veh/h 201 536 531 259 522 522 155 1446 764 108 676 662 V/C Ratio(X) 0.89 0.65 0.66 0.60 0.97 0.97 1.01 0.61 0.27 0.82 0.43 0.43 Avail Cap(c_a), veh/h 223 557 552 294 557 558 155 1446 764 155 676 662 HCM Platoon Ratio 0.33 0.33 0.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.97 0.97 0.97 0.75 0.75 0.75 0.91 0.91 0.91 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.8 63.9 64.0 35.2 32.1 32.1 70.7 27.8 18.5 72.7 28.4 28.4 Incr Delay (d2), s/veh 28.3 1.9 2.0 1.0 24.7 24.7 71.9 1.7 0.8 14.2 2.0 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 7.0 15.3 15.2 4.8 24.7 24.7 9.9 13.5 4.5 4.3 8.4 8.3 LnGrp Delay(d),s/veh 72.2 65.9 66.0 36.2 56.8 56.8 142.6 29.5 19.3 86.9 30.3 30.5 LnGrp LOS E E E D E E F CB F CC Approach Vol, veh/h 878 1167 1239 665 Approach Delay, s/veh 67.2 54.1 42.1 38.0 Approach LOS E D D D Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR 1EW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.0 67.1 19.1 53.8 15.7 71.4 17.8 55.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 16.0 18.7 13.0 45.9 9.9 29.0 11.8 32.6 Green Ext Time (p_c), s 0.0 1.3 0.0 1.3 0.0 2.6 0.1 1.5 Intersection Summary HCM 2010 Ctrl Delay 50.5 HCM 2010 LOS D Notes K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exist 12: Bob Hope Dr/NW 10th Ave & NW 20th St c 4- t 1Y Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 1 "+i i " i Traffic Volume (vph) 166 556 34 634 351 353 42 62 Future Volume (vph) 166 556 34 634 351 353 42 62 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 70.0 21.0 70.0 21.0 48.0 21.0 48.0 Total Split (%) 13.1% 43.8% 13.1% 43.8% 13.1% 30.0% 13.1% 30.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary 0 PUBLIC Condit( P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 70 (44%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 01 '1/4411.03 t04 02 (R) 21 s 70 s I I2 1 s s 1 05 07 T 08 436 (R) 21s 1 70s 1 m21s n98s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 12: Bob Hope Dr/NW 10th Ave & NW 20th St Q A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"+i "i ) Traffic Volume (veh/h) 166 556 125 34 634 77 351 353 123 42 Future Volume (veh/h) 166 556 125 34 634 77 351 353 123 42 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 177 591 133 36 674 82 373 376 131 45 66 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 435 1535 345 418 1582 '192 368 347 121 95 160 Arrive On Green 0.08 0.71 0.71 0.03 0.66 0.66 0.09 0.26 0.26 0.03 0.20 SatFlow,veh/h 1774 2873 645 1774 3178 386 1774 1321 460 1774 809 Grp Volume(v), veh/h 177 363 361 36 375 381 373 0 507 45 0 Grp Sat Flow(s),veh/h/In 1774 1770 1749 1774 1770 1795 1774 0 1782 1774 0 Q Serve(g_s), s 7.7 13.1 13.2 1.6 16.0 16.0 15.0 0.0 42.0 3.2 0.0 Cycle Q Clear(g_c), s 7.7 13.1 13.2 1.6 16.0 16.0 15.0 0.0 42.0 3.2 0.0 Prop In Lane 1.00 0.37 1.00 0.22 1.00 0.26 1.00 Lane Grp Cap(c), veh/h 435 945 934 418 881 893 368 0 468 95 V/C Ratio(X) 0.41 0.38 0.39 0.09 0.43 0.43 1.01 0.00 1.08 0.47 Avail Cap(c_a), veh/h 492 945 934 540 881 893 368 0 468 211 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.81 0.81 0.81 1.00 1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 17.3 12.7 12.7 18.6 16.3 16.3 57.2 0.0 59.0 52.3 Incr Delay (d2), s/veh 0.2 1.0 1.0 0.0 1.5 1.5 50.4 0.0 66.2 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.7 6.6 6.5 0.8 8.0 8.3 14.1 0.0 29.3 1.6 LnGrp Delay(d),s/veh 17.5 13.6 13.7 18.7 17.8 17.8 107.7 0.0 125.2 53.7 LnGrp LOS BBBB B B F F D Approach Vol, veh/h 901 792 880 184 Approach Delay, s/veh 14.4 17.8 117.8 56.0 Approach LOS B B F E Condit P.M. IV � 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miami Code. oriy. This permit application will need to be scheduled bra public featng In accordancew. timelines set forth In the City of ion-RldkJ, hotly MI renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR 1EW 62 69 62 69 8 18 0 0 1.00 1.00 1900 73 0 0.94 2 176 0.20 895 139 1705 11.4 11.4 0.53 0 336 0.00 0.41 0 447 1.00 1.00 0.00 1.00 0.0 56.1 0.0 0.6 0.0 0.0 0.0 5.4 0.0 56.8 E Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 15.8 85.6 10.5 48.0 10.0 91.5 21.0 37.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 64.0 15.0 42.0 15.0 64.0 15.0 42.0 Max Q Clear Time (g_c+I1), s 9.7 18.0 5.2 44.0 3.6 15.2 17.0 13.4 Green Ext Time (p_c), s 0.1 1.7 0.0 0.0 0.0 1.7 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 51.2 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Exist 13: NW 12th Ave & NW 16th St f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations t+ 1 fir 11 144 11 +1'" i Traffic Volume (vph) 64 13 112 47 140 30 983 49 616 Future Volume (vph) 64 13 112 47 140 30 983 49 616 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 19.0 19.0 96.0 19.0 96.0 Total Split (%) 36.1% 36.1% 36.1% 36.1 % 10.6% 10.6% 53.3% 10.6% 53.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Condit P.M. IV � 1 14.E 0 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RF IEW Cycle Length: 180 Actuated Cycle Length: 180 Offset: 48 (27%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St 01 lir 02 4Rj ■ 04 19s I96s 65s 05 06 (F2) 08 19s I 196s I 65s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC HCM 2010 Signalized Intersection Summary Exist 13: NW 12th Ave & NW 16th St 0 Condit P.M. IV � 1 14.E 0 0 Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations " i 1 r vi 4' Traffic Volume (veh/h) 64 13 65 112 47 140 30 983 55 49 616 59 Future Volume (veh/h) 64 13 65 112 47 140 30 983 55 49 616 59 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 67 14 68 118 49 '147 32 1035 58 52 648 62 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 3 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 190 42 202 177 279 296 41 2411 135 66 3410 324 Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.03 0.94 0.94 0.05 0.96 0.96 SatFlow,veh/h 1182 277 1348 1311 1863 1583 1774 3408 191 1774 4725 448 Grp Volume(v), veh/h 67 0 82 118 49 '147 32 537 556 52 463 247 Grp Sat Flow(s),veh/h/In 1182 0 1625 1311 1863 1583 1774 1770 1829 1774 1695 1784 Q Serve(g_s), s 9.4 0.0 8.1 15.9 4.1 15.0 3.2 5.4 5.4 5.2 1.2 1.2 Cycle Q Clear(g_c), s 13.6 0.0 8.1 24.1 4.1 15.0 3.2 5.4 5.4 5.2 1.2 1.2 Prop In Lane 1.00 0.83 1.00 1.00 1.00 0.10 1.00 0.25 Lane Grp Cap(c), veh/h 190 0 243 177 279 296 41 1252 1294 66 2446 1287 V/C Ratio(X) 0.35 0.00 0.34 0.67 0.18 0.50 0.78 0.43 0.43 0.79 0.19 0.19 Avail Cap(c_a), veh/h 394 0 524 403 600 569 128 1252 1294 128 2446 1287 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.85 0.85 0.85 0.87 0.87 0.87 Uniform Delay (d), s/veh 72.8 0.0 68.5 79.3 66.8 65.6 86.8 1.7 1.7 84.8 1.0 1.0 Incr Delay (d2), s/veh 0.8 0.0 0.6 3.2 0.2 1.0 9.5 0.9 0.9 6.6 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.1 0.0 3.7 6.0 2.2 6.6 1.7 2.8 2.8 2.7 0.6 0.7 LnGrp Delay(d),s/veh 73.6 0.0 69.1 82.5 67.1 Ei6.6 96.3 2.6 2.6 91.4 1.2 1.3 LnGrp LOS E E F E E F A A F A A Approach Vol, veh/h 149 314 1125 762 Approach Delay, s/veh 71.1 72.6 5.3 7.4 Approach LOS E E A A Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR 1EW Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.2 135.9 33.9 12.7 133.4 33.9 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 13.0 90.0 58.0 13.0 90.0 58.0 Max Q Clear Time (g_c+I1), s 5.2 3.2 26.1 7.2 7.4 15.6 Green Ext Time (p_c), s 0.0 1.8 0.9 0.0 2.7 0.6 Intersection Summary HCM 2010 Ctrl Delay 19.1 HCM 2010 LOS B K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Exist 14: NW 12th Ave & NW 14th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations ft vi vi ft, r i+ Traffic Volume (vph) 135 157 340 446 174 736 167 89 798 Future Volume (vph) 135 157 340 446 174 736 167 89 798 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 31.0 56.0 31.0 56.0 22.0 71.0 31.0 22.0 71.0 Total Split (%) 17.2% 31.1% 17.2% 31.1% 12.2% 39.4% 17.2% 12.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Condit P.M. IV � 1 14.E 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RF IEW Cycle Length: 180 Actuated Cycle Length: 180 Offset: 16 (9%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St 2Z s 0 01 05 �71s lir oa (R) 3 04 31s 56 s } 1 06 (R) ir 'i 07 8 22s �71s 1 m31N 56s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary Exist 14: NW 12th Ave & NW 14th St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 0 PUBLIC Cond ittY"i' P.M. IV � 1 14.E Completion of staff renew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra publicfearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Lane Configurations ft 1'"+i ft, r vi 'IL Traffic Volume (veh/h) 135 157 185 340 446 163 174 736 167 89 798 92 Future Volume (veh/h) 135 157 185 340 446 163 174 736 167 89 798 92 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 148 173 203 374 490 '179 191 809 184 98 877 101 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 204 289 258 317 549 '199 382 1800 1016 337 2226 255 Arrive On Green 0.08 0.16 0.16 0.13 0.22 0.22 0.09 0.68 0.68 0.05 0.64 0.64 Sat Flow, veh/h 1774 1770 1583 1774 2545 924 1774 3539 1583 1774 4628 531 Grp Volume(v), veh/h 148 173 203 374 340 329 191 809 184 98 641 337 Grp Sat Flow(s),veh/h/In 1774 1770 1583 1774 1770 1700 1774 1770 1583 1774 1695 1769 Q Serve(g_s), s 12.4 16.3 22.2 24.0 33.5 33.9 10.0 19.1 5.8 5.1 16.4 16.5 Cycle Q Clear(g_c), s 12.4 16.3 22.2 24.0 33.5 33.9 10.0 19.1 5.8 5.1 16.4 16.5 Prop In Lane 1.00 1.00 1.00 0.54 1.00 1.00 1.00 0.30 Lane Grp Cap(c), veh/h 204 289 258 317 382 367 382 1800 1016 337 1631 851 V/C Ratio(X) 0.73 0.60 0.79 1.18 0.89 0.90 0.50 0.45 0.18 0.29 0.39 0.40 Avail Cap(c_a), veh/h 298 482 431 317 482 463 411 1800 1016 415 1631 851 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh 58.2 69.9 72.3 57.2 68.5 68.6 21.2 17.4 8.3 22.3 19.8 19.8 Incr Delay (d2), s/veh 1.8 1.5 3.9 109.2 14.8 16.3 0.4 0.8 0.4 0.2 0.7 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.1 8.1 10.0 13.6 18.0 17.6 4.9 9.5 2.6 2.5 7.8 8.3 LnGrp Delay(d),s/veh 60.1 71.4 76.3 166.3 83.3 85.0 21.6 18.2 8.7 22.5 20.5 21.1 LnGrp LOS EEE F F F CB A CCC Approach Vol, veh/h 524 1043 1184 1076 Approach Delay, s/veh 70.1 113.6 17.3 20.9 Approach LOS E F B C PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 19.1 93.6 21.5 45.8 14.1 98.6 31.0 36.4 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 15.0 64.0 24.0 49.0 15.0 64.0 24.0 49.0 Max Q Clear Time (g_c+I1), s 12.0 18.5 14.4 35.9 7.1 21.1 26.0 24.2 Green Ext Time (p_c), s 0.1 2.7 0.1 2.9 0.1 2.4 0.0 1.9 Intersection Summary HCM 2010 Ctrl Delay 51.8 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Appendix F Growth Rate Calculations Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 FOOT Historic Growth Trends Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] FDOT Growth Rate Summary E-, Up BUCN Q. ,µ Z Q NOTICE Station Number Location Historic Growth- Linear Historic Growth- Exponential wmplea000r.Earr renewimK Historic Growth- D r►t= per. appkationmeets „Z'""'«a�"HaM�r °nne° etfo t i theC ° n,rab :"'r.., „�,,,�,,,,,7,eg; firaldeosm. 10-year 1.39% R-squared 12.73% 10-year 1.13% R-squared 10.81 % 10-year 0.39% �oe W'�wePrfi on 1.1 ° 1146 SR 933/SW/NW 12 Ave - 200' N NW 21 St Average 1.39% 12.73% 1.13% 10.81% 0.39% % 011209 63 K:\FTL_TPTO\043157001- Miami Produce \Calcs\Growth\Growth Rate Summary_FDOT.xlsz Evaluating unlicensed DynamicPDF feature. Click here for dditill0 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2017 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 1146 SR 933/SW/NW 12 AV, 200' N NW 21 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2017 27000 C N 14000 S 13000 9.00 55.00 4.30 2016 26500 C N 13500 S 13000 9.00 54.50 4.70 2015 23500 C N 12000 S 11500 9.00 54.70 4.30 2014 19900 C N 10500 S 9400 9.00 54.50 4.50 2013 20500 C N 10500 S 10000 9.00 52.40 14.50 2012 21000 C N 10500 S 10500 9.00 55.70 7.20 2011 21500 C N 11000 S 10 00 9.00 55.10 4.20 2010 21500 C N 11000 S 500 8.98 54.08 4.20 2009 23500 C N 12500 S 11000 8.99 53.24 4.40 2008 24500 C N 12000 SA/ 12500 9.09 55.75 5.20 2007 25500 C N 13000 S 12500 8.01 54.34 2.80 2006 26500 C N 13500 S 13000 7.97 54.22 2.60 2005 19800 C N 10500 S 9300 _ 8.80 53.80 5.10 2004 22500 C N 12500 S 10000 9.00 53.30 5.10 2003 21000 C N 11500 S 9500 8.80 53.40 5.80 2002 23000 C N 12000 S 11000 ' 9.80 52.30 4.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES NOTICE Compminimuletion of staff review Inckares perms application tion meets requirements under Miami 21 a nd/or the Ciry of Miami Code, ody Thl s permit application will reed to be scmedu ed for a public fearing In accordance .m timelines set forth in me city of Miami Cade. The applicabledecision-malting bodywreWev me permit application atme public hearingand reeler elmsa reco mendabon or a Pool dedsdn. / PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Average Daily Traffic (Vehicles/Day) 35000 30000 25000 20000 15000 10000 5000 0 Traffic Trends SR 933/SW/NW 12 AV -- 200' N NW 21 ST riObserved Count Fitted Curve - —I moo III I I I I I I I I I III 2008 2013 2018 2023 2028 Year Trend R-squared: 12.73% Trend Annual Historic Growth Rate: 1.39% Printed: 27-Jun-18 Straight Line roviifh/Optien 2033 Traffic (ADT/AADT) Year Count* Trend 2008 24500 21600 2009 23500 21900 2010 21500 22200 2011 21500 22500 2012 21000 22800 2013 20500 23100 2014 19900 23400 2015 23500 23700 2016 26500 24000 2017 27000 24300 *Axle -Adjusted NOTICE Complltion of staff review irakates perm t application meets requirements under Miami 21 a nd/or the Ciry of Miami Code,ody Thls permit application willneedto be hedued fora public hearing ring in accordance with timelier set forth in Me city of Miami Code. The applicable decision -malting bodyw.l reWev the permit application atme public hearing and reeler eMlea reco mendabon or a final detlsm. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Average Daily Traffic (Vehicles/Day) 35000 30000 — 25000 20000 - 15000 10000 5000 0 Traffic Trends SR 933/SW/NW 12 AV -- 200' N NW 21 ST riObserved Count Fitted Curve ioso III I I I I I I I I I III 2008 2013 2018 2023 2028 Year Trend R-squared: 10.81% Compounded Annual Historic Growth Rate: 1.13% Printed: 27-Jun-18 Exponential Growth Option 2033 Traffic (ADT/AADT) Year Count* Trend 2008 24500 21700 2009 23500 21900 2010 21500 22200 2011 21500 22400 2012 21000 22700 2013 20500 23000 2014 19900 23200 2015 23500 23500 2016 26500 23800 2017 27000 24000 *Axle -Adjusted NOTICE Complltion of staff review irakates perm t application meets requirements under Miami 21 a nd/or the Ciry of Miami Code,ody Thls permit application willneedto be hedued fora public hearing ring in accordance with timelier set forth in Me city of Miami Code. The applicable decision -malting bodyw.l reWev the permit application atme public hearing and reeler eMlea reco mendabon or a final detlsm. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 30000 25000 n" 15000 L 10000 rn d Q 20000 5000 Traffic Trends SR 933/SW/NW 12 AV -- 200' N NW 21 ST riObserved Count -Fitted Curve 0 2008 2013 2018 County: Station #: Highway: Miami (87) 1146 SR 933/SW/NW 12 AV I I I I I I I I I I I I 2023 2028 Year 2033 Trend R-squared: 1.13 Compounded Annual Historic Growth Rate: 0.39% Printed: 27-Jun-18 Decaying E pon nt/ial Growth Option Year 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 Traffic (ADT/AADT) Count* 24500 23500 21500 21500 21000 20500 19900 23500 26500 27000 Trend** 22400 22600 22800 22900 23000 23000 23100 23100 23200 23200 *Axle -Adjusted NOTICE Complltion of staff review irakates perm t application meets requirements under Miami 21 a nd/or the Ciry of Miami Code,ody Thls permit application willneedto be hedued fora public hearing ring in accordance with timelier set forth in Me city of Miami Code. The applicable decision -malting bodyw.l reWev the permit application atme public hearing and reeler eMlea reco mendabon or a final detlsm. PZ-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 SERPM Analysis Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] SERPM Growth Rate Summary Q n Annua o:'.�'Ana"; Street Name 2010 2040 Difference \ Cale TN R. r NW 12th Ave 22,096 30,236 8,140 1.2 `>, p; 22,096 30,236 8,140 1.23% 'cAs 22,360 30,727 8,367 1.25% 22,146 30,066 7,920 1.19% 33,267 38,380 5,113 0.51% 50,068 50,322 254 0.02% 53,972 53,340 -632 -0.04% NW 20th Street 28,309 33,873 5,564 0.66% 24,052 29,850 5,798 0.80% 24,052 29,926 5,874 0.81% 21,156 26,682 5,526 0.87% 21,484 26,914 5,430 0.84% 12,320 22,054 9,734 2.63% 12,033 22,157 10,124 2.80% 15,209 26,964 11,755 2.58% NW 10th Ave 4,518 8,226 3,708 2.74% 8,371 14,331 5,960 2.37% NW 14th Ave 8,204 11,048 2,844 1.16% 12,095 17,853 5,758 1.59% NW 17th Ave 8,231 10,746 2,515 1.02% 8,269 12,198 3,929 1.58% NW 29th St 14,622 19,889 5,267 1.20% 15,028 20,427 5,399 1.20% Total 463,958 596,445 132,487 0.95% OTICE review indcates perm application nets min under Miami 21 a ndlor the Ciry of Miami application will r need to be sd,,d ed fora braance with timelines sec forth in the ciry of appkable decision -making botly wtl re*e.v 'Ion atthe pibk hearing and render elt of rrreritlafiono, a finaldeaskn. 1 -18-263 01/22/19 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Growth\Growth Rate Summary_FDOT.xlsx evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]Miami Produce 2010 Volumes SERPM 7.071 13414 28607 PJ� 13331 28309 9222 — 24052 �24052 15368 12320 0 51928 co w 0 13932 h Street 12033 14649 2165 o0 N 0 21156 10233 14622 21484 22462 26281 00 15604 15239 15209 14758 00 NW 20th Street NOTICE armena undeew r Miami land/permtortieC a meets Como , ikerM2laM/wesdid d Miami Code, • :agmirapplicationcmegnearoee II ukEf of public he 9'inattorbarrevnMemeline set forth w iryoi the .. .meaatme decpublic hearing �,.._'ex the LLapplicationrecat, fora fnaldeo rawrrtiwMaoon wafirul betlsm O Z-18-263 01/22/19 r 10355 21425 211918 10380 5580, 7412 �y . n5 14876 r O O 3303 8500 3581 4374 o'S N 1� 31669 i23870 f 143a�1 s 1918�� (Licensed to Kimley Horn and Associates Inc) CF2040 Volumes SERPM7.071 29052 1920 162863 1-95 172398 29052 N t0 l0 m N Cr M O O' N rl N 2995 677 r� 1 O N O 7238 8943 8943 N M N r. 01 1607 0 Ln 162863 55 172398 90ZT 6tiI09 G rrSr, M r, 133 rNJ 09 ' 1.0 29312 US 441 29192 ' 29281 j 27890 `°' 0 M m N 4-, 2�yv 1011 CU rn VD 0) r. N L 343 ci s 8715 NW 10th Avenue M N M a▪ ) N rn al v -4 all- 2777 N + �' 265 Z80T o o N 01 t0 0' Tr o rn '0 ri N 111 N 28406 30236 30236 30727 0 Tr 0 • N 0 Q1 1"-1 8226 N Z14331 155 ti 14331 11925 W o cn 7964 13566 10926 2848 997 1 CO N 0 N N O N 338 \1579 13918 14975 11624 878 ✓ l 7 NW 12th Avenue 11307 30066 38380 50322 -4 CT 724 N N CO 01 VD N N 11048 NW 14th Avenue Lo M _� t0 N N N 01 co M 622 IS 17853 / 82 t 1n i a1 0 n Tr cr, M N co 13431 n N M r-i ri £8ti£ 44494 44946 NW 17th Avenue N O 01 ri 48419 10746 12198 6282 01 rn ra 0 01 10 Tr In m 43276 O O 3812 J IM 1- 0 0 T 47104 8LOOS 12556 8 30 (Licensed to Kimley Horn and Associates Inc) Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Appendix G Trip Generation Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] NOTICE Complltion of staff review irakates perm t application meets requirements under Miami 21 a nd/or the Ciry of Miami Code,ody Thls permit application will need tobe scmedued fora public hearing in accordance vn m timelier set form in the Ciry of Miami Cade. The applicable decision -malting bodywreWev me permit application atme public hearing and radar elmsa reco mendabon or a Pool detlsm. / PZ-18-263 01/22/19 EXISTING WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE 4.011.0PI— PROJECT TRIPS Lend Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 Warehousing 10 150 151.147 ksf 77% 23% 33 10 43 10.0 % 4 31 8 39 0.0 % 0 31 8 39 0.0 % 0 31 8 39 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 33 10 43 10.0% 4 31 8 39 0.0% 0 31 8 39 0.0% 0 31 8 39 150 Y=0.12*(X)+25.32 16% VOF Reduction 5 1 6 Existing Vehicle Trips 26 7 33 Existing Vehicle Trips + Transit Trips 28 9 37 Existing Person -Trips (1.4 persons per vehicle) 39 13 52 PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL Cyl1PTURE VOLUMES PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out - Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing(High-Rise)10 222 1200 du 24% 76% 84 265 349 23.6% 82 64 203 267 2.6% 7 63 197 260 0.0% 0 63 197 260 2 Hotel 10 310 227 room 59% 41% 64 44 108 23.6% 25 49 34 83 14.5% 12 49 22 71 0.0% 0 49 22 71 3 Junior/community College 10 540 500 stu 81% 19% 149 35 184 23.6% 43 114 27 141 11.6% 16 104 21 125 0.0% 0 104 21 125 4 Shopping Center 10 820 74.8 ksf 62% 38% 117 72 189 23.6% 45 89 55 144 22.9% 33 68 43 111 0.0% 0 68 43 111 5 General Office Building 10 710 230.886 ksf 86% 14% 210 34 244 23.6% 58 160 26 186 11.6% 22 147 17 164 0.0% 0 147 17 164 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 624 450 1,074 23.6% 253 476 345 821 11.0 / 90 431 300 731 0.0% 0 431 300 731 222 310 540 820 710 Y=0.28*(X)+12.86 Y=0.5*(X)+-5.34 LN(Y) = 0.63*LN(X)+1.3 Y=0.5*(X)+151.78 Y=0.94'(X)+26.49 _ 16% VOF Reduction 69 48 117 Proposed Vehicle Trips 362 252 614 - Proposed Vehicle Trips + Transit Trips 510 357 867 Proposed Person -Trips (1.4 persons per vehicle) 714 500 1,214 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) PROJECT NET NEW TRIPS In Out Total 482 348 830 675 487 1,162 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Trip Gen\TRIP GEN 10_AM.xlsx: PRINT -PEAK HOUR 7/5/2018,1:42 PM Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] NOTICE Complltion of staff review irakates perm t application meets requirements under Miami 21 a nd/or the Ciry of Miami Code,ody Thls permit application will need tobe scmedued fora public hearing in accordance vn m timelier set form in the Ciry of Miami Cade. The applicable decision -malting body wtl reWev the permit application att. public hearing and reelerelmsa recommendation or a Pool deddm. / PZ-18-263 01/22/19 EXISTING WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION If VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE 4.111datir1 PROJECT TRIPS - Land Use ITE Edition ITE Code Scale ITE Unite Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 Warehousing 10 150 151.147 ksf 27% 73% 12 34 46 10.0% 5 11 30 41 0.0% 0 11 30 41 0.0% 0 11 30 41 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 12 34 46 10.0 % 5 11 30 41 0.0% 0 11 30 41 0.0% 0 11 30 41 150 Y=0.12*(X)+27.82 16% VOF Reduction 2 5 7 Existing Vehicle Trips 9 25 34 Existing Vehicle Trips + Transit Trips 10 29 39 Existing Person -Trips (1.4 persons per vehicle) 14 41 55 PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION .ITE TRIP GENERATION CHARACTERISTICS , DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES INTERNAL PTURE I VOLUMES PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale RE Units Percent In Out Total Percent MR Trips In Out Total Percent . IC Trips In Out Total Percent PB Trips In Out - Total In Out G R O U P 2 1 Multifamily Housing(High-Rise)10 222 1200 du 61% 39% 254 163 417 23.6% 99 194 124 318 23.0% 74 145 99 244 0.0% 0 145 99 244 2 Hotel 10 310 227 room 51% 49% 73 71 144 23.6% 34 56 54 110 14.4% 16 43 51 94 0.0% 0 43 51 94 3 junior/community College 10 540 500 stu 56% 44% 86 68 154 23.6% 36 66 52 118 8.0% 9 61 48 109 0.0% 0 61 48 109 4 Shopping Center 10 820 74.8 ksf 48% 52% 210 228 438 23.6% 104 160 174 334 26.6% 89 128 117 245 34.0% 83 84 78 162 5 General Office Building 10 710 230.886 ksf 16% 84% 40 212 252 23.6% 59 31 162 193 8.0% 16 28 149 177 0.0% 0 28 149 177 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 663 742 1,405 23.6% 332 507 566 1,073 19.0 / 204 405 464 869 9.6% 83 361 425 786 222 310 540 820 710 Y=0.34*(X)+8 56 Y=0.75*(X)+-26.02 LN(Y) = 0.68*LN(X)+0.81 LN(Y) = 0.74*LN(X)+2.89 LN(Y) = 0.95*LN(X)+0.36 16% VOF Reduction 59 67 126 Proposed Vehicle Trips 302 358 660 Proposed Vehicle Trips + Transit Trips 458 534 992 Proposed Person -Trips (1.4 persons per vehicle) 641 748 1,389 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) PROJECT NET NEW TRIPS In Out Total 448 505 953 627 707 1,334 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Trip Gen\TRIP GEN 10_PM.xlsx: PRINT -PEAK HOUR 7/5/2018,1:42 PM Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] oK pUBLIC O Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation En Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour NOTICE Completion of stall review indicates per. appncanon meets tnnnum requirements under Miami 21 and/or the City of Miami Code,orgy. This permit application vnll need to be scheduled bra publicfeadng In accordance Wth timelines set forth In the City of Miami Code. The applicable pecisbn-malting body MI renew the permit appncanon at ae public hearing and render either a recommendation or a final decision. - rsPZ-18-263 01/22/19 RF 1EW SUMMARY (PROPOSED) GROSS TRIP GENERATION Land A.M. Peak Hour P.M. Peak Hour Use Enter Exit Enter Exit Office 274 53 97 214 p Retail 89 55 160 174 zRestaurant — Cinema/Entertainment Residential 64 203 194 124 Hotel 49 34 56 54 476 345 507 566 INTERNAL TRIPS OUTPUT Land A.M. Peak Hour P.M. Peak Hour Use Enter Exit Enter Exit Office 23 15 8 17 Retail 21 12 32 57 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 1 6 49 25 Hotel 0 12 13 3 45 45 102 102 OUTPUT Total % Reduction 11.0% 19.0% Office 11.6% 8.0% Retail 22.9% 26.6% Restaurant Cinema/Entertainment Residential 2.6% 23.3% Hotel 14.5% 14.5% EXTERNAL TRIPS OUTPUT Land A.M. Peak Hour P.M. Peak Hour Use Enter Exit Enter Exit Office 251 38 89 197 Retail 68 43 128 117 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 63 197 145 99 Hotel 49 22 43 51 431 300 405 464 v� Q r Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Appendix H Cardinal Trip Distrioution Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Miami -Dade 2010 Directional Distribution Summary Q / , ._""` Origin TAZ Cardinal Directions ,tom°"I�Karecem'la°°�. requiremerK C urkercnM Kanto be ci pgiwtbnwillre eH�wYx easy '= 18 263 County Regional TAZ`1,Z NNE ENE ESE SSE SSW WSW WNW ti "'�°°'°fa`��a`�wwT�ad�tIap Miami cone rnea��elearli4Jltpp 7P'recc:=2.nePt=TAZ 8 01/22/1W1, 493 3393 TRIPS 1,376 772 455 1,048 1,082 1,257 493 3393 PERCENT 17.8 10 0 5 9 13 6 14 0 16 3 RFV►EW CQ 3394 TRIPS 365 208 207 432 487 284 410 2,578 494 3394 PERCENT 14.2 8.1 8.0 16.8 18.9 11.0 15.9 495 3395 TRIPS 96 29 152 198 194 144 179 1,026 495 3395 PERCENT 9.4 3 3 14 8 19 3 18 9 14 0 17 5 496 3396 TRIPS 200 48 79 114 278 228 130 163 1,240 496 3396 PERCENT 16.1 3.9 6.4 9.2 22.4 18.4 10.5 13.2 497 3397 TRIPS 45 60 50 103 103 76 43 41 521 497 3397 PERCENT 8.6 115 96 198 198 146 83 79 498 3398 TRIPS 428 106 125 134 270 357 239 317 1,976 498 3398 PERCENT 21.7 5.4 6.3 6.8 13.7 18.1 12.1 16.0 499 3399 TRIPS 420 172 128 269 329 496 366 390 2,570 499 3399 PERCENT 16.3 6 7 5 0 10 5 12 8 19 3 14 2 15 2 500 3400 TRIPS 441 179 164 128 340 504 278 415 2,449 500 3400 PERCENT 18.0 7.3 6.7 5.2 13.9 20.6 11.4 17.0 501 3401 TRIPS 280 83 206 101 150 347 302 300 1,769 501 3401 PERCENT 15.8 4 7 11 6 5 7 8 5 19 6 17 1 17 0 502 3402 TRIPS 180 58 100 73 147 226 178 161 1,123 502 3402 PERCENT 16.0 5.2 8.9 6.5 13.1 20.1 15.9 14.3 503 3403 TRIPS 246 78 86 122 93 318 312 253 1,508 503 3403 PERCENT 16.3 5 2 5 7 8 1 6 2 21 1 20 7 16 8 504 3404 TRIPS 44 38 16 35 91 101 87 40 452 504 3404 PERCENT 9.7 8.4 3.5 7.7 20.1 22.4 19.3 8.9 505 3405 TRIPS 361 106 127 255 416 473 386 348 2,472 505 3405 PERCENT 14.6 4 3 5 1 10 3 16 8 19 1 15 6 14 1 506 3406 TRIPS 394 103 165 249 431 463 430 351 2,586 506 3406 PERCENT 15.2 4.0 6.4 9.6 16,7 17.9 16.6 13.6 507 3407 TRIPS 437 57 172 259 274 464 233 370 2,266 507 3407 PERCENT 19.3 7 6 11 4 12 1 20 5 10 3 16 3 508 3408 TRIPS 3 10 11 57 47 45 19 192 508 3408 PERCENT 1.6 0.0 5.2 5.7 29.7 24.5 23.4 9.9 509 3409 TRIPS 104 65 41 97 110 117 99 114 747 509 3409 PERCENT 13.9 8 7 5 5 13 0 14 7 15 7 13 3 15 3 510 3410 TRIPS 752 372 410 466 873 855 618 607 4,953 510 3410 PERCENT 15.2 7.5 8.3 9.4 17.6 17.3 12.5 12.3 511 3411 TRIPS 365 80 132 394 424 453 314 428 2,590 511 3411 PERCENT 14.1 3 1 5 1 15 2 16 4 17 5 12 1 16 5 512 3412 TRIPS 126 38 56 78 260 269 210 176 1,213 512 3412 PERCENT 10.4 3.1 4.6 6.4 21.4 22.2 17.3 14.5 513 3413 TRIPS 1,173 226 495 668 805 1,510 855 995 6,727 oa9UBLC ii 0 I- of Miami lied for a heciryof ri review eithef 281 MOBILITY OPTIONS Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Miami -Dade 2040 Directional Distribu Q f n S ,11:a Origin TAZ Cardinal Directions ,tom°"I�Karecem'la°°�. requiremerK C p cacnM Kanto be ci pgiwtbnwillre eH�wYx '°°°' e°ey 18 263 County Regional TAZ`1,Z NNE ENE ESE SSE SSW WSW WNW ti "'�°°°fa`��a`�wwT�ad�tIap Miami cone rnea��elearli4Jltpp 7P'recc=1.nePt=TAZ .201/22/991 493 3393 TRIPS 1,498 1,182 779 1,287 1,303 1,423 493 3393 PERCENT 15.8 12 5 8 2 13 6 13 8 15 0 ' VIEW C Q 3394 TRIPS 509 269 292 456 527 527 426 429 3,435 494 3394 PERCENT 14.8 7.8 8.5 13.3 15.3 15.3 12.4 12.5 495 3395 TRIPS 201 102 117 195 202 219 162 141 1,339 495 3395 PERCENT 15.0 7 6 8 7 14 6 15 1 16 4 12 1 10 5 496 3396 TRIPS 220 138 125 163 294 301 133 161 1,535 496 3396 PERCENT 14.3 9.0 8.1 10.6 19.2 19.6 8.7 10.5 497 3397 TRIPS 94 176 112 190 95 111 61 29 868 497 3397 PERCENT 10.8 20 3 12 9 21 9 10 9 12 8 7 0 3 3 498 3398 TRIPS 307 160 202 153 370 307 298 317 2,114 498 3398 PERCENT 14.5 7.6 9.6 7.2 17.5 14.5 14.1 15.0 499 3399 TRIPS 406 188 265 328 317 475 388 394 2,761 499 3399 PERCENT 1'- 6 8 9 6 1.1 9 11 5 17 2 14 1 14 3 500 3400 TRIPS 977 667 763 668 956 1,184 1,200 1,140 7,555 500 3400 PERCENT 12.9 8.8 10.1 8.8 12.7 15.7 15.9 15.1 501 3401 TRIPS 600 282 263 347 352 686 688 682 3,900 501 3401 PERCENT 15.4 7 2 6 7 8 9 9 0 17 6 17 6 17 5 502 3402 TRIPS 250 131 142 233 176 417 298 333 1,980 502 3402 PERCENT 12.6 6.6 7.2 11.8 8.9 21.1 15.1 16.8 503 3403 TRIPS 492 139 74 132 174 406 303 370 2,090 503 3403 PERCENT 23.5 6 7 3 5 6 3 8 3 19 4 14 5 17 7 504 3404 TRIPS 54 41 42 48 104 80 55 499 504 3404 PERCENT 10.8 8.2 8.4 9.6 15.0 20.8 16.0 11.0 505 3405 TRIPS 385 265 287 400 443 586 457 409 3,232 505 3405 PERCENT 11.9 8 2 8 9 12 4 13 7 18 1 14 1 12 7 506 3406 TRIPS 862 237 361 637 687 1,005 790 688 5,267 506 3406 PERCENT 16.4 4.5 6.9 12.1 13,0 19.1 15.0 13.1 507 3407 TRIPS 433 188 274 361 345 492 400 400 2,893 507 3407 PERCENT 15.0 6 5 9 5 12 5 11 9 17 0 13 8 13 8 508 3408 TRIPS 255 121 150 359 377 300 235 247 2,044 508 3408 PERCENT 12.5 5.9 7.3 17.6 18.4 14.7 11.5 12.1 509 3409 TRIPS 117 77 90 84 161 148 105 132 914 509 3409 PERCENT 12.8 8 4 9 9 9 2 17 6 16 2 11 5 14 4 510 3410 TRIPS 915 475 546 772 962 1,081 830 827 6,408 510 3410 PERCENT 14.3 7.4 8.5 12.1 15.0 16.9 13.0 12.9 511 3411 TRIPS 484 170 238 562 547 690 451 467 3,609 511 3411 PERCENT 13.4 4 7 6 6 15 6 15 2 19 1 12 5 12 9 512 3412 TRIPS 417 163 238 430 428 548 467 376 3,067 512 3412 PERCENT 13.6 5.3 7.8 14.0 14.0 17.9 15.2 12.3 513 3413 TRIPS 2,077 449 947 1,982 2,168 3,211 2,213 2,289 15,336 of Miami lied for a heciryof ri review eithef 1041 MOBILITY OPTIONS Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 0apUBUC Cardinal Distribution for TAZ 494 14.5% 15% 11.6% 12% 14.4% 14% a Q Year 2 Applied Perce 7.4% 7% 1 17.5% 18% 16.2% 16% 10.1% 10% Cardinal Trip Distribution 8.3% 8% Cardinal Direction Percentage of Trips 2022 Interpolated 2022 Rounded 2010 2040 North -Northeast I 14.2% 14.8% 14.4% 14% East -Northeast 7.2% 7.8% 7.4% 7% East -Southeast 8.1% 8.5% 8.3% 8% South -Southeast 8.0% 13.3% 10.1% 10% South -Southwest 16.8% 15.3% 16.2% 16% West -Southwest 18.9% 15.3% 17.5% 18% West -Northwest 11.0% 12.4% 11.6% 12% North -Northwest 15.9% 12.5% 14.5% 15% Total 100% 100% 100% 100% NOTICE Completion of staff renew Inckates permit application meets rninimum requirements untie Miami atandlor Ciyof Miami Coae,onrT is permit application will need to be e schedded Ma public nearing In accordance Mil timelines set forth in the Ciyof Miami Code. The applicable decision -making hoy rewMa the permit application at the pub& heaIe and render eltha da recommendation or a final eCsm. s PZ-18-263 01/22/19 Rf /EW r 0:\JMcW\Miami Produce\Calcs\Distribution\Cardinal Distrbution.xls Evaluating unlicensed DynamicPDF feature. Click here for details. [3-111 NOTICE Completion of staff renew Inc kates perm application meets minimum requirements untie Miami atandlor Ciyof Miami Coae,onrT is permit application will need to be e schedded Ma public tearing in accordance Mil timelines set forth in the Ciy of Miami Code. The applicable decision -making hoy rewMa the permit application M the pubk bearing and render elthaa recommendation or a final deCsm. PZ-18-263 01/22/19 Appendix Volume Development Worksheets Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 28th Street and SR 933/NW 12th Avenue COUNT DATE: June 5, 2018 AM PEAK HOUR FACTOR: 0.91 PM PEAK HOUR FACTOR: 0.95 NOTICE Completion of staff renew IMcates perm application meets minimum requirements under Miami 21 and/or the Ciry of Miami Code,ody Trtispemit application will need to besd,edued fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The applicable decision -Making lxdywilrewMa the permit application M the public hearing and render ebhsa recommendation or a final deCson. PZ-18-263 01/22/19 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 65 121 69 80 46 45 611 19 48 1,073 61 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 67 I 125 I 71 I I 8 I 82 I 47 I I 46 I 629 I 20 I I 49 I 1,105 I 63 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 58 102 52 7 149 93 96 1,195 22 45 573 69 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 60 I 105 I 54 7 I 153 I 96 I I 99 11,231 I 23 I 46 I 590 I 71 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 0 Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 1.4% 7 1.4% 7 7 1.4% 13 7 1.4% 7 7 1.4% 7 1.4% 7 1.4% 8 7 1.4% 5 7 1.4% 7 1.4% 5 7 1.4% 64 7 1.4% 7 1.4% 7 1.4% 5 7 1.4% 113 7 1.4% 6 AM NON -PROJECT TRAFFIC 74 I 138 I 78 I 9 90 I 52f 51 693 22 54 1,218 69 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 0 0 Years To Buildout 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% PM BACKGROUND TRAFFIC GROWTH 11 6 16 10 10 126 2 5 60 7 PM NON -PROJECT TRAFFIC "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution 66 116 1 60 8 169 106 109 1,357 25 51 650 78 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering Exiting Net New Distribution Entering 33.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 33.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 81 111 AM TOTAL PROJECT TRAFFIC 81 111 AM TOTAL TRAFFIC 74 138 78 I 9 1 90 52 51 774 22 1 54 1,329 69 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By -2 Net New 110 97 PM TOTAL PROJECT TRAFFIC 108 97 PM TOTAL TRAFFIC 66 116 60 169 106 109 1,465 25 51 747 78 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and NW 13th Avenue COUNT DATE: June 5, 2018 AM PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.90 NOTICE Completion of staff renew IMkates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,ody Trtispemit application will need to besd,edukd fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The apply ble decision -Making hoy rewMa the permit application M the pubk hearing are re da elthe recommendation or a final deCson. PZ-18-263 01/22/19 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 15 47 39 49 61 19 50 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 15 I 48 I 40 I I I I I I 50 I 63 I I 20 I 52 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 5 40 7 48 37 16 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 5 41 I 7 I 49 38 I I 16 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED" TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 0 0 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4 2 5 4 5 6 2 5 17 1 53 1 44 55 69 22 57 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.-0 % 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4 4 5 4 0 2 PM NON -PROJECT TRAFFIC 6 45 1 8 54 42 1 18 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering 60.0% Exiting 40.0 % Net New Distribution Entering 12.0% 43.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 12.0% 23.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 26 16 Net New 40 145 29 56 AM TOTAL PROJECT TRAFFIC 40 171 29 0 72 AM TOTAL TRAFFIC 17 53 84 171 29 55 141 22 57 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 26 15 35 126 40 77 35 152 40 92 PM TOTAL TRAFFIC 6 45 43 152 40 54 134 1 18 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and SR 933/NW 12th Avenue COUNT DATE: June 5, 2018 AM PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.90 "AM EXISTING TRAFFIC" NOTICE Completion of staff renew iracates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,orly Trtispemit application will need to besd,edded fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The applicable decision -Making hotly. rewMa the permit application M the public hearing are retie ebhea recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 64 30 35 21 31 592 7 89 968 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 66 I 31 I 36 I I 22 I I 32 I I I 610 I 7 I I 92 I 997 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 39 7 15 16 81 1,189 10 23 539 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 40 7 15 I 16 83 I I I 1,225 I 10 I 24 555 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED'' TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 0 0 7 1.4% 7 1.4% 7 7 1.4% 3 7 1.4% 4 7 1.4% 7 1.4% 2 7 1.4% 7 1.4% 3 7 1.4% 7 1.4% 7 1.4% 62 7 1.4% 7 1.4% 7 1.4% 9 7 1.4% 102 7 1.4% 73 I 34 I 40 I 24 I 35J I 672 8 101 1,099 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4 % 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 4 2 2 8 125 2 57 PM NON -PROJECT TRAFFIC 44 8 1 17 18 91 1,350 11 26 612 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 30.0% -30.0% -30.0% 30.0% Exiting 30.0% 10.0% Net New Distribution Entering 10.0% 33.0% Exiting 23.0% 10.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 12 4 13 -13 -13 13 Net New 56 34 25 111 AM TOTAL PROJECT TRAFFIC 68 4 47 12 0 -13 124 AM TOTAL TRAFFIC 141 34 44 24 35 47 684 8 101 1,086 124 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4 13 -13 -13 13 77 29 33 97 88 4 42 20 -13 110 PM TOTAL TRAFFIC 132 8 21 18 91 42 1,370 11 26 599 110 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 21st Terrace and NW 13th Avenue COUNT DATE: June 5, 2018 AM PEAK HOUR FACTOR: 0.84 PM PEAK HOUR FACTOR: 0.84 "AM EXISTING TRAFFIC" NOTICE Completion of staff renew iracates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,orlY Trtispemit application will need to besd,edukd fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The apply ble decision -Making hoy rewMa the permit application M the pubk hearing and render althea recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 30 14 13 98 64 37 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 131 I I 14 I I I I I I 13 I 101 I I I I 66 I 38 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 2 6 6 78 18 4 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 2 16 I I L- I I I 6 80 I I I 19 4 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED'' TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 0 0 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 3 10 7 4 34 15 I 14 111 73 42 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.-0 % 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 8 2 0 PM NON -PROJECT TRAFFIC 2 7 7 88 21 4 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 10.0% Exiting 10.0% 10.0% Net New Distribution Entering 9.0% 11.0% 25.0% Exiting 15.0% 10.0% 21.0% 9.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 4 4 4 Net New 30 74 25 136 22 AM TOTAL PROJECT TRAFFIC 30 74 29 4 140 22 AM TOTAL TRAFFIC 64 15 14 185 29 4 213 64 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4 4 4 26 83 33 143 30 26 83 37 4 147 30 PM TOTAL TRAFFIC 28 7 7 171 37 4 168 34 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 21st Terrace and SR 933/NW 12th Avenue June 5, 2018 0.97 0.93 NOTICE Completion of staff renew IMcates perm application meets minimum requirements under Miami 21 and/or the Ciry of Miami Code,ody Trtispemit application will r d to be schedded fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The applicable decision -Making lady. rewMa the permit application M the public hearing and render ebhsa recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 36 10 595 21 977 44 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 37 I I I I 10 I I I 613 I 22 I I 1,006 I 45 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 4 25 1,133 10 590 3 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 1 1 14 1 126 I 1 11,167 110 I 608 I 3 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED" TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 0 0 7 1.4% 7 1.4% 7 1.4% 7 1.4% 4 7 1.4% 7 1.4% 7 1.4% 7 1.4% 1 7 1.4% 7 1.4% 7 1.4% 63 7 1.4% 2 7 1.4% 7 1.4% 7 1.4% 103 7 1.4 5 41 11 676 24 1,109 50 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 3 119 62 0 PM NON -PROJECT TRAFFIC 4 29 1,286 11 670 3 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering Exiting 20.0% 10.0% Net New Distribution Entering 10.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 10.0% 10.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 8 4 Net New 25 59 AM TOTAL PROJECT TRAFFIC 33 59 4 AM TOTAL TRAFFIC 74 I L 11 735 24 1,113 50 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 6 -9 33 62 41 62 -9 PM TOTAL TRAFFIC 45 29 1,348 11 661 3 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 21st Street and NW 13th Avenue COUNT DATE: June 5, 2018 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.90 "AM EXISTING TRAFFIC" NOTICE Completion of staff renew IMkates perm application meets minimum requirements under Miami 21 and/or the Ciry of Miami Code,orlY Trtispemit application will need to besd,edukd fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The applicable decision -Making boywilrewMa the permit application M the pubk hearing are re da elthe recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 21 25 37 17 21 70 20 11 56 14 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 22 I 26 I 38 I 19 I 9 I 18 I I 22 I 72 I 21 I -I 11 I 58 I 14 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 4 11 22 9 6 8 15 67 19 5 22 3 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 4 11 23 15 69 20 5 23 3 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- TOTAL "VESTED'' TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 0 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 2 3 4 2 2 7 2 6 AM NON -PROJECT TRAFFIC 24 29 42 10 10 20 I 24 79 23 12 64 15 "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% .4% 1.4% 2 .4% 1.4% 1.4% .4% .4% 1.4% 2 1.4% 7 1.4% 2 1.4% 1.4% 1.4% 1.4% 0 PM NON -PROJECT TRAFFIC 4 12 1 25 10 7 9 17 76 22 6 25 3 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering 40.0% Exiting 40.0% Net New Distribution Entering 36.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 10.0% 36.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 18 16 Net New 121 24 88 AM TOTAL PROJECT TRAFFIC 139 24 104 0 AM TOTAL TRAFFIC 24 29 42 I 10 1 10 20 24 218 23 36 168 15 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 18 16 105 33 120 123 33 136 PM TOTAL TRAFFIC 4 12 25 10 7 17 199 22 39 161 3 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45'M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 21st Street and SR 933/NW 12th Avenue COUNT DATE: June 5, 2018 AM PEAK HOUR FACTOR: 0.91 PM PEAK HOUR FACTOR: 0.95 NOTICE Completion of staff renew IMkates perm application meets minimum requirements under Miami 21 and/or the Ciry of Miami Code,ody Trtispemit application will need to besd,edukd fora public fearing In accordance de timelines set forth in to Ciyof Miami Code. The applicable decision -Making boywilrewMa the permit application M the pubk hearing are re da elthe recommendation or a final dedsion. PZ-18-263 01/22/19 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 20 606 977 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 1 1 121 1 1 1 1 1 I I 624 I I I I 1,006 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 22 1,133 606 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 23 1 L- 1 1 1 11,167 I I I I 624 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED" TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 2 64 103 23 688 1,109 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 2 119 64 PM NON -PROJECT TRAFFIC 25 1,286 688 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering Exiting Net New Distribution Entering 10.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 10.0% 10.0% 10.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 25 59 25 AM TOTAL PROJECT TRAFFIC 25 59 25 AM TOTAL TRAFFIC 48 747 1,134 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 3 33 62 33 33 62 36 PM TOTAL TRAFFIC 58 1,348 724 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 20th Street and NW 17th Avenue June 5, 2018 0.94 0.97 NOTICE Completion of staff renew IMkates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,ody Trtispemit application will r d to be scheduled fora public fearing In accordance de timelines set forth in to Ciyof Miami Code. The applicable decision -Making hoy rewMa the permit application M the public hearing are re da elthe recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 82 910 83 72 553 58 85 279 118 139 305 60 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 84 I 937 I 85 I I 74 I 570 I 60 I 88 I 287 I 122 I I 143 I 314 I 62 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 120 537 85 119 992 89 101 370 86 89 288 82 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 124 I 553 I 88 I I 1232 I 92 I I 104 I 381 I 89 92 I 297 I 84 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED" TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 7 1.4% 7 1.4% 9 7 1.4% 96 7 1.4% 9 7 1.4% 7 1.4% 7 1.4% 58 7 1.4% 6 7 1.4% 7 1.4% I 9 7 1.4% 29 7 1.4% 12 7 1.4% 7 1.4% 15 7 1.4% 32 7 1.4% 6 93 11,033 I 94 I 82 I 628 I 66 I 97 316 134 158 346 68 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 13 .4% 57 1.4% 9 .4% 1.4% 13 1.4% 104 .4% 9 .4% 1.4% 1.4% 39 1.4% 9 1.4% 1.4% 9 1.4% 30 1.4% 9 PM NON -PROJECT TRAFFIC 137 610 1 97 136 1,126 101 115 420 98 101 327 93 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering Exiting Net New Distribution Entering 18.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 18.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 60 44 AM TOTAL PROJECT TRAFFIC 60 44 0 AM TOTAL TRAFFIC 93 1,093 94 82 672 66 97 316 134 158 346 68 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR -1 52 60 52 59 PM TOTAL TRAFFIC 137 662 97 136 1,185 101 115 420 98 101 327 93 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 20th Street and NW 14th Avenue COUNT DATE: June 5, 2018 AM PEAK HOUR FACTOR: 0.94 PM PEAK HOUR FACTOR: 0.95 "AM EXISTING TRAFFIC" NOTICE Completion of staff renew iracates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,ody Trtispemit application will need to besd,edukd fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The applicable decision -Making hotly. rewMa the permit application M the public hearing are retie ebhs recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 53 810 210 195 534 27 84 92 157 20 238 47 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 55 1834 1216 I I 201 I 550 I 28 I I 87 I 95 I 162 I -I 21 I 245 I 48 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 42 557 89 90 920 24 269 338 313 14 83 45 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 43 I 574 I 92 93 I 948 I 25 I 277 I 348 I 322 I 14 85 46 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED'' TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 7 1.4% 7 1.4% 7 1.4% 85 7 1.4% 22 7 1.4% 7 1.4% 21 7 1.4% 56 7 1.4% 3 7 1.4% 7 1.4% I 9 7 1.4% 10 7 1.4% 17 7 1.4% 7 1.4% 2 7 1.4% 25 7 1.4 5 61 I 919 I 238 I I 222 I 606 I :31 I 96 105 179 23 270 53 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% .4% 59 1.4% .4% 1.4% 10 1.4% 97 .4% 3 .4% 1.4% 28 1.4% 36 1.4% 33 1.4% 1.4% 1.4% 1.4% 5 PM NON -PROJECT TRAFFIC 47 633 1 101 103 1,045 28 305 384 355 15 94 51 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering Exiting Net New Distribution Entering 9.0% 9.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 9.0% 9.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 30 30 22 22 AM TOTAL PROJECT TRAFFIC 30 30 22 0 0 0 22 AM TOTAL TRAFFIC 91 949 238 222 628 31 96 105 179 23 270 75 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR -1 26 26 30 30 26 26 29 30 PM TOTAL TRAFFIC 73 659 101 103 1,074 28 305 384 355 15 94 81 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45-M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 20th Street and NW 13th Avenue COUNT DATE: June 5, 2018 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.98 NOTICE Completion of staff renew Irdkates perm application meets minimum requirements under Miami 21and/or the Ciryof Miami Code,ody Ths permit application will need to besd,etlukd fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The applicable decision -Making hotly. rewMa the permit application M the pubk hearing and re da elthea recommendation or a final deCsion. PZ-18-263 01/22/19 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 45 914 18 24 620 53 40 6 41 27 6 99 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 46 I 941 I 19 I 25 I 639 I 55 I I 41 I 6 I 42 I I 28 I 6 I 102 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 70 778 11 963 56 13 3 16 13 2 51 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 72 I 801 I 11 I I 6 I 992 I 58 I I 13 I 3 116 I I 13 2 I 53 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 7 1.4% 7 1.4% 7 1.4% 96 7 1.4% 2 7 1.4% 7 1.4% 3 7 1.4% 65 7 1.4% 6 7 1.4% 7 1.4% 4 7 1.4% 7 1.4% 4 7 1.4% 7 1.4% 3 7 1.4% 7 1.4% 10 AM NON -PROJECT TRAFFIC 51 1,037 21 28 704 61 45 1 7 46 31 1 7 1 112 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH PM NON -PROJECT TRAFFIC 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 7 82 101 6 0 2 0 5 79 883 1 12 7 1 1,093 1 64 14 1 3 1 18 14 2 1 58 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting 20.0% -20.0% -20.0%o 20.0% 20.0% 20.0% Net New Distribution Entering Exiting 9.0% 27.0% 27.0% 9.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 9 30 -9 -9 9 91 8 67 8 22 AM TOTAL PROJECT TRAFFIC 39 -9 -9 100 0 75 0 30 AM TOTAL TRAFFIC 90 1,028 21 28 695 161 45 7 46 106 7 142 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 9 -9 -9 9 8 8 Net New 26 79 90 30 PM TOTAL PROJECT TRAFFIC 35 -9 -9 88 98 38 PM TOTAL TRAFFIC 114 874 12 7 1,084 152 14 3 18 112 2 96 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 20th Street and SR 933/NW 12th Avenue June 5, 2018 0.95 0.95 NOTICE Completion of staff renew IMcates perm application meets minimum requirements under Miami 21 and/or the Ciry of Miami Code,ody Trtispemit application will need to be sched4ed fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The applicable decision -Making lxdywilrewMa the permit application M the public hearing and render ebhsa recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 135 676 164 140 480 73 84 399 171 99 730 130 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 139 I 696 I 169 I I 144 I 494 I 75 I 87 I 411 I 176 I -I 102 I 752 I 134 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 165 531 114 142 798 137 145 809 189 83 417 114 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 170 I 547 I 117 I I 146 822 I 141 I I 149 I 833 I 195 85 I 430 I 117 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED" TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 0 0 0 7 1.4% 7 1.4% 14 7 1.4% 71 7 1.4% 17 7 1.4% 7 1.4% 15 7 1.4% 50 7 1.4% a 7 1.4% 7 1.4% I 9 7 1.4% 42 7 1.4% 18 7 1.4% 7 1.4% 10 7 1.4% 77 7 1.4% 14 153 I 767 I 186 I I 159 I 544 I 83 I 96 453 194 112 829 148 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 17 .4% 56 .4% 12 .4% 1.4% 15 1.4% 84 .4^i 14 .4% 1.4% 15 1.4% 85 1.4% 20 1.4% 1.4% 9 1.4% 44 1.4% 12 PM NON -PROJECT TRAFFIC 187 603 1 129 161 906 155 164 918 215 94 474 129 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering Exiting Net New Distribution Entering 7.0% 20.0% 10.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 10.0% 7.0% 10.0% 2n.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 25 17 25 24 67 34 49 AM TOTAL PROJECT TRAFFIC 25 17 25 24 67 34 0 49 AM TOTAL TRAFFIC 178 784 211 159 568 83 163 487 194 112 878 148 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR -1 3 33 23 33 21 59 29 66 33 22 33 21 59 29 69 PM TOTAL TRAFFIC 220 625 162 161 927 155 223 947 215 94 543 129 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 20th Street and NW 10th Avenue COUNT DATE: June 5, 2018 AM PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.94 "AM EXISTING TRAFFIC" NOTICE Completion of staff renew IMkates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,ody Trtispemit application will need to besd,edukd fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The apply ble decision -Making hoy rewMa the permit application M the pubk hearing are re da elthe recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 119 503 366 83 435 46 145 161 87 68 203 65 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 123 I 518 I 377 I I 85 I 448 I 47 I I 149 I 166 I 90 I 1 70 I 209 I 67 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 161 540 121 33 616 75 341 343 119 41 60 67 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 166 I 556 I 125 34 634 77 I 351 I 353 I 123 I 42 62 69 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED'' TRAFFIC 0 0 0 0 0 0 Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 7 1.4% 7 1.4% 13 7 1.4% 53 7 1.4% 39 7 1.4% 7 1.4% 7 1.4% 46 7 1.4% 5 7 1.4% 7 1.4% 15 7 1.4% 17 7 1.4% 9 7 1.4% 7 1.4% 7 7 1.4% 21 7 1.4% 7 136 I 571 I 416 I 94 I 494 I :52 I 164 183 99 77 230 74 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH PM NON -PROJECT TRAFFIC "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 17 57 13 3 65 8 36 36 13 4 6 7 183 613 1 138 37 699 85 387 389 136 46 68 76 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering Exiting Net New Distribution Entering 7.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 7.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 17 24 AM TOTAL PROJECT TRAFFIC 17 24 0 0 0 AM TOTAL TRAFFIC 136 588 416 94 518 52 164 183 99 77 230 74 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By -1 Net New 23 21 PM TOTAL PROJECT TRAFFIC 22 21 PM TOTAL TRAFFIC 183 635 138 37 720 85 387 389 136 46 68 76 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 16th Street and SR 933/NW 12th Avenue June 5, 2018 0.91 0.95 NOTICE Completion of staff renew IMkates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,ody mspemlt application will need to be scheduled fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The applicable decision -Making hoy rewMa the permit application M the pubk hearing are re da elthe recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 64 62 75 30 16 76 153 579 154 108 821 96 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 66 I 64 I 77 I I 31 I 16 I 78 I 158 I 596 I 159 I I 111 I 846 I 99 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 62 13 63 109 46 136 29 954 53 48 598 57 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED" TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 7 1.4% 7 1.4% 7 7 1.4% 7 7 1.4% 8 7 1.4% 7 1.4% 3 7 1.4% 2 7 1.4% 8 7 1.4% 7 1.4% 16 7 1.4% 61 7 1.4% 16 7 1.4% 7 1.4% 11 7 1.4% 86 7 1.4% 10 73 I 71 85 I 34 I 18 I IB6 I 174 657 175 122 932 109 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% .4% 1.4% 7 1.4% 1.4% 11 1.4% 5 .4^i 14 .4% 1.4% 3 1.4% 100 1.4% 6 1.4% 1.4% 5 1.4% 63 1.4 6 PM NON -PROJECT TRAFFIC 71 14 1 72 123 52 154 33 1,083 61 54 679 65 "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering Exiting Net New Distribution Entering 30.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 3n.0% EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 101 74 AM TOTAL PROJECT TRAFFIC 101 0 74 0 AM TOTAL TRAFFIC 73 71 85 34 18 86 174 758 175 122 1,006 109 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 3 88 100 88 103 PM TOTAL TRAFFIC 71 14 72 123 52 154 33 1,171 61 54 782 65 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 14th Street and SR 933/NW 12th Avenue June 5, 2018 0.97 0.91 NOTICE Completion of staff renew IMcates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,ody Trtispemit application will need to be schedued fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The applicable decision -Making lady. rewMa the permit application M the public hearing and render ebhsa recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 123 451 186 194 343 147 217 744 531 129 663 128 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 127 I 465 I 192 I I 200 I 353 I 151 I 224 I 766 I 547 I I 133 I 683 I 132 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 131 152 180 330 433 158 169 715 162 86 775 89 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 135 I 157 I 185 I I 340 446 I 163 I I 174 I 736 I 167 89 I 798 I 92 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED" TRAFFIC------- 0 0 0 0 0 0 Years To Buildout 7 7 7 7 7 7 7 Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 1.4% 1.4% 13 1.4% 48 1.4% 20 1.4% 1.4% 20 1.4% 36 7 1.4% 15 7 7 7 7 7 7 7 7 1.4% 1.4% I 23 1.4% 78 1.4% 56 1.4% 1.4% 14 1.4% 70 1.4% 13 AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 140 I 513 I 212 I I 220 I 389 I 166 I 247 844 603 147 753 145 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 0 0 Years To Buildout 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% PM BACKGROUND TRAFFIC GROWTH 14 16 19 35 46 17 18 75 17 9 82 9 PM NON -PROJECT TRAFFIC "PROJECT DISTRIBUTION" LAND USE TYPE Pass -By Distribution 149 1 173 1 204 1 1 375 1 492 1 180 192 811 184 98 880 101 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Entering Exiting Net New Distribution Entering 30.0% Exiting "AM PROJECT TRAFFIC" LAND USE TYPE Project Pass - By Net New Trips AM TOTAL PROJECT TRAFFIC 30.0 % EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 101 101 0 74 74 0 AM TOTAL TRAFFIC 140 513 212 220 389 166 247 945 603 147 827 145 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 3 Net New 88 100 PM TOTAL PROJECT TRAFFIC 88 103 PM TOTAL TRAFFIC 149 173 204 375 492 180 192 899 184 98 983 101 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 13th Avenue and North Driveway COUNT DATE: June 6, 2018 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" NOTICE Completion of staff renew iracares perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,ody Trtis permit application will need to be scheduled fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The apply ble decision -Making hoy rewMa the permit application M the pubk hearing and render althea recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 119 95 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I I I 1123 I I I I 98 I I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 83 23 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 85 23 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED" TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 13 10 136 108 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 9 2 PM NON -PROJECT TRAFFIC 94 25 "PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 50.0% 10.0% Exiting 10.0% 40.0% Net New Distribution Entering 20.0% 30.0% 25.0% Exiting 30.0% 20.0% 15.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 4 16 22 4 Net New 76 50 37 72 109 84 AM TOTAL PROJECT TRAFFIC 80 66 37 72 131 88 AM TOTAL TRAFFIC 80 66 173 72 131 196 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 4 15 22 4 107 72 50 60 91 73 111 87 50 60 113 77 PM TOTAL TRAFFIC 111 87 144 60 113 102 Evaluating unlicensed DynamicPDF feature. Click here for details f:11.45•M TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 13th Avenue and South Driveway COUNT DATE: June 7, 2018 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" NOTICE Completion of staff renew iracates perm application meets minimum requirements under Miami 21 a ndlor the Ciry of Miami Code,orlY Trtispemit application will need to besd,edukd fora public fearing In accordance Mil timelines set forth in to Ciyof Miami Code. The apply ble decision -Making hoy rewMa the permit application M the pubk hearing are re da elthe recommendation or a final deCson. PZ-18-263 01/22/19 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 110 80 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I I I I I I I I I I I 113 I I I I 82 I I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 82 27 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 84 28 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------- ------- ------- --__--- ------- ------- ------- ------- ------- ------- TOTAL "VESTED'' TRAFFIC------- Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" TOTAL "VESTED" TRAFFIC 0 0 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 12 8 125 I T 90 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 9 3 PM NON -PROJECT TRAFFIC "PROJECT DISTRIBUTION" LAND USE TYPE I 93 31 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 40.0% 10.0% Exiting 40.0% 10.0% Net New Distribution Entering 11.0% 25.0% 25.0% Exiting 25.0% 25.0% 21.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By 16 4 18 4 Net New 63 63 37 91 90 51 AM TOTAL PROJECT TRAFFIC 79 67 37 109 94 51 AM TOTAL TRAFFIC 79 67 162 109 94 141 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 16 4 18 4 90 89 33 75 76 70 106 93 33 93 80 70 PM TOTAL TRAFFIC 106 93 126 93 80 101 Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Appendix J Future Background Conditions Analysis Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 A.M. Peak Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 1: NW 12th Ave & NW 28th St Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary At EBL EBT EBR WBL WBT WBR NBL NBT SBL S t fir 4 fir 11 tta tta 74 138 78 9 90 52 51 693 54 1218 74 138 78 9 90 52 51 693 54 1218 Perm NA Perm Perm NA Perm Perm NA Perm NA 8 4 6 2 8 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 None None None None None None C-Max C-Max C-Max C-Max Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 38 (32%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St # 02 (R) ■ 1- 04 76s 14s 06 (R) 8 %E s -4s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 1: NW 12th Ave & NW 28th St Condit A.M. IV Ib dair- 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4 ri 4 fir j 1't+ ) Traffic Volume (veh/h) 74 138 78 9 90 52 51 693 22 54 1218 69 Future Volume (veh/h) 74 138 78 9 90 52 51 693 22 54 1218 69 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 81 152 86 10 99 57 56 762 24 59 1338 76 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 40 58 501 33 258 451 211 2043 64 413 1986 113 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 SatFlow,veh/h 0 184 1583 0 815 1425 378 3503 110 686 3405 193 Grp Volume(v), veh/h 233 0 86 109 0 57 56 385 401 59 694 720 Grp Sat Flow(s),veh/h/In 184 0 1583 815 0 1425 378 1770 1843 686 1770 1829 Q Serve(g_s), s 0.0 0.0 4.7 0.0 0.0 3.4 10.4 8.2 8.2 3.7 22.1 22.2 Cycle Q Clear(g_c), s 38.0 0.0 4.7 38.0 0.0 3.4 32.6 8.2 8.2 11.9 22.1 22.2 Prop In Lane 0.35 1.00 0.09 1.00 1.00 0.06 1.00 0.11 Lane Grp Cap(c), veh/h 99 0 501 291 0 451 211 1032 1075 413 1032 1067 V/C Ratio(X) 2.36 0.00 0.17 0.37 0.00 0.13 0.27 0.37 0.37 0.14 0.67 0.67 Avail Cap(c_a), veh/h 99 0 501 291 0 451 211 1032 1075 413 1032 1067 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.7 0.0 29.6 31.7 0.0 29.2 15.8 6.5 6.5 8.4 8.1 8.1 Incr Delay (d2), s/veh 642.8 0.0 0.1 0.6 0.0 0.1 2.9 1.0 1.0 0.7 3.5 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 20.9 0.0 2.1 2.7 0.0 1.4 1.3 4.2 4.3 0.8 11.3 12.0 LnGrp Delay(d),s/veh 681.5 0.0 29.7 32.3 0.0 29.3 18.7 7.5 7.5 9.1 11.6 11.5 LnGrp LOS F C C CB A A A BB Approach Vol, veh/h 319 166 842 1473 Approach Delay, s/veh 505.8 31.2 8.2 11.4 Approach LOS F C A B Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR I EW Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 24.2 40.0 34.6 40.0 Green Ext Time (p_c), s 4.2 0.0 2.4 0.0 Intersection Summary HCM 2010 Ctrl Delay 68.0 HCM 2010 LOS E K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 AWSC Future Backgro 2: NW 13th Ave & NW 22nd St Intersection Intersection Delay, s/veh 7.9 Intersection LOS A Condit A.M. IV Ib dair- 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` a P7-18-963 01/22/19 RF 1EW Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4"ra Traffic Vol, veh/h 17 53 44 0 0 0 0 55 69 22 57 0 Future Vol, veh/h 17 53 44 0 0 0 0 55 69 22 57 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 19 59 49 0 0 0 0 61 77 24 63 0 Number of Lanes 0 2 0 0 0 0 0 1 0 0 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 8 7.7 8 HCM LOS A A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % Vol Thru, % Vol Right, % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th-tile Q 0% 39% 0% 28% 44% 61% 38% 72% 56% 0% 62% 0% Stop Stop Stop Stop 124 44 71 79 0 17 0 22 55 27 27 57 69 0 44 0 138 48 78 88 2 7 7 2 0.153 0.07 0.1 0.108 4.006 5.218 4.583 4.437 Yes Yes Yes Yes 898 689 784 811 2.014 2.931 2.296 2.446 0.154 0.07 0.099 0.109 7.7 8.3 7.8 8 A A A A 0.5 0.2 0.3 0.4 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 3: NW 12th Ave & NW 22nd St t Lane Group EBL EBT WBL WBT NBT SBL SBT Lane Configurations " i 44 14"ri i +1' Traffic Volume (vph) 73 34 24 0 672 101 1099 Future Volume (vph) 73 34 24 0 672 101 1099 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 29.0 29.0 21.0 21.0 80.0 80.0 80.0 Total Split (%) 22.3% 22.3% 16.2% 16.2% 61.5% 61.5% 61.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max Intersection Summary 4 2 3 3 4 4 6 2 2 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 24 (18%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St ? 04 80s T-a29s 21s At 06 (R) 80 s 71 • K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OapuBuc HCM Signalized Intersection Capacity Analysis Future Backgro 3: NW 12th Ave & NW 22nd St Q Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S Lane Configurations "i ) Traffic Volume (vph) 73 34 40 24 0 35 0 672 8 101 Future Volume (vph) 73 34 40 24 0 35 0 672 8 101 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.92 0.92 1.00 1.00 Flt Protected 0.95 1.00 0.98 1.00 0.95 Satd. Flow (prot) 1770 1713 1680 3533 1770 Flt Permitted 0.95 1.00 u.u;s 1.00 0.35 Satd. Flow (perm) 1770 1713 1423 3533 652 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 81 38 44 27 0 39 0 747 9 112 RTOR Reduction (vph) 0 36 0 0 63 0 0 0 0 0 Lane Group Flow (vph) 81 46 0 0 3 0 0 756 0 112 Turn Type Split NA Perm NA NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 2 Actuated Green, G (s) 10.9 10.9 5.9 95.2 95.2 95.2 Effective Green, g (s) 10.9 10.9 5.9 95.2 95.2 95.2 Actuated g/C Ratio 0.08 0.08 0.05 0.73 0.73 0.73 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 148 143 64 2587 477 2591 v/s Ratio Prot c0.05 0.03 0.21 c0.34 v/s Ratio Perm c0.00 0.17 v/c Ratio 0.55 0.32 0.05 0.29 0.23 0.47 Uniform Delay, d1 57.2 56.1 59.4 5.9 5.6 7.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.2 1.0 0.1 0.3 1.2 0.6 Delay (s) 60.4 57.0 59.5 6.2 6.8 7.7 Level of Service E E E A A A Approach Delay (s) 58.7 59.5 6.2 7.6 Approach LOS E E A A Intersection Summary Condit A.M. IV Ib 1 14.E Compleionofstallreiewind;catespermltapptieation r fits Im is pmentap,1ta nedto be sheyufdiami 0,010 Thlspennitaokat IIr Htobescheduledbra public gin accordance melines set forth in the City of Miami The applicable decision-maltingbrenderl renew the permit application at the pubrhearing and render either a a recommendation or a final decision. HCM 2000 Control Delay 122 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 57.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group tIZ,Iffga3 tAL 01/22/19 IEW G 1099 1900 6.0 0.95 1.00 1.00 3539 1.00 3539 0.90 0.90 1221 0 0 0 1221 0 NA 2 1900 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 TWSC Future Backgro 4: NW 13th Ave & NW 21 st Terr Intersection Int Delay, s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Condit A.M. IV Ib dair- 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` 1 P7-18-963 01/22/19 RF 1EW Lane Configurations ifyir 4 "i Traffic Vol, veh/h 34 15 14 111 73 42 Future Vol, veh/h 34 15 14 111 73 42 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 40 18 17 132 87 50 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 278 112 137 0 - 0 Stage 1 112 Stage 2 166 - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 712 941 1447 Stage 1 913 Stage 2 863 Platoon blocked, % Mov Cap-1 Maneuver 703 941 1447 Mov Cap-2 Maneuver 703 Stage 1 901 Stage 2 863 Approach EB NB SB HCM Control Delay, s 10.1 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1447 - 762 HCM Lane V/C Ratio 0.012 - 0.077 HCM Control Delay (s) 7.5 0 10.1 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0.2 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 TWSC Future Backgro 5: NW 12th Ave & NW 21 st Terr Intersection Int Delay, s/veh Movement 0.1 WBL WBR NBT NBR SBL SBT Condit A.M. IV oldair- 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit a recommendation at the pubra Mang and render either a recommendation or a final decision. ` 1 P7-18-963 01/22/19 RF 1EW Lane Configurations fir 4"i +1' Traffic Vol, veh/h 0 11 676 24 0 1109 Future Vol, veh/h 0 11 676 24 0 1109 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 11 697 25 0 1143 Major/Minor Minorl Majorl Major2 Conflicting Flow All 361 0 0 - Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 842 0 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 842 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - 842 HCM Lane V/C Ratio - 0.013 HCM Control Delay (s) - 9.3 HCM Lane LOS A HCM 95th %tile Q(veh) 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 TWSC Future Backgro 6: NW 13th Ave & NW 21 st St Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condit A.M. IV Ib War- 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` 1 P7-18-963 01/22/19 RF I EW Lane Configurations Traffic Vol, veh/h 24 29 42 10 10 20 24 79 23 12 64 15 Future Vol, veh/h 24 29 42 10 10 20 24 79 23 12 64 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - Veh in Median Storage, # - 0 - 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 31 44 11 11 21 25 83 24 13 67 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 262 258 75 284 254 95 83 0 0 107 0 Stage1 101 101 - 145 145 Stage 2 161 157 - 139 109 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 796 836 1087 768 841 1059 1514 - 1484 Stage1 1087 1087 - 1042 1042 - - Stage 2 975 1006 - 1003 1062 - - Platoon blocked, % Mov Cap-1 Maneuver 757 813 1087 701 818 1059 1514 - 1484 Mov Cap-2 Maneuver 757 813 - 701 818 - - Stage1 1067 1077 1023 1023 - Stage 2 929 988 927 1052 Approach EB WB HCM Control Delay, s 9.5 9.3 HCM LOS A A NB 1.4 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR SB 1 Capacity (veh/h) 1514 - - 896 882 1484 HCM Lane V/C Ratio 0.017 - 0.112 0.048 0.009 HCM Control Delay (s) 7.4 0 - 9.5 9.3 7.4 0 HCM Lane LOS A A - A A A A HCM 95th %tile Q(veh) 0.1 - - 0.4 0.1 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 TWSC Future Backgro 7: NW 12th Ave & NW 21 st St Intersection Int Delay, s/veh Movement 0.1 EBL EBR NBL NBT SBT SBR Condit A.M. IV I� dair- 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` 1 P7-18-963 01/22/19 RF 1EW Lane Configurations ft ft Traffic Vol, veh/h 0 23 0 688 1109 0 Future Vol, veh/h 0 23 0 688 1109 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 25 0 756 1219 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 610 0 - 0 Stage 1 - - Stage 2 - Critical Hdwy 5 - - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - 3 - - - Pot Cap-1 Maneuver 0 656 0 - - 0 Stage 1 0 0 - - 0 Stage 2 0 0 - - 0 Platoon blocked, % Mov Cap-1 Maneuver - 656 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 10.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 656 HCM Lane V/C Ratio - 0.039 HCM Control Delay (s) - 10.7 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Future Backgro 8: NW 20th St & NW 17th Avenue f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Q J� 0 Lane Configurations vi vi 4 r vi 4' Traffic Volume (vph) 93 1033 82 628 97 316 134 158 346 68 Future Volume (vph) 93 1033 82 628 97 316 134 158 346 68 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 20.0 66.0 20.0 66.0 20.0 54.0 54.0 20.0 54.0 54.0 Total Split (%) 12.5% 41.3% 12.5% 41.3% 12.5% 33.8% 33.8% 12.5% 33.8% 33.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 Condit A.M. IV I� dair- 14.E 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance,. timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit application at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RFVI EW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 44 (28%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 01 02 4R) 2As 66 s 2As I 1(05 07 T 08 06 CR) 20s 66s 1 .0 54s n K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 8: NW 20th St & NW 17th Avenue A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'" i 4 ri vi Traffic Volume (veh/h) 93 1033 94 82 628 66 97 316 134 158 346 68 Future Volume (veh/h) 93 1033 94 82 628 66 97 316 134 158 346 68 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 99 1099 100 87 668 70 103 336 143 168 368 72 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 428 1733 158 269 1697 '178 185 373 317 221 427 363 Arrive On Green 0.05 0.70 0.70 0.05 0.70 0.70 0.06 0.20 0.20 0.09 0.23 0.23 SatFlow,veh/h 1774 3281 298 1774 3234 339 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 99 592 607 87 365 373 103 336 143 168 368 72 Grp Sat Flow(s),veh/h/In 1774 1770 1810 1774 1770 1803 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 4.2 28.7 28.8 3.7 13.8 13.8 7.3 28.2 12.7 11.9 30.4 5.9 Cycle Q Clear(g_c), s 4.2 28.7 28.8 3.7 13.8 13.8 7.3 28.2 12.7 11.9 30.4 5.9 Prop In Lane 1.00 0.16 1.00 0.19 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 428 935 956 269 928 946 185 373 317 221 427 363 V/C Ratio(X) 0.23 0.63 0.63 0.32 0.39 0.39 0.56 0.90 0.45 0.76 0.86 0.20 Avail Cap(c_a), veh/h 515 935 956 362 928 946 237 559 475 222 559 475 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.6 15.5 15.5 19.1 13.6 13.6 49.1 62.4 56.3 47.5 59.3 49.8 Incr Delay (d2), s/veh 0.1 3.3 3.2 0.2 1.2 1.1 1.0 11.5 0.7 12.8 9.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 14.7 15.0 1.8 6.9 7.1 3.6 15.7 5.6 6.6 16.8 2.6 LnGrp Delay(d),s/veh 16.7 18.8 18.7 19.4 14.7 14.7 50.1 73.9 57.0 60.3 69.0 50.0 LnGrp LOS BB B B B B D E E E E D Approach Vol, veh/h 1298 825 582 608 Approach Delay, s/veh 18.6 15.2 65.6 64.4 Approach LOS B B E E Condit A.M. IV oldair- 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR SEW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.1 90.0 19.9 38.0 11.6 90.5 15.3 42.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 60.0 14.0 48.0 14.0 60.0 14.0 48.0 Max Q Clear Time (g_c+I1), s 6.2 15.8 13.9 30.2 5.7 30.8 9.3 32.4 Green Ext Time (p_c), s 0.1 1.7 0.0 1.9 0.1 3.1 0.0 1.8 Intersection Summary HCM 2010 Ctrl Delay 34.4 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 9: NW 14th AVe & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4 144 4 fir 4) Traffic Volume (vph) 61 919 222 606 96 105 179 23 270 Future Volume (vph) 61 919 222 606 96 105 179 23 270 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 77.0 21.0 77.0 62.0 62.0 62.0 62.0 62.0 Total Split (%) 13.1% 48.1% 13.1% 48.1% 38.8% 38.8% 38.8% 38.8% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 124 (78%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St f 1 G 104 02 (R) 2is 177s 162s , 5 ■ 08 434 4R) 21s I �77s 7 I62s 1 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 9: NW 14th AVe & NW 20th St Condit A.M. IV oldair- 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of ion-RldkJ, hotly MI renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"i 4 ri Traffic Volume (veh/h) 61 919 238 222 606 31 96 105 179 23 Future Volume (veh/h) 61 919 238 222 606 31 96 105 179 23 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 Adj Flow Rate, veh/h 65 978 253 236 645 33 102 112 190 24 287 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 510 1542 398 341 2031 '104 172 491 417 43 374 Arrive On Green 0.04 0.74 0.74 0.09 0.79 0.79 0.26 0.26 0.26 0.26 0.26 SatFlow,veh/h 1774 2787 719 1774 3426 '175 1033 1863 1583 72 1421 Grp Volume(v), veh/h 65 620 611 236 333 345 102 112 190 367 0 Grp Sat Flow(s),veh/h/In 1774 1770 1736 1774 1770 1832 1033 1863 1583 1762 0 Q Serve(g_s), s 2.5 27.7 28.0 9.2 8.5 8.5 7.1 7.5 16.1 15.5 0.0 Cycle Q Clear(g_c), s 2.5 27.7 28.0 9.2 8.5 8.5 37.9 7.5 16.1 30.8 0.0 Prop In Lane 1.00 0.41 1.00 0.10 1.00 1.00 0.07 Lane Grp Cap(c), veh/h 510 979 961 341 1049 1086 172 491 417 488 V/C Ratio(X) 0.13 0.63 0.64 0.69 0.32 0.32 0.59 0.23 0.46 0.75 Avail Cap(c_a), veh/h 621 979 961 382 1049 1086 261 652 554 638 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.70 0.70 0.70 0.96 0.96 0.96 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.2 13.1 13.1 17.5 7.8 7.8 62.4 46.2 49.3 54.6 Incr Delay (d2), s/veh 0.0 2.2 2.3 3.3 0.8 0.7 4.6 0.3 1.1 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.2 13.9 13.8 4.7 4.3 4.5 4.6 3.9 7.1 15.7 LnGrp Delay(d),s/veh 14.2 15.3 15.4 20.8 8.6 8.5 67.0 46.5 50.4 59.0 LnGrp LOS B B B C A A EDDE PZ-1 -263 01/22/19 IEW 53 53 18 0 1.00 1.00 1900 56 0 0.94 2 71 0.26 269 0 0 0.0 0.0 0.15 0 0 0.00 0.00 0 0 1.00 1.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 270 270 8 0 Approach Vol, veh/h 1296 914 404 367 Approach Delay, s/veh 15.3 11.7 53.5 59.0 Approach LOS B B D E Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 100.8 48.2 17.3 94.5 48.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 71.0 56.0 15.0 71.0 56.0 Max Q Clear Time (g_c+I1), s 4.5 10.5 39.9 11.2 30.0 32.8 Green Ext Time (p_c), s 0.0 1.5 2.3 0.1 3.3 3.3 Intersection Summary HCM 2010 Ctrl Delay 24.7 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 10: NW 13th Ave & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi Traffic Volume (vph) 51 1037 28 704 45 7 46 31 7 112 Future Volume (vph) 51 1037 28 704 45 7 46 31 7 112 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 22.5 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 86.0 86.0 24.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 53.8% 53.8% 15.0% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 4 8 8 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 132 (83%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St ■T 04 0z (R) nos I 50Is 1 05 T 08 436 4R) 24 s 86 s 50 s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary Future Backgro 10: NW 13th Ave & NW 20th St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1't+ 4 fir Traffic Volume (veh/h) 51 1037 21 28 704 61 45 7 46 31 7 112 Future Volume (veh/h) 51 1037 21 28 704 61 45 7 46 31 7 112 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 54 1092 22 29 741 64 47 7 48 33 7 118 Adj No. of Lanes 1 2 0 1 2 0 0 1 1 0 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 437 2063 42 334 2144 '185 43 4 435 42 5 435 Arrive On Green 0.77 0.77 0.77 0.04 0.86 0.86 0.27 0.27 0.27 0.27 0.27 0.27 Sat Flow, veh/h 674 3548 71 1774 3297 285 2 13 1583 2 18 1583 Grp Volume(v), veh/h 54 545 569 29 398 407 54 0 48 40 0 118 Grp Sat Flow(s),veh/h/In 674 1770 1850 1774 1770 1813 14 0 1583 20 0 1583 Q Serve(g_s), s 3.3 18.9 18.9 1.0 6.9 6.9 0.1 0.0 3.6 0.1 0.0 9.3 Cycle Q Clear(g_c), s 3.3 18.9 18.9 1.0 6.9 6.9 44.0 0.0 3.6 44.0 0.0 9.3 Prop In Lane 1.00 0.04 1.00 0.16 0.87 1.00 0.82 1.00 Lane Grp Cap(c), veh/h 437 1029 1076 334 1150 1178 46 0 435 47 0 435 V/C Ratio(X) 0.12 0.53 0.53 0.09 0.35 0.35 1.17 0.00 0.11 0.86 0.00 0.27 Avail Cap(c_a), veh/h 437 1029 1076 478 1150 1178 46 0 435 47 0 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.69 0.69 0.69 0.74 0.74 0.74 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 8.0 9.7 9.7 12.7 4.3 4.3 76.7 0.0 43.4 74.6 0.0 45.4 Incr Delay (d2), s/veh 0.4 1.4 1.3 0.0 0.6 0.6 187.6 0.0 0.2 85.3 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.7 9.5 9.9 0.5 3.5 3.6 4.4 0.0 1.6 2.9 0.0 4.2 LnGrp Delay(d),s/veh 8.4 11.1 11.0 12.8 4.9 4.9 265.1 0.0 43.6 159.9 0.0 46.2 LnGrp LOS A B B B A A F D F D Approach Vol, veh/h 1168 834 102 158 Approach Delay, s/veh 10.9 5.1 160.9 74.9 Approach LOS B A F E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 110.0 50.0 11.0 99.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 18.0 * 81 44.0 Max Q Clear Time (g_c+I1), s 8.9 46.0 3.0 20.9 46.0 Green Ext Time (p_c), s 1.8 0.0 0.0 3.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 20.0 HCM 2010 LOS C Notes K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 11: NW 12th Ave & NW 20th St Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 1 14 fir i 14"ri Traffic Volume (vph) 153 767 159 544 96 453 194 112 829 Future Volume (vph) 153 767 159 544 96 453 194 112 829 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 32 (20%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St 01 ■ 02 (R) 03 4 1 20s ,62s 1 ins 57s 05 IO6(R) 167 8 20s .62s i i21s 57s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 11: NW 12th Ave & NW 20th St Condit A.M. IV Ib dair- 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A PZ-1 -263 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'"+i ft, ri vi Traffic Volume (veh/h) 153 767 186 159 544 83 96 453 194 112 Future Volume (veh/h) 153 767 186 159 544 83 96 453 194 112 Number 3 8 18 7 4 14 1 6 16 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 161 807 196 167 573 87 101 477 204 118 873 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 320 842 204 196 928 '141 121 1387 745 138 1205 Arrive On Green 0.10 0.40 0.40 0.16 0.60 0.60 0.09 0.52 0.52 0.10 0.53 SatFlow,veh/h 1774 2825 686 1774 3083 467 1774 3539 1583 1774 3001 536 Grp Volume(v), veh/h 161 505 498 167 328 332 101 477 204 118 515 514 Grp Sat Flow(s),veh/h/In 1774 1770 1742 1774 1770 1780 1774 1770 1583 1774 1770 1768 Q Serve(g_s), s 10.1 44.5 44.5 10.6 18.8 18.9 9.0 12.6 10.4 10.5 35.4 35.4 Cycle Q Clear(g_c), s 10.1 44.5 44.5 10.6 18.8 18.9 9.0 12.6 10.4 10.5 35.4 35.4 Prop In Lane 1.00 0.39 1.00 0.26 1.00 1.00 1.00 0.30 Lane Grp Cap(c), veh/h 320 527 519 196 533 536 121 1387 745 138 710 710 V/C Ratio(X) 0.50 0.96 0.96 0.85 0.62 0.62 0.84 0.34 0.27 0.86 0.72 0.72 Avail Cap(c_a), veh/h 352 557 549 222 557 561 155 1387 745 155 710 710 HCM Platoon Ratio 1.33 1.33 1.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.93 0.93 0.93 0.88 0.88 0.88 0.92 0.92 0.92 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.9 47.3 47.3 37.8 26.0 26.0 71.9 26.3 19.8 70.9 30.6 30.6 Incr Delay (d2), s/veh 0.4 25.5 25.8 19.5 1.2 1.2 20.0 0.6 0.8 29.8 6.3 6.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.9 25.5 25.1 6.2 9.3 9.4 5.1 6.2 4.7 6.3 18.4 18.4 LnGrp Delay(d),s/veh 35.3 72.9 73.2 57.3 27.1 27.2 91.9 26.9 20.7 100.7 36.9 36.9 LnGrp LOS DEEP C C F CC F D D Approach Vol, veh/h 1164 827 782 1147 Approach Delay, s/veh 67.8 33.2 33.7 43.5 Approach LOS E C C D Timer 1 2 3 4 5 6 7 8 829 829 2 0 IEW 148 148 12 0 1.00 1.00 1900 156 0 0.95 2 215 0.53 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 16.9 70.2 18.1 54.8 18.4 68.7 18.6 54.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 11.0 37.4 12.1 20.9 12.5 14.6 12.6 46.5 Green Ext Time (p_c), s 0.0 2.4 0.1 1.5 0.0 1.3 0.1 1.2 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 46.6 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 12: Bob Hope Dr/NW 10th Ave & NW 20th St c 4- t 1Y Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 1 "+i " i Traffic Volume (vph) 136 571 94 494 164 183 77 230 Future Volume (vph) 136 571 94 494 164 183 77 230 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 80.0 21.0 80.0 21.0 38.0 21.0 38.0 Total Split (%) 13.1% 50.0% 13.1% 50.0% 13.1 % 23.8% 13.1% 23.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 126 (79%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 1 ■ 0? 11'04 02 (R) 21s 180s 21s 138s 1 05 07 1 08 6 (R) 21s I 180s 1 21s 1138s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 12: Bob Hope Dr/NW 10th Ave & NW 20th St Q Condit A.M. IV oldair- 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miami Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"+i "i ) Traffic Volume (veh/h) 136 571 416 94 494 52 164 183 99 77 Future Volume (veh/h) 136 571 416 94 494 52 164 183 99 77 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 151 634 462 104 549 58 182 203 110 86 256 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 491 1013 737 292 1628 '172 221 275 149 215 270 Arrive On Green 0.07 0.69 0.69 0.05 0.67 0.67 0.09 0.24 0.24 0.05 0.20 SatFlow,veh/h 1774 1957 1424 1774 3232 341 1774 1138 616 1774 1353 Grp Volume(v), veh/h 151 573 523 104 300 307 182 0 313 86 0 Grp Sat Flow(s),veh/h/In 1774 1770 1612 1774 1770 1803 1774 0 1754 1774 0 Q Serve(g_s), s 6.7 28.4 28.5 4.6 11.6 11.6 12.7 0.0 26.4 6.1 0.0 Cycle Q Clear(g_c), s 6.7 28.4 28.5 4.6 11.6 11.6 12.7 0.0 26.4 6.1 0.0 Prop In Lane 1.00 0.88 1.00 0.19 1.00 0.35 1.00 Lane Grp Cap(c), veh/h 491 916 834 292 892 908 221 0 424 215 0 V/C Ratio(X) 0.31 0.63 0.63 0.36 0.34 0.34 0.82 0.00 0.74 0.40 0.00 Avail Cap(c_a), veh/h 561 916 834 385 892 908 224 0 424 293 0 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.44 0.44 0.44 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 17.2 16.5 16.5 20.0 15.0 15.0 46.7 0.0 56.0 48.7 0.0 Incr Delay (d2), s/veh 0.1 1.4 1.6 0.3 1.0 1.0 19.6 0.0 6.4 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.2 14.0 13.0 2.2 5.8 6.0 7.4 0.0 13.5 3.0 0.0 LnGrp Delay(d),s/veh 17.3 17.9 18.1 20.3 16.0 16.0 66.3 0.0 62.4 49.1 0.0 LnGrp LOS B B B C BBE E D Approach Vol, veh/h 1247 711 495 424 Approach Delay, s/veh 17.9 16.6 63.8 87.7 Approach LOS B B E F Timer 1 2 3 4 5 6 7 8 R 230 230 8 0 PZ-1 -263 01/sRP 1EW 74 74 18 0 1.00 1.00 1900 82 0 0.90 2 86 0.20 433 338 1786 29.9 29.9 0.24 356 0.95 357 1.00 1.00 63.2 34.2 0.0 18.1 97.5 F Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.7 86.6 14.0 44.7 12.6 88.8 20.7 37.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 74.0 15.0 32.0 15.0 74.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 8.7 13.6 8.1 28.4 6.6 30.5 14.7 31.9 Green Ext Time (p_c), s 0.1 1.3 0.0 0.5 0.1 3.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 35.8 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 13: NW 12th Ave & NW 16th St f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations vi f Traffic Volume (vph) 73 71 34 18 86 174 657 122 932 Future Volume (vph) 73 71 34 18 86 174 657 122 932 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 18.0 18.0 77.0 18.0 77.0 Total Split (%) 40.6% 40.6% 40.6% 40.6% 11.3% 11.3% 48.1 % 11.3% 48.1 % Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Completion of staff re.winiicates permitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body render renew the permit appncanth on at e public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St 18s 177s 65s 05 106 (R) 8 18s I I77s i 65s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary Future Backgro 13: NW 12th Ave & NW 16th St Completion of staff renew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra publicfearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations "i 1 fir 11 tta 11 4' Traffic Volume (veh/h) 73 71 85 34 18 86 174 657 175 122 932 109 Future Volume (veh/h) 73 71 85 34 18 86 174 657 175 122 932 109 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 80 78 93 37 20 95 191 722 192 134 1024 120 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 3 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 213 110 131 100 263 342 133 1840 489 133 3071 359 Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 0.10 0.88 0.88 0.10 0.88 0.88 Sat Flow, veh/h 1272 775 924 1209 1863 1583 1774 2767 736 1774 4617 540 Grp Volume(v), veh/h 80 0 171 37 20 95 191 462 452 134 751 393 Grp Sat Flow(s),veh/h/In 1272 0 1700 1209 1863 1583 1774 1770 1733 1774 1695 1767 Q Serve(g_s), s 9.3 0.0 15.4 4.8 1.5 8.0 12.0 7.4 7.4 12.0 5.8 5.8 Cycle Q Clear(g_c), s 10.8 0.0 15.4 20.2 1.5 8.0 12.0 7.4 7.4 12.0 5.8 5.8 Prop In Lane 1.00 0.54 1.00 1.00 1.00 0.42 1.00 0.31 Lane Grp Cap(c), veh/h 213 0 240 100 263 342 133 1177 1152 133 2255 1175 V/C Ratio(X) 0.38 0.00 0.71 0.37 0.08 0.28 1.44 0.39 0.39 1.01 0.33 0.33 Avail Cap(c_a), veh/h 494 0 616 367 675 693 133 1177 1152 133 2255 1175 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.75 0.75 0.75 0.52 0.52 0.52 Uniform Delay (d), s/veh 64.3 0.0 65.6 75.2 59.6 52.3 72.0 3.5 3.5 72.0 3.4 3.4 Incr Delay (d2), s/veh 0.8 0.0 2.9 1.7 0.1 0.3 225.3 0.7 0.8 58.1 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.3 0.0 7.4 1.7 0.8 3.5 14.2 3.7 3.6 8.0 2.6 2.9 LnGrp Delay(d),s/veh 65.1 0.0 68.5 76.9 59.7 52.6 297.3 4.3 4.3 130.1 3.6 3.8 LnGrp LOS E E E E D F A A F A A Approach Vol, veh/h 251 152 1105 1278 Approach Delay, s/veh 67.4 59.5 54.9 17.0 Approach LOS E E D B PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.0 112.4 29.6 18.0 112.4 29.6 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 12.0 71.0 58.0 12.0 71.0 58.0 Max Q Clear Time (g_c+I1), s 14.0 7.8 22.2 14.0 9.4 17.4 Green Ext Time (p_c), s 0.0 3.2 0.4 0.0 2.2 1.1 Intersection Summary HCM 2010 Ctrl Delay 38.9 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 14: NW 12th Ave & NW 14th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations ft 4 ft, ri i ftera Traffic Volume (vph) 140 513 220 389 247 844 603 147 753 Future Volume (vph) 140 513 220 389 247 844 603 147 753 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 20.0 45.0 30.0 55.0 23.0 62.0 30.0 23.0 62.0 Total Split (%) 12.5% 28.1% 18.8% 34.4% 14.4% 38.8% 18.8% 14.4% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St 01 lir 02 4R} )11 3 04 23s [U6Zs} 2ds •55s 05 1 06 4R; if 107 -0'38 23s •62s I =30s F.45s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary 14: NW 12th Ave & NW 14th St Future Backgro Condit A.M. IV Ib dair- 1 14.E Completion of staff renew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary At EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 'Pi ft 140 513 212 220 140 513 212 220 3 8 18 7 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1863 1863 1900 1863 144 529 219 227 1 2 0 1 0.97 0.97 0.97 0.97 2 2 2 2 276 564 233 252 0.07 0.23 0.23 0.11 1774 2446 1009 1774 144 382 366 227 1774 1770 1685 1774 9.8 33.9 34.1 15.4 9.8 33.9 34.1 15.4 1.00 0.60 1.00 276 408 389 252 0.52 0.94 0.94 0.90 289 420 400 312 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 43.3 60.4 60.5 43.7 0.6 27.8 29.7 21.7 0.0 0.0 0.0 0.0 4.8 19.7 19.1 9.0 43.9 88.2 90.2 65.4 D F F E 892 81.8 F 1 1 23.0 7.0 16.0 16.0 0.0 2 2 68.5 7.0 55.0 20.8 2.5 3 3 18.8 7.0 13.0 11.8 0.0 4 4 49.6 7.0 48.0 25.5 3.0 144 389 166 247 844 603 147 389 166 247 844 603 147 4 14 1 6 16 5 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1863 1900 1863 1863 1863 1863 1863 401 '171 255 870 622 152 776 2 0 1 2 1 1 3 0.97 0.97 0.97 0.97 0.97 0.97 0.97 2 2 2 2 2 2 2 647 273 383 1485 838 251 1650 0.27 0.27 0.13 0.56 0.56 0.09 0.51 2429 1023 1774 3539 1583 1774 4291 817 291 281 255 870 622 152 612 313 1770 1682 1774 1770 1583 1774 1695 1719 23.1 23.5 14.0 25.8 47.2 8.3 18.6 18.8 23.1 23.5 14.0 25.8 47.2 8.3 18.6 18.8 0.61 1.00 1.00 1.00 0.48 472 448 383 1485 838 251 1304 661 0.62 0.63 0.67 0.59 0.74 0.61 0.47 0.47 531 505 383 1485 838 313 1304 661 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 51.5 51.7 25.6 26.2 22.0 28.1 28.6 28.6 1.5 1.7 3.5 1.7 5.9 0.8 1.1 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.5 11.1 7.1 12.9 21.9 4.1 8.8 9.2 53.0 53.4 29.1 27.9 27.9 28.9 29.7 30.9 D D C C C C C C 799 1747 1077 56.7 28.1 29.9 E C C PZ-1 -263 01/sRR 5 5 17.4 7.0 16.0 10.3 0.1 6 6 74.1 7.0 55.0 49.2 1.8 7 7 24.5 7.0 23.0 17.4 0.2 8 8 43.9 7.0 38.0 36.1 0.8 R 753 753 2 0 SEW 145 145 12 0 1.00 1.00 1900 149 0 0.97 2 314 0.51 HCM 2010 Ctrl Delay HCM 2010 LOS 44.2 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 P.M. Peak Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 1: NW 12th Ave & NW 28th St Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary At EBL EBT EBR WBL WBT WBR NBL NBT SBL S t fir 4 fir 11 144 11 144 66 116 60 8 169 106 109 1357 51 650 66 116 60 8 169 106 109 1357 51 650 Perm NA Perm Perm NA Perm Perm NA Perm NA 8 4 6 2 8 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 None None None None None None C-Max C-Max C-Max C-Max Condit'eiY"t P.M. IV Ib 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St # 02 (R) ■ 1- 04 76s 14s 06 (R) 8 %E s -4s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 1: NW 12th Ave & NW 28th St Condit P.M. IV Ib 1 14.E Completion of stall reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miami Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation .1 decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4 fir 4 fir j 1) Traffic Volume (veh/h) 66 116 60 8 169 106 109 1357 25 51 650 78 Future Volume (veh/h) 66 116 60 8 169 106 109 1357 25 51 650 78 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 69 122 63 8 178 '112 115 1428 26 54 684 82 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 41 55 501 31 388 451 420 2074 38 202 1857 222 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 Sat Flow, veh/h 0 173 1583 0 1225 1425 699 3556 65 364 3184 381 Grp Volume(v), veh/h 191 0 63 186 0 '112 115 710 744 54 380 386 Grp Sat Flow(s),veh/h/In 173 0 1583 1225 0 1425 699 1770 1851 364 1770 1795 Q Serve(g_s), s 0.0 0.0 3.4 0.0 0.0 7.0 7.9 23.1 23.2 10.7 8.1 8.1 Cycle Q Clear(g_c), s 38.0 0.0 3.4 38.0 0.0 7.0 16.0 23.1 23.2 33.9 8.1 8.1 Prop In Lane 0.36 1.00 0.04 1.00 1.00 0.03 1.00 0.21 Lane Grp Cap(c), veh/h 96 0 501 419 0 451 420 1032 1080 202 1032 1047 V/C Ratio(X) 2.00 0.00 0.13 0.44 0.00 0.25 0.27 0.69 0.69 0.27 0.37 0.37 Avail Cap(c_a), veh/h 96 0 501 419 0 451 420 1032 1080 202 1032 1047 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.81 0.81 0.81 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.2 0.0 29.2 31.8 0.0 30.4 9.0 8.2 8.2 16.4 6.5 6.5 Incr Delay (d2), s/veh 482.9 0.0 0.1 0.5 0.0 0.2 1.3 3.0 2.9 3.2 1.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 16.0 0.0 1.5 4.8 0.0 2.8 1.6 12.0 12.5 1.2 4.1 4.2 LnGrp Delay(d),s/veh 522.1 0.0 29.3 32.4 0.0 30.6 10.3 11.2 11.1 19.6 7.5 7.5 LnGrp LOS F C C CBBBB A A Approach Vol, veh/h 254 298 1569 820 Approach Delay, s/veh 399.9 31.7 1'1.1 8.3 Approach LOS F C B A PZ-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 IEW Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 35.9 40.0 25.2 40.0 Green Ext Time (p_c), s 2.4 0.0 4.7 0.0 Intersection Summary HCM 2010 Ctrl Delay 46.0 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 AWSC Future Backgro 2: NW 13th Ave & NW 22nd St Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Condit P.M. IV Ib 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF 1EW Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4"ra Traffic Vol, veh/h 6 45 8 0 0 0 0 54 42 1 18 0 Future Vol, veh/h 6 45 8 0 0 0 0 54 42 1 18 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 50 9 0 0 0 0 60 47 1 20 0 Number of Lanes 0 2 0 0 0 0 0 1 0 0 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 7.6 7.3 7.3 HCM LOS A A A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % Vol Thru, % Vol Right, % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th-tile Q 0% 21% 0% 5% 56% 79% 74% 95% 44% 0% 26% 0% Stop Stop Stop Stop 96 29 31 19 0 6 0 1 54 23 23 18 42 0 8 0 107 32 34 21 2 7 7 2 0.113 0.043 0.043 0.024 3.799 4.862 4.573 4.137 Yes Yes Yes Yes 935 734 780 856 1.856 2.607 2.317 2.207 0.114 0.044 0.044 0.025 7.3 7.8 7.5 7.3 A A A A 0.4 0.1 0.1 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 3: NW 12th Ave & NW 22nd St Lane Group EBL EBT WBL WBT NBT SBL SBT Lane Configurations "i 1'"+i i +1' Traffic Volume (vph) 44 8 18 0 1350 26 612 Future Volume (vph) 44 8 18 0 1350 26 612 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 35.0 35.0 25.0 25.0 80.0 80.0 80.0 Total Split (%) 25.0% 25.0% 17.9% 17.9% 57.1% 57.1 % 57.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max Intersection Summary 4 2 3 3 4 4 6 2 2 Condit'eiY"t P.M. IV Ib 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 140 Actuated Cycle Length: 140 Offset: 63 (45%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St (R) IE.35s 411- 04 ? 80 s 25s At 4 80 s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM Signalized Intersection Capacity Analysis Future Backgro 3: NW 12th Ave & NW 22nd St Q Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S Lane Configurations "i ) Traffic Volume (vph) 44 8 17 18 0 91 0 1350 11 26 Future Volume (vph) 44 8 17 18 0 91 0 1350 11 26 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.90 0.89 1.00 1.00 Flt Protected 0.95 1.00 0.99 1.00 0.95 Satd. Flow (prot) 1770 1673 1639 3535 1770 Flt Permitted 0.95 1.00 U.94 1.00 0.14 Satd. Flow (perm) 1770 1673 1546 3535 255 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 49 9 19 20 0 '101 0 1500 12 29 RTOR Reduction (vph) 0 18 0 0 95 0 0 0 0 0 Lane Group Flow (vph) 49 10 0 0 26 0 0 1512 0 29 Turn Type Split NA Perm NA NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 2 Actuated Green, G (s) 7.8 7.8 8.7 105.5 105.5 105.5 Effective Green, g (s) 7.8 7.8 8.7 105.5 105.5 105.5 Actuated gIC Ratio 0.06 0.06 0.06 0.75 0.75 0.75 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 98 93 96 2663 192 2666 v/s Ratio Prot c0.03 0.01 c0.43 0.19 v/s Ratio Perm c0.02 0.11 v/c Ratio 0.50 0.11 0.27 0.57 0.15 0.26 Uniform Delay, d1 64.2 62.8 62.6 7.4 4.8 5.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.9 0.4 0.6 0.9 1.7 0.2 Delay (s) 67.1 63.2 63.2 8.3 6.5 5.5 Level of Service E E E A A A Approach Delay (s) 65.7 63.2 8.3 5.5 Approach LOS E E A A Intersection Summary Condit P.M. IV Ib 1 14.E Compleionofstallreiewind;catespermltapptieation r fits Im is pmentap,1ta nedto be sheyufdiami 0,010 Thlspennitaokat IIr Htobescheduledbra public gin accordance melines set forth in the City of Miami The applicable decision-maltingbrenderl renew the permit application at the pubrhearing and render either a a recommendation or a final decision. HCM 2000 Control Delay 12.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.54 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group tIz,iffga3 tAL 01/22/19 IEW G 612 1900 6.0 0.95 1.00 1.00 3539 1.00 3539 0.90 0.90 680 0 0 0 680 0 NA 2 1900 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 TWSC Future Backgro 4: NW 13th Ave & NW 21 st Terr Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Condit P.M. IV Ib 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` % P7-18-963 01/22/19 RF 1EW Lane Configurations ifyir 4 "i Traffic Vol, veh/h 2 7 7 88 21 4 Future Vol, veh/h 2 7 7 88 21 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 8 8 105 25 5 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 149 28 30 0 - 0 Stage 1 28 Stage 2 121 Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 843 1047 1583 Stage 1 995 - Stage 2 904 Platoon blocked, % Mov Cap-1 Maneuver 839 1047 1583 Mov Cap-2 Maneuver 839 - - - - - Stage 1 990 - - - Stage 2 904 - - - Approach EB NB SB HCM Control Delay, s 8.7 0.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1583 - 992 HCM Lane V/C Ratio 0.005 - 0.011 HCM Control Delay (s) 7.3 0 8.7 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0 - 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 TWSC Future Backgro 5: NW 12th Ave & NW 21 st Terr Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Condit P.M. IV Ib 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit a recommendation at the pubra Mang and render either a recommendation or a final decision. ` % P7-18-963 01/22/19 RF 1EW Lane Configurations fir 4"i +1' Traffic Vol, veh/h 0 29 1286 11 0 670 Future Vol, veh/h 0 29 1286 11 0 670 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 31 1383 12 0 720 Major/Minor Minorl Majorl Major2 Conflicting Flow All 698 0 0 - Stage 1 Stage 2 Critical Hdwy 5 - Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy - 3 - Pot Cap-1 Maneuver 0 600 0 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 600 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 11.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - 600 HCM Lane V/C Ratio - 0.052 HCM Control Delay (s) - 11.3 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.2 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 TWSC Future Backgro 6: NW 13th Ave & NW 21 st St Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condit P.M. IV Ib 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` % P7-18-963 01/22/19 RF 1EW Lane Configurations Traffic Vol, veh/h 4 12 25 10 7 9 17 76 22 6 25 3 Future Vol, veh/h 4 12 25 10 7 9 17 76 22 6 25 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - CI - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 13 28 11 8 10 19 84 24 7 28 3 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 187 190 30 198 179 96 31 0 0 108 0 Stage1 44 44 - 134 134 Stage 2 143 146 - 64 45 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 895 920 1154 880 934 1058 1582 - 1483 Stage1 1150 1150 - 1053 1053 - - Stage 2 998 1019 - 1105 1141 - - Platoon blocked, % Mov Cap-1 Maneuver 869 903 1154 838 917 1058 1582 - 1483 Mov Cap-2 Maneuver 869 903 - 838 917 - - Stage1 1135 1144 - 1039 1039 - - Stage 2 968 1006 - 1061 1135 - - Approach EB WB NB SB HCM Control Delay, s 8.6 9 1.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 1.3 Capacity (veh/h) 1582 - - 1037 926 1483 HCM Lane V/C Ratio 0.012 - 0.044 0.031 0.004 HCM Control Delay (s) 7.3 0 - 8.6 9 7.4 0 HCM Lane LOS A A - A A A A HCM 95th %tile Q(veh) 0 - 0.1 0.1 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 TWSC Future Backgro 7: NW 12th Ave & NW 21 st St Intersection Int Delay, s/veh Movement 0.1 EBL EBR NBL NBT SBT SBR Condit P.M. IV Ib 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` % P7-18-963 01/22/19 RF 1EW Lane Configurations ft ft Traffic Vol, veh/h 0 25 0 1286 688 0 Future Vol, veh/h 0 25 0 1286 688 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 26 0 1354 724 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All - 362 0 - 0 Stage 1 - - - Stage 2 Critical Hdwy 5 - - - - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - 3 - - - - Pot Cap-1 Maneuver 0 841 0 - - 0 Stage 1 0 0 - - 0 Stage 2 0 0 - - 0 Platoon blocked, % - Mov Cap-1 Maneuver - 841 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 9.4 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 841 HCM Lane V/C Ratio - 0.031 HCM Control Delay (s) - 9.4 HCM Lane LOS - A HCM 95th %tile Q(veh) - 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Future Backgro 8: NW 20th St & NW 17th Avenue f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Q J� 0 Lane Configurations vi vi 4 r vi 4' Traffic Volume (vph) 137 610 136 1126 115 420 98 101 327 93 Future Volume (vph) 137 610 136 1126 115 420 98 101 327 93 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 21.0 71.0 21.0 71.0 18.0 50.0 50.0 18.0 50.0 50.0 Total Split (%) 13.1% 44.4% 13.1% 44.4% 11.3% 31.3% 31.3% 11.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 Condit P.M. IV Ib 1 14.E 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RFVI EW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 150 (94%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 1 1'111.03 t04 41I- 02 (R) 21s 71s 1 18 s 150s , 1(05 07 T 08 436 CR) 21s 71s 1 • m18s 50s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 8: NW 20th St & NW 17th Avenue A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'" i 4 ri vi Traffic Volume (veh/h) 137 610 97 136 1126 101 115 420 98 101 327 93 Future Volume (veh/h) 137 610 97 136 1126 101 115 420 98 101 327 93 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 141 629 100 140 1161 '104 119 433 101 104 337 96 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 253 1511 240 425 1622 '145 226 462 393 162 450 382 Arrive On Green 0.07 0.66 0.66 0.07 0.66 0.66 0.06 0.25 0.25 0.06 0.24 0.24 SatFlow,veh/h 1774 3061 486 1774 3286 294 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 141 363 366 140 624 641 119 433 101 104 337 96 Grp Sat Flow(s),veh/h/In 1774 1770 1777 1774 1770 1811 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 6.3 15.5 15.6 6.3 36.6 36.7 8.0 36.4 8.2 7.0 26.8 7.8 Cycle Q Clear(g_c), s 6.3 15.5 15.6 6.3 36.6 36.7 8.0 36.4 8.2 7.0 26.8 7.8 Prop In Lane 1.00 0.27 1.00 0.16 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 253 874 877 425 873 894 226 462 393 162 450 382 V/C Ratio(X) 0.56 0.42 0.42 0.33 0.72 0.72 0.53 0.94 0.26 0.64 0.75 0.25 Avail Cap(c_a), veh/h 326 874 877 498 873 894 249 512 435 196 512 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.69 0.69 0.69 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.7 16.6 16.6 18.5 20.2 20.2 44.1 58.9 48.3 46.3 56.2 49.0 Incr Delay (d2), s/veh 0.7 1.5 1.5 0.1 3.5 3.4 0.7 23.5 0.3 2.7 4.9 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.1 7.9 8.0 3.0 18.4 18.9 4.0 21.8 3.6 3.6 14.4 3.5 LnGrp Delay(d),s/veh 24.4 18.0 18.0 18.6 23.7 23.7 44.8 82.4 48.6 49.1 61.0 49.2 LnGrp LOS CB B B C CD F D D E D Approach Vol, veh/h 870 1405 653 537 Approach Delay, s/veh 19.1 23.2 70.3 56.6 Approach LOS B C E E Condit P.M. IV Ib 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR 1EW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.4 85.0 14.9 45.7 14.4 85.0 16.0 44.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 65.0 12.0 44.0 15.0 65.0 12.0 44.0 Max Q Clear Time (g_c+I1), s 8.3 38.7 9.0 38.4 8.3 17.6 10.0 28.8 Green Ext Time (p_c), s 0.1 3.3 0.0 1.3 0.1 1.7 0.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 36.2 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 9: NW 14th AVe & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi vi1' 4 r Traffic Volume (vph) 47 633 103 1045 305 384 355 15 94 Future Volume (vph) 47 633 103 1045 305 384 355 15 94 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 79.0 21.0 79.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 13.1% 49.4% 13.1% 49.4% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 Condit'eiY"t P.M. IV Ib 1 14.E Completion of staff re.winiicates permitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body render renew the permit appncanth on at e public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 154 (96%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St 01 04 02 (R) 21s 179s 60s 1 05 ■ 08 6 (R) 21s I .9s 1 60s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 9: NW 14th AVe & NW 20th St Condit P.M. IV Ib 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miami Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"i 4 ri Traffic Volume (veh/h) 47 633 101 103 1045 28 305 384 355 15 Future Volume (veh/h) 47 633 101 103 1045 28 305 384 355 15 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 Adj Flow Rate, veh/h 49 666 106 108 1100 29 321 404 374 16 99 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 276 1553 247 404 1828 48 283 629 534 47 272 Arrive On Green 0.04 0.68 0.68 0.06 0.69 0.69 0.34 0.34 0.34 0.34 0.34 SatFlow,veh/h 1774 3060 486 1774 3523 93 1229 1863 1583 66 805 Grp Volume(v), veh/h 49 385 387 108 552 577 321 404 374 169 0 Grp Sat Flow(s),veh/h/In 1774 1770 1777 1774 1770 1846 1229 1863 1583 1280 0 Q Serve(g_s), s 2.1 15.9 15.9 4.7 26.5 26.5 23.2 29.4 32.8 1.4 0.0 Cycle Q Clear(g_c), s 2.1 15.9 15.9 4.7 26.5 26.5 54.0 29.4 32.8 30.8 0.0 Prop In Lane 1.00 0.27 1.00 0.05 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 276 898 902 404 918 958 283 629 534 457 V/C Ratio(X) 0.18 0.43 0.43 0.27 0.60 0.60 1.14 0.64 0.70 0.37 Avail Cap(c_a), veh/h 387 898 902 495 918 958 283 629 534 457 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.90 0.93 0.93 0.93 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.4 15.4 15.4 17.9 16.0 16.0 64.6 44.8 46.0 39.3 Incr Delay (d2), s/veh 0.1 1.3 1.3 0.1 2.7 2.6 95.4 2.6 4.4 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.0 8.1 8.1 2.3 13.4 14.0 20.0 15.6 15.0 5.6 LnGrp Delay(d),s/veh 19.5 16.7 16.7 18.1 18.8 18.7 160.0 47.4 50.4 40.0 LnGrp LOS BBBBR BF ODD R PZ-1 -263 01/sRR 1EW 94 51 94 51 8 18 0 0 1.00 1.00 1900 54 0 0.95 2 138 0.34 409 0 0 0.0 0.0 0.32 0 0 0.00 0.00 0 0 1.00 1.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Approach Vol, veh/h 821 1237 1099 169 Approach Delay, s/veh 16.9 18.7 8'1.3 40.0 Approach LOS B B F D Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.0 89.0 60.0 12.8 87.2 60.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 73.0 54.0 15.0 73.0 54.0 Max Q Clear Time (g_c+I1), s 4.1 28.5 56.0 6.7 17.9 32.8 Green Ext Time (p_c), s 0.0 2.8 0.0 0.1 1.8 1.3 Intersection Summary HCM 2010 Ctrl Delay 40.0 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 10: NW 13th Ave & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi Traffic Volume (vph) 79 883 7 1093 14 3 18 14 2 58 Future Volume (vph) 79 883 7 1093 14 3 18 14 2 58 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 21.0 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 89.0 89.0 21.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 55.6% 55.6% 13.1% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 4 8 8 Condit'eiY"t P.M. IV Ib 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 84 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St (R) ■ 104 02 110 s 50Is 5434 T 08 (R) 21 s 189 s 50 s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary Future Backgro 10: NW 13th Ave & NW 20th St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"i 4 fir Traffic Volume (veh/h) 79 883 12 7 1093 64 14 3 18 14 Future Volume (veh/h) 79 883 12 7 1093 64 14 3 18 14 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1900 1863 1863 1900 1863 Adj Flow Rate, veh/h 81 901 12 7 1115 65 14 3 18 14 2 Adj No. of Lanes 1 2 0 1 2 0 0 1 1 0 1 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 364 2410 32 495 2525 '147 49 7 289 50 5 Arrive On Green 0.90 0.90 0.90 0.04 0.99 0.99 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 473 3576 48 1774 3399 '198 42 36 1583 45 25 Grp Volume(v), veh/h 81 446 467 7 580 600 17 0 18 16 0 Grp Sat Flow(s),veh/h/In 473 1770 1854 1774 1770 1828 78 0 1583 70 0 Q Serve(g_s), s 3.7 6.3 6.3 0.2 1.1 1.1 1.1 0.0 1.5 1.1 0.0 Cycle Q Clear(g_c), s 3.7 6.3 6.3 0.2 1.1 1.1 29.2 0.0 1.5 29.2 0.0 Prop In Lane 1.00 0.03 1.00 0.11 0.82 1.00 0.87 Lane Grp Cap(c), veh/h 364 1193 1250 495 1314 1358 55 0 289 55 0 V/C Ratio(X) 0.22 0.37 0.37 0.01 0.44 0.44 0.31 0.00 0.06 0.29 0.00 Avail Cap(c_a), veh/h 364 1193 1250 606 1314 1358 186 0 435 188 0 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.89 0.89 0.89 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 2.9 3.0 3.0 6.4 0.3 0.3 71.2 0.0 54.1 73.7 0.0 Incr Delay (d2), s/veh 1.3 0.8 0.8 0.0 0.1 0.1 6.5 0.0 0.2 6.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 3.1 3.2 0.1 0.3 0.4 0.9 0.0 0.7 0.8 0.0 LnGrp Delay(d),s/veh 4.1 3.8 3.8 6.5 0.4 0.4 77.8 0.0 54.3 79.8 0.0 LnGrp LOS A A A A A A E D E Approach Vol, veh/h 994 1187 35 75 Approach Delay, s/veh 3.8 0.4 65.7 61.3 Approach LOS A A E E Condit'eiY"t P.M. IV Ib 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 2 8 0 58 58 18 0 1.00 1.00 1863 59 1 0.98 2 289 0.18 1583 59 1583 5.1 5.1 1.00 289 0.20 435 1.00 1.00 55.6 0.7 0.0 2.3 56.3 E Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 123.8 36.2 11.0 112.8 36.2 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 15.0 * 84 44.0 Max Q Clear Time (g_c+11), s 3.1 31.2 2.2 8.3 31.2 Green Ext Time (p_c), s 3.0 0.1 0.0 2.8 0.3 Intersection Summary HCM 2010 Ctrl Delay 4.9 HCM 2010 LOS A Notes K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 11: NW 12th Ave & NW 20th St Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 1 14 fir i 1" i Traffic Volume (vph) 187 603 161 906 164 918 215 94 474 Future Volume (vph) 187 603 161 906 164 918 215 94 474 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Condit'eiY"t P.M. IV Ib 1 14.E Completion of staff re.winiicates permitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body render renew the permit appncanth on at e public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 144 (90%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St 01 ■ 02 (R) 03 1 4 20s ,62s T 121s 57s 05 IO6(R) 167 8 20s .62s i i21s 57s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 11: NW 12th Ave & NW 20th St Condit P.M. IV Ib 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'"+i ft, ri vi Traffic Volume (veh/h) 187 603 129 161 906 155 164 918 215 94 474 129 Future Volume (veh/h) 187 603 129 161 906 155 164 918 215 94 474 129 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 197 635 136 169 954 '163 173 966 226 99 499 136 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 211 959 205 267 953 '163 155 1312 711 118 964 261 Arrive On Green 0.03 0.11 0.11 0.16 0.63 0.63 0.12 0.49 0.49 0.09 0.47 0.47 SatFlow,veh/h 1774 2902 621 1774 3025 516 1774 3539 1583 1774 2754 747 Grp Volume(v), veh/h 197 387 384 169 558 559 173 966 226 99 320 315 Grp Sat Flow(s),veh/h/In 1774 1770 1753 1774 1770 1772 1774 1770 1583 1774 1770 1731 Q Serve(g_s), s 13.7 33.6 33.7 10.5 50.4 50.4 14.0 34.8 12.5 8.8 20.3 20.6 Cycle Q Clear(g_c), s 13.7 33.6 33.7 10.5 50.4 50.4 14.0 34.8 12.5 8.8 20.3 20.6 Prop In Lane 1.00 0.35 1.00 0.29 1.00 1.00 1.00 0.43 Lane Grp Cap(c), veh/h 211 585 580 267 557 558 155 1312 711 118 619 606 V/C Ratio(X) 0.93 0.66 0.66 0.63 1.00 1.00 1.11 0.74 0.32 0.84 0.52 0.52 Avail Cap(c_a), veh/h 211 585 580 295 557 558 155 1312 711 155 619 606 HCM Platoon Ratio 0.33 0.33 0.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.97 0.97 0.97 0.67 0.67 0.67 0.88 0.88 0.88 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.7 62.7 62.7 33.4 29.6 29.6 70.7 34.3 22.4 72.0 33.2 33.3 Incr Delay (d2), s/veh 41.8 2.2 2.2 1.6 31.3 31.5 101.7 3.3 1.0 20.2 3.1 3.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 11.2 16.8 16.7 5.2 29.0 29.1 11.2 17.4 5.7 5.0 10.5 10.4 LnGrp Delay(d),s/veh 95.5 64.8 64.9 35.1 60.9 Ei1.1 172.4 37.6 23.4 92.3 36.3 36.5 LnGrp LOS F E E D F F F D C F D D Approach Vol, veh/h 968 1286 1365 734 Approach Delay, s/veh 71.1 57.6 52.3 43.9 Approach LOS E E D D Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR 1EW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.0 62.0 21.0 57.0 16.7 65.3 18.5 59.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 16.0 22.6 15.7 52.4 10.8 36.8 12.5 35.7 Green Ext Time (p_c), s 0.0 1.4 0.0 0.0 0.0 2.8 0.1 1.6 Intersection Summary HCM 2010 Ctrl Delay 56.6 HCM 2010 LOS E Notes K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 12: Bob Hope Dr/NW 10th Ave & NW 20th St c 4- t 1Y Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 1 "+i i " i Traffic Volume (vph) 183 613 37 699 387 389 46 68 Future Volume (vph) 183 613 37 699 387 389 46 68 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 70.0 21.0 70.0 21.0 48.0 21.0 48.0 Total Split (%) 13.1% 43.8% 13.1% 43.8% 13.1% 30.0% 13.1% 30.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary Condit'eiY"t P.M. IV Ib 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 70 (44%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 01 '1/4411.03 t04 02 (R) 21 s 70 s I I2 1 s s 1 05 07 T 08 436 (R) 21s 1 70s 1 m21s n98s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 12: Bob Hope Dr/NW 10th Ave & NW 20th St Q A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"+i "i ) Traffic Volume (veh/h) 183 613 138 37 699 85 387 389 136 46 Future Volume (veh/h) 183 613 138 37 699 85 387 389 136 46 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 195 652 147 39 744 90 412 414 145 49 72 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 408 1525 343 386 1557 '188 359 346 121 99 160 Arrive On Green 0.09 0.71 0.71 0.03 0.65 0.65 0.09 0.26 0.26 0.03 0.20 SatFlow,veh/h 1774 2872 647 1774 3180 385 1774 1319 462 1774 802 Grp Volume(v), veh/h 195 401 398 39 414 420 412 0 559 49 0 Grp Sat Flow(s),veh/h/In 1774 1770 1749 1774 1770 1795 1774 0 1781 1774 0 Q Serve(g_s), s 8.7 15.3 15.3 1.7 18.9 19.0 15.0 0.0 42.0 3.5 0.0 Cycle Q Clear(g_c), s 8.7 15.3 15.3 1.7 18.9 19.0 15.0 0.0 42.0 3.5 0.0 Prop In Lane 1.00 0.37 1.00 0.21 1.00 0.26 1.00 Lane Grp Cap(c), veh/h 408 940 929 386 866 879 359 0 468 99 0 V/C Ratio(X) 0.48 0.43 0.43 0.10 0.48 0.48 1.15 0.00 1.20 0.49 0.00 Avail Cap(c_a), veh/h 455 940 929 506 866 879 359 0 468 211 0 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.77 0.77 0.77 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 18.2 13.3 13.3 19.3 17.5 17.6 56.9 0.0 59.0 52.0 0.0 Incr Delay (d2), s/veh 0.2 1.1 1.1 0.0 1.9 1.9 93.7 0.0 107.3 1.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.2 7.6 7.5 0.8 9.7 9.8 17.8 0.0 34.6 1.8 0.0 LnGrp Delay(d),s/veh 18.4 14.3 14.4 19.3 19.4 19.4 150.5 0.0 166.3 53.4 0.0 LnGrp LOS BBBB B B F F D Approach Vol, veh/h 994 873 971 202 Approach Delay, s/veh 15.2 19.4 159.6 56.1 Approach LOS B B F E Timer 1 2 3 4 5 6 7 8 R 68 68 8 0 Condit P.M. IV Ib 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miami Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. PZ-1 -263 01/sRR 1EW 76 76 18 0 1.00 1.00 1900 81 0 0.94 2 180 0.20 902 153 1704 12.6 12.6 0.53 340 0.45 447 1.00 1.00 56.3 0.7 0.0 6.0 57.0 E Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 16.8 84.3 10.9 48.0 10.1 91.0 21.0 37.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 64.0 15.0 42.0 15.0 64.0 15.0 42.0 Max Q Clear Time (g_c+I1), s 10.7 21.0 5.5 44.0 3.7 17.3 17.0 14.6 Green Ext Time (p_c), s 0.1 1.9 0.0 0.0 0.0 1.9 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 65.2 HCM 2010 LOS E K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 13: NW 12th Ave & NW 16th St f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations t+ 1 fir 11 144 11 +1'" i Traffic Volume (vph) 71 14 123 52 154 33 1083 54 679 Future Volume (vph) 71 14 123 52 154 33 1083 54 679 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 19.0 19.0 96.0 19.0 96.0 Total Split (%) 36.1% 36.1% 36.1% 36.1% 10.6% 10.6% 53.3% 10.6% 53.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Condit'eiY"t P.M. IV Ib 1 14.E Completion of staff re.winiicates permitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body render renew the permit appncanth on at e public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 48 (27%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St 01 lir 02 (R) ■ 04 19s I96s 65s ' 05 l'06 (R) D8 19s I 196s I 65s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary Future Backgro 13: NW 12th Ave & NW 16th St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Condit'eiY"t P.M. IV Ib 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Lane Configurations "i 1 fir 11 144 11 4' Traffic Volume (veh/h) 71 14 72 123 52 154 33 1083 61 54 679 65 Future Volume (veh/h) 71 14 72 123 52 154 33 1083 61 54 679 65 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 75 15 76 129 55 '162 35 1140 64 57 715 68 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 3 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 200 44 222 188 305 323 45 2352 132 72 3335 315 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.03 0.92 0.92 0.05 0.94 0.94 SatFlow,veh/h 1160 268 1356 1300 1863 1583 1774 3407 191 1774 4727 447 Grp Volume(v), veh/h 75 0 91 129 55 '162 35 592 612 57 511 272 Grp Sat Flow(s),veh/h/In 1160 0 1623 1300 1863 1583 1774 1770 1829 1774 1695 1784 Q Serve(g_s), s 10.7 0.0 8.9 17.6 4.6 16.3 3.5 8.9 8.9 5.7 2.1 2.1 Cycle Q Clear(g_c), s 15.3 0.0 8.9 26.5 4.6 16.3 3.5 8.9 8.9 5.7 2.1 2.1 Prop In Lane 1.00 0.84 1.00 1.00 1.00 0.10 1.00 0.25 Lane Grp Cap(c), veh/h 200 0 266 188 305 323 45 1222 1263 72 2391 1258 V/C Ratio(X) 0.37 0.00 0.34 0.69 0.18 0.50 0.78 0.48 0.48 0.79 0.21 0.22 Avail Cap(c_a), veh/h 384 0 523 394 600 574 128 1222 1263 128 2391 1258 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.78 0.78 0.78 0.82 0.82 0.82 Uniform Delay (d), s/veh 71.5 0.0 66.7 78.4 64.9 63.5 86.5 2.6 2.6 84.4 1.7 1.7 Incr Delay (d2), s/veh 0.9 0.0 0.6 3.3 0.2 0.9 8.0 1.1 1.0 5.9 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.5 0.0 4.1 6.5 2.4 7.2 1.8 4.4 4.5 2.9 0.9 1.0 LnGrp Delay(d),s/veh 72.3 0.0 67.3 81.7 65.1 64.4 94.5 3.7 3.7 90.3 1.9 2.0 LnGrp LOS E E F E E F A A F A A Approach Vol, veh/h 166 346 1239 840 Approach Delay, s/veh 69.5 71.0 6.3 7.9 Approach LOS E E A A PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.6 133.0 36.5 13.3 130.3 36.5 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 13.0 90.0 58.0 13.0 90.0 58.0 Max Q Clear Time (g_c+I1), s 5.5 4.1 28.5 7.7 10.9 17.3 Green Ext Time (p_c), s 0.0 2.0 0.9 0.0 3.1 0.7 Intersection Summary HCM 2010 Ctrl Delay 19.5 HCM 2010 LOS B K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 14: NW 12th Ave & NW 14th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations ft 4 ft, ri i ftera Traffic Volume (vph) 149 173 375 492 192 811 184 98 880 Future Volume (vph) 149 173 375 492 192 811 184 98 880 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 31.0 56.0 31.0 56.0 22.0 71.0 31.0 22.0 71.0 Total Split (%) 17.2% 31.1% 17.2% 31.1% 12.2% 39.4% 17.2% 12.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary Condit'eiY"t P.M. Net 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 16 (9%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St 2Z s 0 01 05 �71s lir oa (R) 3 04 31s 56 s } 1 06 4R) ir 'i 07 8 22s �71s 1 m31N 56s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Oa pUBLIC HCM 2010 Signalized Intersection Summary Future Backgro 14: NW 12th Ave & NW 14th St Condit P.M. IV Ib 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations ft 1'"+i +1 ri vi 1' Traffic Volume (veh/h) 149 173 204 375 492 180 192 811 184 98 880 101 Future Volume (veh/h) 149 173 204 375 492 180 192 811 184 98 880 101 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 164 190 224 412 541 '198 211 891 202 108 967 111 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 212 331 296 328 596 217 347 1697 970 295 2073 237 Arrive On Green 0.09 0.19 0.19 0.13 0.23 0.23 0.10 0.64 0.64 0.06 0.60 0.60 SatFlow,veh/h 1774 1770 1583 1774 2542 927 1774 3539 1583 1774 4629 530 Grp Volume(v), veh/h 164 190 224 412 376 363 211 891 202 108 708 370 Grp Sat Flow(s),veh/h/In 1774 1770 1583 1774 1770 1699 1774 1770 1583 1774 1695 1769 Q Serve(g_s), s 13.3 17.6 24.1 24.0 37.2 37.4 11.7 24.7 7.5 6.0 21.0 21.1 Cycle Q Clear(g_c), s 13.3 17.6 24.1 24.0 37.2 37.4 11.7 24.7 7.5 6.0 21.0 21.1 Prop In Lane 1.00 1.00 1.00 0.55 1.00 1.00 1.00 0.30 Lane Grp Cap(c), veh/h 212 331 296 328 415 399 347 1697 970 295 1518 792 V/C Ratio(X) 0.78 0.57 0.76 1.26 0.91 0.91 0.61 0.52 0.21 0.37 0.47 0.47 Avail Cap(c_a), veh/h 296 482 431 328 482 463 360 1697 970 364 1518 792 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 55.3 66.6 69.3 54.9 67.0 67.1 24.3 21.4 10.4 25.6 24.4 24.4 Incr Delay (d2), s/veh 5.1 1.2 3.5 137.7 18.4 19.7 1.9 1.2 0.5 0.3 1.0 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.8 8.7 10.9 17.1 20.3 19.7 5.8 12.2 3.4 2.9 10.1 10.7 LnGrp Delay(d),s/veh 60.3 67.8 72.8 192.6 85.4 86.8 26.2 22.6 10.9 25.9 25.4 26.3 LnGrp LOS EEE F F F COBOOO Approach Vol, veh/h 578 1151 1304 1186 Approach Delay, s/veh 67.6 124.2 2'1.4 25.7 Approach LOS E F C C PZ-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 IEW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.7 87.6 22.5 49.2 15.0 93.3 31.0 40.7 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 15.0 64.0 24.0 49.0 15.0 64.0 24.0 49.0 Max Q Clear Time (g_c+I1), s 13.7 23.1 15.3 39.4 8.0 26.7 26.0 26.1 Green Ext Time (p_c), s 0.0 3.0 0.1 2.8 0.1 2.7 0.0 2.1 Intersection Summary HCM 2010 Ctrl Delay 57.0 HCM 2010 LOS E K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Background.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 Appendix K Future Total Conditions Analysis Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 A.M. Peak Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Future T 1: NW 12th Ave & NW 28th St Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary _ 1_ EBL EBT EBR WBL WBT WBR NBL NBT SBL S Q t fir 4 fir 11 tta tta 74 138 78 9 90 52 51 774 54 1329 74 138 78 9 90 52 51 774 54 1329 Perm NA Perm Perm NA Perm Perm NA Perm NA 8 4 6 2 8 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 None None None None None None C-Max C-Max C-Max C-Max Condit A.M. IV o 1 14.E 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance,. timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit application at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RF IEW Cycle Length: 120 Actuated Cycle Length: 120 Offset: 38 (32%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St # 02 (R) ■ 1- 04 76s -1#s 06 (R) 8 %E s -4s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 1: NW 12th Ave & NW 28th St • Q Condit A.M. IV o 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4 ri 4 fir j 1't+ ) Traffic Volume (veh/h) 74 138 78 9 90 52 51 774 22 54 1329 69 Future Volume (veh/h) 74 138 78 9 90 52 51 774 22 54 1329 69 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 81 152 86 10 99 57 56 851 24 59 1460 76 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 40 55 501 33 249 451 181 2051 58 378 1997 104 Arrive On Green 0.33 0.32 0.32 0.33 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 SatFlow,veh/h 0 175 1583 0 787 1425 337 3516 99 631 3423 178 Grp Volume(v), veh/h 233 0 86 109 0 57 56 428 447 59 753 783 Grp Sat Flow(s),veh/h/In 175 0 1583 787 0 1425 337 1770 1845 631 1770 1831 Q Serve(g_s), s 0.0 0.0 4.7 0.0 0.0 3.4 13.3 9.6 9.6 4.2 26.3 26.7 Cycle Q Clear(g_c), s 40.0 0.0 4.7 40.0 0.0 3.4 40.0 9.6 9.6 13.8 26.3 26.7 Prop In Lane 0.35 1.00 0.09 1.00 1.00 0.05 1.00 0.10 Lane Grp Cap(c), veh/h 99 0 501 295 0 451 181 1032 1076 378 1032 1068 V/C Ratio(X) 2.36 0.00 0.17 0.37 0.00 0.13 0.31 0.41 0.41 0.16 0.73 0.73 Avail Cap(c_a), veh/h 99 0 501 295 0 451 181 1032 1076 378 1032 1068 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.8 0.0 29.6 31.8 0.0 29.2 19.0 6.7 6.7 9.0 8.6 8.6 Incr Delay (d2), s/veh 642.7 0.0 0.1 0.6 0.0 0.1 4.1 1.1 1.1 0.9 4.5 4.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 20.8 0.0 2.1 2.6 0.0 1.4 1.4 5.0 5.2 0.8 13.9 14.4 LnGrp Delay(d),s/veh 681.5 0.0 29.7 32.4 0.0 29.3 23.1 7.8 7.8 9.8 13.1 13.1 LnGrp LOS F C C CC A A A BB Approach Vol, veh/h 319 166 931 1595 Approach Delay, s/veh 505.8 31.3 8.7 13.0 Approach LOS F C A B Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR I EW Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 28.7 42.0 42.0 42.0 Green Ext Time (p_c), s 4.9 0.0 2.8 0.0 Intersection Summary HCM 2010 Ctrl Delay 64.9 HCM 2010 LOS E K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 AWSC Future T 2: NW 13th Ave & NW 22nd St Intersection Intersection Delay, s/veh 9.7 Intersection LOS A Condi A.M. IV o 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF 1EW Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4t+ Traffic Vol, veh/h 17 53 84 171 0 0 29 55 141 22 57 0 Future Vol, veh/h 17 53 84 171 0 0 29 55 141 22 57 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 19 59 93 190 0 0 32 61 157 24 63 0 Number of Lanes 0 2 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay 8.9 10.4 9.9 9.1 HCM LOS A B A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % Vol Thru, % Vol Right, % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th-tile Q 13% 39% 0% 100% 28% 24% 61% 24% 0% 72% 63% 0% 76% 0% 0% Stop Stop Stop Stop Stop 225 44 111 171 79 29 17 0 171 22 55 27 27 0 57 141 0 84 0 0 250 48 123 190 88 2 7 7 5 2 0.32 0.077 0.171 0.278 0.127 4.609 5.744 5.009 5.258 5.217 Yes Yes Yes Yes Yes 775 619 708 676 680 2.675 3.528 2.792 3.34 3.302 0.323 0.078 0.174 0.281 0.129 9.9 9 8.8 10.4 9.1 A A A B A 1.4 0.2 0.6 1.1 0.4 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 3: NW 12th Ave & NW 22nd St 4- t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations " i 11 14"ri i +1' Traffic Volume (vph) 141 34 24 0 47 684 101 1086 Future Volume (vph) 141 34 24 0 47 684 101 1086 Turn Type Split NA Perm NA Perm NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 29.0 29.0 21.0 21.0 80.0 80.0 80.0 Total Split (%) 22.3% 22.3% 16.2% 16.2% 61.5% 61.5% 61.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary 4 6 2 3 3 4 4 6 6 2 2 16.0 22.0 80.0 61.5% 4.0 2.0 0.0 6.0 0 PUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 24 (18%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St ilr 2 ) 403 04 80 s T-1 29 s 21 s At 06 (R) 80s 71 • K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM Signalized Intersection Capacity Analysis Future T 3: NW 12th Ave & NW 22nd St • Q 0 PUBLIC O�v 46, Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S Lane Configurations "i 11 1) Traffic Volume (vph) 141 34 44 24 0 35 47 684 8 101 Future Volume (vph) 141 34 44 24 0 35 47 684 8 101 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.92 0.92 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.98 0.95 1.00 0.95 Satd. Flow (prot) 1770 1705 1680 1770 3533 1770 Flt Permitted 0.95 1.00 u.u3 0.16 1.00 0.34 Satd. Flow (perm) 1770 1705 1419 293 3533 629 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 157 38 49 27 0 39 52 760 9 112 RTOR Reduction (vph) 0 38 0 0 63 0 0 0 0 0 Lane Group Flow (vph) 157 49 0 0 3 0 52 769 0 112 Turn Type Split NA Perm NA Perm NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 6 2 Actuated Green, G (s) 16.3 16.3 5.9 89.8 89.8 89.8 89.8 Effective Green, g (s) 16.3 16.3 5.9 89.8 89.8 89.8 89.8 Actuated gIC Ratio 0.13 0.13 0.05 0.69 0.69 0.69 0.69 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 1.0 Lane Grp Cap (vph) 221 213 64 202 2440 434 2407 v/s Ratio Prot c0.09 0.03 0.22 c0.39 v/s Ratio Perm c0.00 0.18 0.18 v/c Ratio 0.71 0.23 0.05 0.26 0.32 0.26 0.56 Uniform Delay, d1 54.6 51.2 59.4 7.6 7.9 7.6 10.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.6 0.4 0.1 3.1 0.3 1.4 0.9 Delay (s) 64.2 51.6 59.5 10.6 8.3 9.0 11.1 Level of Service E D E B A A B Approach Delay (s) 59.7 59.5 8.4 10.9 Approach LOS E E A B Intersection Summary Condi A.M. IV Ib Wow- 1 14.E Compleionofstallreiewind;catespermltapptieation r fits Im is pmentap,1ta nedto be sheyufdiami 0,010 Thlspennitaokat IIr Htobescheduledbra public gin accordance melinea set forth in the City of Miami The applicabledecision-malting body will renew the permit application at Pie public hearing and render either a recommendation or a final decision. HCM 2000 Control Delay 16.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group SZ-1 t3 tAL 01/22/19 1EW 1086 1900 6.0 0.95 0.98 1.00 3485 1.00 3485 0.90 0.90 1207 138 0 0 1345 0 NA 2 1900 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report l�Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 4: NW 13th Ave & NW 21 st Terr Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condit A.M. IV o 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` 1 P7-18-963 01/22/19 RF 1EW Lane Configurations ' Traffic Vol, veh/h 64 0 15 0 0 0 14 185 29 4 213 64 Future Vol, veh/h 64 0 15 0 0 0 14 185 29 4 213 64 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - Veh in Median Storage, # - 0 - 0 0 Grade, % - 0 - - 0 - - CI - - 0 - Peak Hour Factor 84 92 84 92 92 92 84 84 92 92 84 84 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 76 0 18 0 0 0 17 220 32 4 254 76 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 570 - 292 330 0 0 252 0 0 Stage 1 300 - Stage 2 270 - Critical Hdwy 6.42 - 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 - 3.318 2.218 - 2.218 Pot Cap-1 Maneuver 483 0 747 1229 - 1313 Stage 1 752 0 - Stage 2 775 0 - Platoon blocked, % - Mov Cap-1 Maneuver 473 0 747 1229 - - 1313 Mov Cap-2 Maneuver 473 0 - Stage 1 737 0 - Stage 2 775 0 Approach EB NB SB HCM Control Delay, s 13.7 HCM LOS B 0.5 0.1 Minor Lane/Major Mvmt NBL NBT NBR EBLn1 SBL SBT SBR Capacity (veh/h) 1229 - - 508 1313 HCM Lane V/C Ratio 0.014 - 0.185 0.003 HCM Control Delay (s) 8 0 - 13.7 7.8 0 HCM Lane LOS A A - B A A HCM 95th %tile Q(veh) 0 - - 0.7 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 5: NW 12th Ave & NW 21 st Terr Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condit A.M. IV I� 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` 1 P7-18-963 01/22/19 RF 1EW Lane Configurations fir fir 144 ft Traffic Vol, veh/h 0 0 74 0 0 11 0 735 24 0 1113 50 Future Vol, veh/h 0 0 74 0 0 11 0 735 24 0 1113 50 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - 0 - 0 Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - CI - - 0 - Peak Hour Factor 92 92 92 97 92 97 92 97 97 97 97 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 80 0 0 11 0 758 25 0 1147 54 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All - - 601 - - 392 - 0 0 - 0 Stage 1 Stage 2 Critical Hdwy 5 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 - Follow-up Hdwy - 3 - 3 Pot Cap-1 Maneuver 0 0 662 0 0 816 0 0 Stage 1 0 0 0 0 0 0 Stage 2 0 0 0 0 0 - 0 Platoon blocked, % - Mov Cap-1 Maneuver - 662 - 816 - Mov Cap-2 Maneuver Stage 1 Stage 2 - - Approach EB WB NB SB HCM Control Delay, s 11.2 9.5 0 0 HCM LOS B A Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 662 816 - - 0.122 0.014 - 11.2 9.5 - B A - 0.4 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 6: NW 13th Ave & NW 21 st St Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condi A.M. IV I� 1 14.E Completion of staff reiew indicates=rmitappbcacon meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public feat, In accordance,. timelines set forth In the City of wnear!ng a body MI renew the permit a recommendation at the pubra Mang and render either a recommendation or a final decision. ` 1 P7-18-963 01/22/19 RF 1EW Lane Configurations Traffic Vol, veh/h 24 29 42 10 10 20 24 218 23 36 168 15 Future Vol, veh/h 24 29 42 10 10 20 24 218 23 36 168 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - Veh in Median Storage, # - 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 31 44 11 11 21 25 229 24 38 177 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 568 564 185 590 560 241 193 0 0 253 0 Stage1 261 261 - 291 291 Stage 2 307 303 - 299 269 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 490 542 941 473 545 873 1380 - 1312 Stage 1 929 929 - 902 902 - Stage 2 807 853 - 815 887 - - Platoon blocked, % - Mov Cap-1 Maneuver 452 514 941 413 517 873 1380 - - 1312 Mov Cap-2 Maneuver 452 514 - 413 517 - Stage1 909 899 - 883 883 Stage 2 762 835 - 726 859 Approach EB WB NB SB HCM Control Delay, s 12 11.4 0.7 1.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1380 - - 616 602 1312 HCM Lane V/C Ratio 0.018 - 0.162 0.07 0.029 HCM Control Delay (s) 7.7 0 - 12 11.4 7.8 0 HCM Lane LOS A A - B B A A HCM 95th %tile Q(veh) 0.1 - 0.6 0.2 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 7: NW 12th Ave & NW 21 st St Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Condi A.M. IV I� 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF 1EW Lane Configurations ft ft Traffic Vol, veh/h 0 48 0 747 1134 0 Future Vol, veh/h 0 48 0 747 1134 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 53 0 821 1246 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All - 623 0 - 0 Stage 1 - - - - Stage 2 - - - Critical Hdwy 5 - - - - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - 3 - - - Pot Cap-1 Maneuver 0 648 0 - - 0 Stage 1 0 0 - - 0 Stage 2 0 0 - - 0 Platoon blocked, % - Mov Cap-1 Maneuver - 648 - Mov Cap-2 Maneuver - Stage 1 Stage 2 Approach EB NB SB HCM Control Delay, s 11 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 648 HCM Lane V/C Ratio - 0.081 HCM Control Delay (s) - 11 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.3 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Future T 8: NW 20th St & NW 17th Avenue f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Q J*' 0 Lane Configurations vi vi 4 r vi 4' Traffic Volume (vph) 93 1093 82 672 97 316 134 158 346 68 Future Volume (vph) 93 1093 82 672 97 316 134 158 346 68 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 20.0 66.0 20.0 66.0 20.0 54.0 54.0 20.0 54.0 54.0 Total Split (%) 12.5% 41.3% 12.5% 41.3% 12.5% 33.8% 33.8% 12.5% 33.8% 33.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 Condit A.M. IV I� 1 14.E 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance,. timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit application at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RFVI EW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 44 (28%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 01 02 4R) 2As 66 s 2As I 1(05 07 T 08 06 CR) 20s 66s 1 .0 54s n K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 8: NW 20th St & NW 17th Avenue • Q A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'" i 4 ri vi Traffic Volume (veh/h) 93 1093 94 82 672 66 97 316 134 158 346 68 Future Volume (veh/h) 93 1093 94 82 672 66 97 316 134 158 346 68 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 99 1163 100 87 715 70 103 336 143 168 368 72 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 409 1742 150 251 1709 '167 185 373 317 221 427 363 Arrive On Green 0.05 0.70 0.70 0.05 0.70 0.70 0.06 0.20 0.20 0.09 0.23 0.23 SatFlow,veh/h 1774 3299 283 1774 3257 319 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 99 623 640 87 388 397 103 336 143 168 368 72 Grp Sat Flow(s),veh/h/In 1774 1770 1813 1774 1770 1807 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 4.2 31.5 31.7 3.7 15.0 15.0 7.3 28.2 12.7 11.9 30.4 5.9 Cycle Q Clear(g_c), s 4.2 31.5 31.7 3.7 15.0 15.0 7.3 28.2 12.7 11.9 30.4 5.9 Prop In Lane 1.00 0.16 1.00 0.18 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 409 935 957 251 928 948 185 373 317 221 427 363 V/C Ratio(X) 0.24 0.67 0.67 0.35 0.42 0.42 0.56 0.90 0.45 0.76 0.86 0.20 Avail Cap(c_a), veh/h 496 935 957 345 928 948 237 559 475 222 559 475 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.92 0.92 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.8 15.9 15.9 19.8 13.8 13.8 49.1 62.4 56.3 47.5 59.3 49.8 Incr Delay (d2), s/veh 0.1 3.8 3.7 0.3 1.3 1.3 1.0 11.5 0.7 12.8 9.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 16.2 16.7 1.8 7.5 7.7 3.6 15.7 5.6 6.6 16.8 2.6 LnGrp Delay(d),s/veh 16.9 19.7 19.6 20.1 15.0 15.0 50.1 73.9 57.0 60.3 69.0 50.0 LnGrp LOS B B B C B B D E E E E D Approach Vol, veh/h 1362 872 582 608 Approach Delay, s/veh 19.5 15.5 65.6 64.4 Approach LOS B B E E Condit A.M. IV I� 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR SEW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.1 90.0 19.9 38.0 11.6 90.5 15.3 42.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 60.0 14.0 48.0 14.0 60.0 14.0 48.0 Max Q Clear Time (g_c+I1), s 6.2 17.0 13.9 30.2 5.7 33.7 9.3 32.4 Green Ext Time (p_c), s 0.1 1.8 0.0 1.9 0.1 3.3 0.0 1.8 Intersection Summary HCM 2010 Ctrl Delay 34.3 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 9: NW 14th AVe & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4 144 4 fir 4) Traffic Volume (vph) 91 949 222 628 96 105 179 23 270 Future Volume (vph) 91 949 222 628 96 105 179 23 270 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 77.0 21.0 77.0 62.0 62.0 62.0 62.0 62.0 Total Split (%) 13.1% 48.1% 13.1% 48.1% 38.8% 38.8% 38.8% 38.8% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 0 PUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 124 (78%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St f 1 G 104 41I- 02 (R) 2is 177s 162s , 5 ■ 08 434 4R) 21s I �77s 7 I62s 1 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 9: NW 14th AVe & NW 20th St • Q Condit A.M. IV o 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"i 4 ri Traffic Volume (veh/h) 91 949 238 222 628 31 96 105 179 23 Future Volume (veh/h) 91 949 238 222 628 31 96 105 179 23 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 Adj Flow Rate, veh/h 97 1010 253 236 668 33 102 112 190 24 287 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 492 1513 378 324 1971 97 171 514 437 43 365 Arrive On Green 0.05 0.72 0.72 0.10 0.76 0.76 0.28 0.28 0.28 0.29 0.28 SatFlow,veh/h 1774 2808 701 1774 3433 '169 1011 1863 1583 69 1322 Grp Volume(v), veh/h 97 635 628 236 344 357 102 112 190 391 0 Grp Sat Flow(s),veh/h/In 1774 1770 1739 1774 1770 1833 1011 1863 1583 1749 0 Q Serve(g_s), s 3.9 31.1 31.5 9.5 9.9 9.9 7.3 7.4 15.8 16.7 0.0 Cycle Q Clear(g_c), s 3.9 31.1 31.5 9.5 9.9 9.9 40.0 7.4 15.8 32.7 0.0 Prop In Lane 1.00 0.40 1.00 0.09 1.00 1.00 0.06 Lane Grp Cap(c), veh/h 492 954 937 324 1016 1052 171 514 437 528 0 V/C Ratio(X) 0.20 0.67 0.67 0.73 0.34 0.34 0.60 0.22 0.44 0.74 0.00 Avail Cap(c_a), veh/h 591 954 937 361 1016 1052 246 652 554 656 0 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.66 0.66 0.66 0.94 0.94 0.94 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 15.1 14.9 14.9 19.9 9.2 9.2 61.9 44.6 47.7 53.6 0.0 Incr Delay (d2), s/veh 0.0 2.4 2.5 4.9 0.9 0.8 4.7 0.3 1.0 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.9 15.7 15.6 5.1 5.0 5.2 4.6 3.9 7.0 16.2 0.0 LnGrp Delay(d),s/veh 15.1 17.3 17.4 24.9 10.1 10.1 66.6 44.9 48.7 57.7 0.0 LnGrp LOS B B B C B B EDDE PZ-1 -263 01/22/19 270 270 8 0 IEW 75 75 18 0 1.00 1.00 1900 80 0 0.94 2 99 0.28 358 0 0 0.0 0.0 0.20 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 Approach Vol, veh/h 1360 937 404 391 Approach Delay, s/veh 17.2 13.8 52.2 57.7 Approach LOS B B D E Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.0 97.9 50.1 17.6 92.2 50.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 71.0 56.0 15.0 71.0 56.0 Max Q Clear Time (g_c+I1), s 5.9 11.9 42.0 11.5 33.5 34.7 Green Ext Time (p_c), s 0.1 1.5 2.2 0.1 3.4 3.5 Intersection Summary HCM 2010 Ctrl Delay 25.9 HCM 2010 LOS C K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 10: NW 13th Ave & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi Traffic Volume (vph) 90 1028 28 695 45 7 46 106 7 142 Future Volume (vph) 90 1028 28 695 45 7 46 106 7 142 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 22.5 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 86.0 86.0 24.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 53.8% 53.8% 15.0% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 4 8 8 0 PUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 132 (83%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St ■T 04 41I- 0z (R) nos I 50Is 1 05 T 08 436 4R) 24 s 86 s 50 s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 10: NW 13th Ave & NW 20th St Condi A.M. IV o 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1't+ 4 fir Traffic Volume (veh/h) 90 1028 21 28 695 161 45 7 46 Future Volume (veh/h) 90 1028 21 28 695 161 45 7 46 Number 1 6 16 5 2 12 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1900 1863 1863 Adj Flow Rate, veh/h 95 1082 22 29 732 '169 47 7 48 Adj No. of Lanes 1 2 0 1 2 0 0 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 Cap, veh/h 403 2062 42 337 1857 429 42 3 435 Arrive On Green 0.77 0.77 0.77 0.04 0.86 0.86 0.29 0.28 0.28 Sat Flow, veh/h 616 3547 72 1774 2857 659 0 12 1583 Grp Volume(v), veh/h 95 540 564 29 453 448 54 0 48 Grp Sat Flow(s),veh/h/In 616 1770 1850 1774 1770 1746 12 0 1583 Q Serve(g_s), s 7.0 18.6 18.6 1.0 8.4 8.4 0.0 0.0 3.6 Cycle Q Clear(g_c), s 7.0 18.6 18.6 1.0 8.4 8.4 46.0 0.0 3.6 Prop In Lane 1.00 0.04 1.00 0.38 0.87 1.00 Lane Grp Cap(c), veh/h 403 1029 1075 337 1150 1135 46 0 435 V/C Ratio(X) 0.24 0.52 0.52 0.09 0.39 0.39 1.19 0.00 0.11 Avail Cap(c_a), veh/h 403 1029 1075 481 1150 1135 46 0 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.64 0.64 0.64 0.65 0.65 0.65 1.00 0.00 1.00 Uniform Delay (d), s/veh 8.4 9.7 9.7 12.7 4.4 4.4 77.4 0.0 43.4 Incr Delay (d2), s/veh 0.9 1.2 1.2 0.0 0.7 0.7 192.8 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 %ile BackOfQ(50%),veh/In 1.3 9.2 9.6 0.5 4.1 4.1 4.4 0.0 1.6 LnGrp Delay(d),s/veh 9.3 11.0 10.9 12.7 5.0 5.0 270.6 0.0 43.6 LnGrp LOS A B B B A A F D Approach Vol, veh/h 1199 930 102 268 Approach Delay, s/veh 10.8 5.3 163.8 415.0 Approach LOS B A F F PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 106 106 3 0 1.00 1.00 1900 112 0 0.95 2 44 0.29 0 119 5 0.0 46.0 0.94 45 2.64 45 1.00 1.00 79.3 796.0 0.0 11.9 875.3 F R SEW 7 142 7 142 8 18 0 0 1.00 1.00 1.00 1863 1863 7 149 1 1 0.95 0.95 2 2 1 435 0.28 0.28 5 1583 0 149 0 1583 0.0 12.1 0.0 12.1 1.00 0 435 0.00 0.34 0 435 1.00 1.00 0.00 1.00 0.0 46.4 0.0 1.0 0.0 0.0 0.0 5.4 0.0 47.4 D Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 110.0 50.0 11.0 99.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 18.0 * 81 44.0 Max Q Clear Time (g_c+I1), s 10.4 48.0 3.0 20.6 48.0 Green Ext Time (p_c), s 2.2 0.0 0.0 3.3 0.0 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 58.3 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 11: NW 12th Ave & NW 20th St Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4 1 14 fir i 14"ri Traffic Volume (vph) 178 784 159 568 163 487 194 112 878 Future Volume (vph) 178 784 159 568 163 487 194 112 878 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary 0 PUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 32 (20%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St 01 ■ 02 (R) 03 4 1 20s ,62s 1 ins 57s 05 IO6(R) 167 8 20s .62s i i21s 57s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 11: NW 12th Ave & NW 20th St • Q Condi A.M. IV o 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'"+i ft, ri vi Traffic Volume (veh/h) 178 784 211 159 568 83 163 487 194 112 878 148 Future Volume (veh/h) 178 784 211 159 568 83 163 487 194 112 878 148 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 187 825 222 167 598 87 172 513 204 118 924 156 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 330 852 229 193 937 '136 155 1349 728 138 1125 190 Arrive On Green 0.11 0.41 0.41 0.16 0.60 0.60 0.12 0.51 0.51 0.10 0.49 0.49 SatFlow,veh/h 1774 2759 742 1774 3102 450 1774 3539 1583 1774 3031 511 Grp Volume(v), veh/h 187 529 518 167 341 344 172 513 204 118 539 541 Grp Sat Flow(s),veh/h/In 1774 1770 1732 1774 1770 1783 1774 1770 1583 1774 1770 1772 Q Serve(g_s), s 11.6 46.8 46.8 10.5 19.8 20.0 14.0 14.2 10.7 10.5 41.5 41.6 Cycle Q Clear(g_c), s 11.6 46.8 46.8 10.5 19.8 20.0 14.0 14.2 10.7 10.5 41.5 41.6 Prop In Lane 1.00 0.43 1.00 0.25 1.00 1.00 1.00 0.29 Lane Grp Cap(c), veh/h 330 547 535 193 534 538 155 1349 728 138 657 658 V/C Ratio(X) 0.57 0.97 0.97 0.87 0.64 0.64 1.11 0.38 0.28 0.86 0.82 0.82 Avail Cap(c_a), veh/h 345 557 546 220 557 562 155 1349 728 155 657 658 HCM Platoon Ratio 1.33 1.33 1.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.91 0.91 0.91 0.87 0.87 0.87 0.90 0.90 0.90 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.1 46.4 46.4 37.7 26.1 26.1 70.7 27.9 20.9 70.9 36.0 36.0 Incr Delay (d2), s/veh 1.0 28.0 28.5 21.5 1.5 1.5 100.4 0.7 0.9 29.8 11.0 11.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.7 27.0 26.5 6.2 9.7 10.0 11.2 7.1 4.8 6.3 22.2 22.3 LnGrp Delay(d),s/veh 35.2 74.4 74.8 59.2 27.5 27.6 171.1 28.6 21.8 100.7 47.0 47.0 LnGrp LOS DEEP C C F CC F D D Approach Vol, veh/h 1234 852 889 1198 Approach Delay, s/veh 68.6 33.7 54.6 52.3 Approach LOS E C D D PZ-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 IEW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.0 65.4 19.7 54.9 18.4 67.0 18.6 56.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 16.0 43.6 13.6 22.0 12.5 16.2 12.5 48.8 Green Ext Time (p_c), s 0.0 2.4 0.0 1.5 0.0 1.4 0.1 0.6 Intersection Summary HCM 2010 Ctrl Delay 53.8 HCM 2010 LOS D Notes K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St c 4- t 1Y Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 1 "+i " i Traffic Volume (vph) 136 588 94 518 164 183 77 230 Future Volume (vph) 136 588 94 518 164 183 77 230 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 80.0 21.0 80.0 21.0 38.0 21.0 38.0 Total Split (%) 13.1% 50.0% 13.1% 50.0% 13.1 % 23.8% 13.1% 23.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary 0 PUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 126 (79%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 1 ■ O? 11'04 41I- 02 (R) 21s 180s 21s 138s 1 05 07 1 08 6 (R) 21s I 180s 1 21s 1138s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St Q Condi A.M. IV I� 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miami Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"+i "i ) Traffic Volume (veh/h) 136 588 416 94 518 52 164 183 99 77 Future Volume (veh/h) 136 588 416 94 518 52 164 183 99 77 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 151 653 462 104 576 58 182 203 110 86 256 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 479 1027 725 286 1637 '164 221 275 149 215 270 Arrive On Green 0.07 0.69 0.69 0.05 0.67 0.67 0.09 0.24 0.24 0.05 0.20 SatFlow,veh/h 1774 1985 1401 1774 3248 326 1774 1138 616 1774 1353 Grp Volume(v), veh/h 151 582 533 104 313 321 182 0 313 86 0 Grp Sat Flow(s),veh/h/In 1774 1770 1616 1774 1770 1805 1774 0 1754 1774 0 Q Serve(g_s), s 6.7 29.2 29.3 4.6 12.2 12.3 12.7 0.0 26.4 6.1 0.0 Cycle Q Clear(g_c), s 6.7 29.2 29.3 4.6 12.2 12.3 12.7 0.0 26.4 6.1 0.0 Prop In Lane 1.00 0.87 1.00 0.18 1.00 0.35 1.00 Lane Grp Cap(c), veh/h 479 916 836 286 892 909 221 0 424 215 0 V/C Ratio(X) 0.32 0.64 0.64 0.36 0.35 0.35 0.82 0.00 0.74 0.40 0.00 Avail Cap(c_a), veh/h 549 916 836 379 892 909 224 0 424 293 0 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.41 0.41 0.41 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 17.3 16.6 16.6 20.2 15.1 15.1 46.7 0.0 56.0 48.7 0.0 Incr Delay (d2), s/veh 0.1 1.4 1.5 0.3 1.1 1.1 19.6 0.0 6.4 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.2 14.4 13.2 2.2 6.2 6.3 7.4 0.0 13.5 3.0 0.0 LnGrp Delay(d),s/veh 17.4 18.0 18.1 20.5 16.2 16.2 66.3 0.0 62.4 49.1 0.0 LnGrp LOS B B B C BBE E D Approach Vol, veh/h 1266 738 495 424 Approach Delay, s/veh 18.0 16.8 63.8 87.7 Approach LOS B B E F PZ-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 R 230 230 8 0 I EW 74 74 18 0 1.00 1.00 1900 82 0 0.90 2 86 0.20 433 338 1786 29.9 29.9 0.24 356 0.95 357 1.00 1.00 63.2 34.2 0.0 18.1 97.5 F Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.7 86.6 14.0 44.7 12.6 88.8 20.7 37.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 74.0 15.0 32.0 15.0 74.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 8.7 14.3 8.1 28.4 6.6 31.3 14.7 31.9 Green Ext Time (p_c), s 0.1 1.4 0.0 0.5 0.1 3.1 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 35.6 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 13: NW 12th Ave & NW 16th St f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations vi f Traffic Volume (vph) 73 71 34 18 86 174 758 122 1006 Future Volume (vph) 73 71 34 18 86 174 758 122 1006 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 18.0 18.0 77.0 18.0 77.0 Total Split (%) 40.6% 40.6% 40.6% 40.6% 11.3% 11.3% 48.1 % 11.3% 48.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary 0 PUBLIC Completion of staff re.winiicates permitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body render renew the permit appncanth on at e public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St 41I- 18s 177s 65s 05 106 (R) 8 18s I I77s i 65s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 13: NW 12th Ave & NW 16th St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Completion of staff renew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra publicfearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Lane Configurations "i 1 fir 11 tta 11 4' Traffic Volume (veh/h) 73 71 85 34 18 86 174 758 175 122 1006 109 Future Volume (veh/h) 73 71 85 34 18 86 174 758 175 122 1006 109 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 80 78 93 37 20 95 191 833 192 134 1105 120 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 3 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 213 110 131 100 263 342 133 1900 438 133 3098 336 Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 0.10 0.88 0.88 0.10 0.88 0.88 SatFlow,veh/h 1272 775 924 1209 1863 1583 1774 2858 659 1774 4658 505 Grp Volume(v), veh/h 80 0 171 37 20 95 191 516 509 134 804 421 Grp Sat Flow(s),veh/h/In 1272 0 1700 1209 1863 1583 1774 1770 1747 1774 1695 1774 Q Serve(g_s), s 9.3 0.0 15.4 4.8 1.5 8.0 12.0 8.8 8.8 12.0 6.4 6.4 Cycle Q Clear(g_c), s 10.8 0.0 15.4 20.2 1.5 8.0 12.0 8.8 8.8 12.0 6.4 6.4 Prop In Lane 1.00 0.54 1.00 1.00 1.00 0.38 1.00 0.28 Lane Grp Cap(c), veh/h 213 0 240 100 263 342 133 1177 1161 133 2255 1179 V/C Ratio(X) 0.38 0.00 0.71 0.37 0.08 0.28 1.44 0.44 0.44 1.01 0.36 0.36 Avail Cap(c_a), veh/h 494 0 616 367 675 693 133 1177 1161 133 2255 1179 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 0.36 0.36 0.36 Uniform Delay (d), s/veh 64.3 0.0 65.6 75.2 59.6 52.3 72.0 3.6 3.6 72.0 3.5 3.5 Incr Delay (d2), s/veh 0.8 0.0 2.9 1.7 0.1 0.3 222.5 0.8 0.8 48.7 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.3 0.0 7.4 1.7 0.8 3.5 14.1 4.3 4.3 7.7 2.9 3.1 LnGrp Delay(d),s/veh 65.1 0.0 68.5 76.9 59.7 52.6 294.5 4.4 4.4 120.7 3.6 3.8 LnGrp LOS E E E E D F A A F A A Approach Vol, veh/h 251 152 1216 1359 Approach Delay, s/veh 67.4 59.5 50.0 15.2 Approach LOS E E D B PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.0 112.4 29.6 18.0 112.4 29.6 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 12.0 71.0 58.0 12.0 71.0 58.0 Max Q Clear Time (g_c+I1), s 14.0 8.4 22.2 14.0 10.8 17.4 Green Ext Time (p_c), s 0.0 3.5 0.4 0.0 2.6 1.1 Intersection Summary HCM 2010 Ctrl Delay 36.1 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 14: NW 12th Ave & NW 14th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations ft 4 ft, ri i ftera Traffic Volume (vph) 140 513 220 389 247 945 603 147 827 Future Volume (vph) 140 513 220 389 247 945 603 147 827 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 20.0 45.0 30.0 55.0 23.0 62.0 30.0 23.0 62.0 Total Split (%) 12.5% 28.1% 18.8% 34.4% 14.4% 38.8% 18.8% 14.4% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary 0 PUBLIC Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St 01 lir 02 4R} )11 3 04 23s [U6Zs} 2ds •55s 05 1 06 4R; if 107 -0'38 23s •62s I =30s F.45s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 14: NW 12th Ave & NW 14th St • Q Condi A.M. IV I� 1 14.E Completion of staff renew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations ft 1'"+i +1 ri vi 1' Traffic Volume (veh/h) 140 513 212 220 389 166 247 945 603 147 827 145 Future Volume (veh/h) 140 513 212 220 389 166 247 945 603 147 827 145 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 144 529 219 227 401 '171 255 974 622 152 853 149 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 276 564 233 252 647 273 365 1485 838 233 1677 291 Arrive On Green 0.07 0.23 0.23 0.11 0.27 0.27 0.13 0.56 0.56 0.09 0.51 0.51 SatFlow,veh/h 1774 2446 1009 1774 2429 1023 1774 3539 1583 1774 4362 758 Grp Volume(v), veh/h 144 382 366 227 291 281 255 974 622 152 662 340 Grp Sat Flow(s),veh/h/In 1774 1770 1685 1774 1770 1682 1774 1770 1583 1774 1695 1729 Q Serve(g_s), s 9.8 33.9 34.1 15.4 23.1 23.5 14.0 30.7 47.2 8.3 20.6 20.8 Cycle Q Clear(g_c), s 9.8 33.9 34.1 15.4 23.1 23.5 14.0 30.7 47.2 8.3 20.6 20.8 Prop In Lane 1.00 0.60 1.00 0.61 1.00 1.00 1.00 0.44 Lane Grp Cap(c), veh/h 276 408 389 252 472 448 365 1485 838 233 1304 665 V/C Ratio(X) 0.52 0.94 0.94 0.90 0.62 0.63 0.70 0.66 0.74 0.65 0.51 0.51 Avail Cap(c_a), veh/h 289 420 400 312 531 505 365 1485 838 295 1304 665 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 43.3 60.4 60.5 43.7 51.5 51.7 26.1 27.3 22.0 29.5 29.1 29.1 Incr Delay (d2), s/veh 0.6 27.8 29.7 21.7 1.5 1.7 4.9 2.3 5.9 1.4 1.3 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.8 19.7 19.1 9.0 11.5 11.1 7.3 15.5 21.9 4.1 9.8 10.3 LnGrp Delay(d),s/veh 43.9 88.2 90.2 65.4 53.0 53.4 31.0 29.6 27.9 31.0 30.4 31.7 LnGrp LOS D F F E D D C C C C C C Approach Vol, veh/h 892 799 1851 1154 Approach Delay, s/veh 81.8 56.7 29.2 30.8 Approach LOS F E C C Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR I EW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 68.5 18.8 49.6 17.4 74.1 24.5 43.9 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 16.0 55.0 13.0 48.0 16.0 55.0 23.0 38.0 Max Q Clear Time (g_c+I1), s 16.0 22.8 11.8 25.5 10.3 49.2 17.4 36.1 Green Ext Time (p_c), s 0.0 2.7 0.0 3.0 0.1 2.0 0.2 0.8 Intersection Summary HCM 2010 Ctrl Delay 44.3 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 15: NW 13th Ave & North Project driveway • Q Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Condi A.M. IV I� 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF 1EW Lane Configurations Traffic Vol, veh/h 80 66 173 72 131 196 Future Vol, veh/h 80 66 173 72 131 196 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 87 72 188 78 142 213 Major/Minor Minorl Majorl Major2 Conflicting Flow All 724 227 0 0 266 0 Stage 1 227 - - - Stage 2 497 - - Critical Hdwy 5 5 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3 3 - 2.218 Pot Cap-1 Maneuver 585 961 - 1298 Stage 1 936 Stage 2 694 Platoon blocked, % Mov Cap-1 Maneuver 512 961 - 1298 Mov Cap-2 Maneuver 512 Stage 1 820 Stage 2 694 Approach WB NB SB HCM Control Delay, s 12.3 0 3.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 649 1298 HCM Lane V/C Ratio - 0.245 0.11 HCM Control Delay (s) - 12.3 8.1 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) - 1 0.4 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 16: NW 13th Ave & South Project driveway • Q Intersection Int Delay, s/veh 3.7 Movement WBL WBR NBT NBR SBL SBT Condi A.M. IV I� 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF 1EW Lane Configurations Traffic Vol, veh/h 79 67 162 109 94 141 Future Vol, veh/h 79 67 162 109 94 141 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 86 73 176 118 102 153 Major/Minor Minorl Majorl Major2 Conflicting Flow All 592 235 0 0 294 0 Stage 1 235 Stage 2 357 Critical Hdwy 5 5 - - 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - - Follow-up Hdwy 3 3 - - 2.218 Pot Cap-1 Maneuver 668 953 - - 1268 Stage 1 928 - - - - Stage 2 811 - - - - Platoon blocked, % Mov Cap-1 Maneuver 609 953 - 1268 Mov Cap-2 Maneuver 609 - Stage 1 846 - Stage 2 811 - Approach WB NB SB HCM Control Delay, s 11.3 0 3.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 730 1268 - HCM Lane V/C Ratio - 0.217 0.081 HCM Control Delay (s) - 11.3 8.1 0 HCM Lane LOS - B A A HCM 95th %tile Q(veh) - 0.8 0.3 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce AM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [3 r. NOTICE Ca mletion of staff renew Inc kates perm a pp.tion meets ode,od requirements under Miam atandlor e s Ciyof Miami Code,onYyT is pertnit appli.don MI need to be.hedded Ma public tearing in accordance with timelines set forth in the ciy of MiamiCode. The appnr .clec.n-malting botlyw2lemw the permit application atthe pubk hearing and renrenderelttlhaa reco mendadon or a final deCson. PZ-18-263 01/22/19 P.M. Peak Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Future T 1: NW 12th Ave & NW 28th St Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary EBL EBT EBR WBL WBT WBR NBL NBT SBL S Q • t fir 4 fir 11 144 11 144 66 116 60 8 169 106 109 1465 51 747 66 116 60 8 169 106 109 1465 51 747 Perm NA Perm Perm NA Perm Perm NA Perm NA 8 4 6 2 8 8 4 4 6 2 8 8 8 4 4 4 6 6 2 2 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 7.0 22.5 44.0 36.7% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 14.0 22.5 76.0 63.3% 4.0 2.0 0.0 6.0 None None None None None None C-Max C-Max C-Max C-Max Condit P.M. IV � 1 14.E 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RF IEW Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 12th Ave & NW 28th St # 02 (R) ■ 1- 04 76s -1#s 06 (R) 8 %E s -4s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 1: NW 12th Ave & NW 28th St • Q Condit P.M. IV � 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4 fir 4 fir j 1) Traffic Volume (veh/h) 66 116 60 8 169 106 109 1465 25 51 747 78 Future Volume (veh/h) 66 116 60 8 169 106 109 1465 25 51 747 78 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1900 1863 1863 1900 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 69 122 63 8 178 '112 115 1542 26 54 786 82 Adj No. of Lanes 0 1 1 0 1 1 1 2 0 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 41 55 501 31 388 451 379 2078 35 176 1887 197 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.78 0.78 0.78 0.78 0.78 0.78 Sat Flow, veh/h 0 173 1583 0 1225 1425 635 3562 60 326 3235 337 Grp Volume(v), veh/h 191 0 63 186 0 '112 115 765 803 54 430 438 Grp Sat Flow(s),veh/h/In 173 0 1583 1225 0 1425 635 1770 1852 326 1770 1803 Q Serve(g_s), s 0.0 0.0 3.4 0.0 0.0 7.0 9.5 27.4 27.5 13.5 9.7 9.7 Cycle Q Clear(g_c), s 38.0 0.0 3.4 38.0 0.0 7.0 19.1 27.4 27.5 41.0 9.7 9.7 Prop In Lane 0.36 1.00 0.04 1.00 1.00 0.03 1.00 0.19 Lane Grp Cap(c), veh/h 96 0 501 419 0 451 379 1032 1080 176 1032 1052 V/C Ratio(X) 2.00 0.00 0.13 0.44 0.00 0.25 0.30 0.74 0.74 0.31 0.42 0.42 Avail Cap(c_a), veh/h 96 0 501 419 0 451 379 1032 1080 176 1032 1052 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.73 0.73 0.73 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.2 0.0 29.2 31.8 0.0 30.4 9.9 8.7 8.7 19.5 6.7 6.7 Incr Delay (d2), s/veh 482.9 0.0 0.1 0.5 0.0 0.2 1.5 3.5 3.4 4.5 1.2 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 16.0 0.0 1.5 4.8 0.0 2.8 1.8 14.1 14.7 1.4 5.0 5.1 LnGrp Delay(d),s/veh 522.1 0.0 29.3 32.4 0.0 30.6 11.4 12.2 12.1 24.0 7.9 7.9 LnGrp LOS F C C CBBBC A A Approach Vol, veh/h 254 298 1683 922 Approach Delay, s/veh 399.9 31.7 12.1 8.9 Approach LOS F C B A Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR I EW Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 76.0 44.0 76.0 44.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 70.0 38.0 70.0 38.0 Max Q Clear Time (g_c+I1), s 43.0 40.0 29.5 40.0 Green Ext Time (p_c), s 2.8 0.0 5.4 0.0 Intersection Summary HCM 2010 Ctrl Delay 44.2 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 AWSC Future T 2: NW 13th Ave & NW 22nd St Intersection Intersection Delay, s/veh 9.1 Intersection LOS A Condi P.M. IV � 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF 1EW Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4t+ Traffic Vol, veh/h 6 45 43 152 0 0 40 54 134 1 18 0 Future Vol, veh/h 6 45 43 152 0 0 40 54 134 1 18 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 50 48 169 0 0 44 60 149 1 20 0 Number of Lanes 0 2 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay 8.2 9.6 9.2 8.1 HCM LOS A A A A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % Vol Thru, % Vol Right, % Sign Control Traffic Vol by Lane LT Vol Through Vol RT Vol Lane Flow Rate Geometry Grp Degree of Util (X) Departure Headway (Hd) Convergence, Y/N Cap Service Time HCM Lane V/C Ratio HCM Control Delay HCM Lane LOS HCM 95th-tile Q 18% 21% 0% 100% 5% 24% 79% 34% 0% 95% 59% 0% 66% 0% 0% Stop Stop Stop Stop Stop 228 29 66 152 19 40 6 0 152 1 54 23 23 0 18 134 0 43 0 0 253 32 73 169 21 2 7 7 5 2 0.304 0.048 0.098 0.234 0.029 4.321 5.429 4.86 4.984 4.919 Yes Yes Yes Yes Yes 831 658 735 719 725 2.35 3.174 2.605 3.026 2.965 0.304 0.049 0.099 0.235 0.029 9.2 8.4 8.1 9.6 8.1 A A A A A 1.3 0.2 0.3 0.9 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 3: NW 12th Ave & NW 22nd St 4- t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations "i 11 1'"+i i +1' Traffic Volume (vph) 132 8 18 0 42 1370 26 599 Future Volume (vph) 132 8 18 0 42 1370 26 599 Turn Type Split NA Perm NA Perm NA Perm NA Protected Phases 3 3 4 6 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 Total Split (s) 35.0 35.0 25.0 25.0 80.0 80.0 80.0 Total Split (%) 25.0% 25.0% 17.9% 17.9% 57.1 % 57.1 % 57.1 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary 4 6 2 3 3 4 4 6 6 2 2 16.0 22.0 80.0 57.1% 4.0 2.0 0.0 6.0 0 PUBLIC Condi P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 140 Actuated Cycle Length: 140 Offset: 63 (45%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 12th Ave & NW 22nd St IE.35s 41I- 04 ? 80s 25s At 06 (R) 80 �7 s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM Signalized Intersection Capacity Analysis Future T 3: NW 12th Ave & NW 22nd St • Q Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S Lane Configurations "i 11 1 ) Traffic Volume (vph) 132 8 21 18 0 91 42 1370 11 26 Future Volume (vph) 132 8 21 18 0 91 42 1370 11 26 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 Frt 1.00 0.89 0.89 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.99 0.95 1.00 0.95 Satd. Flow (prot) 1770 1662 1639 1770 3535 1770 Flt Permitted 0.95 1.00 u.i 0.33 1.00 0.12 Satd. Flow (perm) 1770 1662 1545 611 3535 218 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 147 9 23 20 0 '101 47 1522 12 29 RTOR Reduction (vph) 0 20 0 0 95 0 0 0 0 0 Lane Group Flow (vph) 147 12 0 0 26 0 47 1534 0 29 Turn Type Split NA Perm NA Perm NA Perm Protected Phases 3 3 4 6 Permitted Phases 4 6 2 Actuated Green, G (s) 16.5 16.5 8.7 96.8 96.8 96.8 96.8 Effective Green, g (s) 16.5 16.5 8.7 96.8 96.8 96.8 96.8 Actuated gIC Ratio 0.12 0.12 0.06 0.69 0.69 0.69 0.69 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.0 1.0 1.0 1.0 1.0 Lane Grp Cap (vph) 208 195 96 422 2444 150 2390 v/s Ratio Prot c0.08 0.01 c0.43 0.23 v/s Ratio Perm c0.02 0.08 0.13 v/c Ratio 0.71 0.06 0.27 0.11 0.63 0.19 0.33 Uniform Delay, d1 59.4 54.9 62.6 7.2 11.8 7.7 8.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.7 0.1 0.6 0.5 1.2 2.9 0.4 Delay (s) 69.1 55.0 63.2 7.8 13.0 10.5 9.0 Level of Service E D E A B B A Approach Delay (s) 66.6 63.2 12.8 9.1 Approach LOS E E B A Intersection Summary Condi P.M. IV Ib 1 14.E Compleionofstallreiewind;catespermltapptieation r fits Im is pmentap,1ta nedto be sheyufdiami 0,010 Thlspennitaokat IIr Htobescheduledbra public gin accordance melinea set forth in the City of Miami The applicabledecision-malting body will renew the permit application at Pie public hearing and render either a recommendation or a final decision. HCM 2000 Control Delay 17.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 62.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group tIZ,Iffga3 tAL 01/22/19 IEW C 599 1900 6.0 0.95 0.98 1.00 3457 1.00 3457 0.90 0.90 666 122 0 0 788 0 NA 2 1900 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 4: NW 13th Ave & NW 21 st Terr Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condit P.M. IV � 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` % P7-18-963 01/22/19 RF 1EW Lane Configurations ' Traffic Vol, veh/h 28 0 7 0 0 0 7 171 37 4 168 34 Future Vol, veh/h 28 0 7 0 0 0 7 171 37 4 168 34 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 - - 0 - - CI - - 0 - Peak Hour Factor 84 92 84 92 92 92 84 84 92 92 84 84 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 0 8 0 0 0 8 204 40 4 200 40 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 468 - 220 240 0 0 244 0 Stage 1 228 Stage 2 240 Critical Hdwy 6.42 - 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 - 3.318 2.218 - 2.218 Pot Cap-1 Maneuver 553 0 820 1327 - 1322 Stage 1 810 0 - Stage 2 800 0 - - Platoon blocked, % - Mov Cap-1 Maneuver 547 0 820 1327 - - 1322 Mov Cap-2 Maneuver 547 0 - Stage1 801 0 - Stage 2 800 0 - Approach EB NB SB HCM Control Delay, s 11.6 HCM LOS B 0.3 0.1 Minor Lane/Major Mvmt NBL NBT NBR EBLn1 SBL SBT SBR Capacity (veh/h) 1327 - - 586 1322 HCM Lane V/C Ratio 0.006 - 0.071 0.003 HCM Control Delay (s) 7.7 0 - 11.6 7.7 0 HCM Lane LOS A A - B A A HCM 95th %tile Q(veh) 0 - 0.2 0 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 5: NW 12th Ave & NW 21 st Terr Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condit P.M. IV � 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` % P7-18-963 01/22/19 RF 1EW Lane Configurations If If 144 ft Traffic Vol, veh/h 0 0 45 0 0 29 0 1348 11 0 661 3 Future Vol, veh/h 0 0 45 0 0 29 0 1348 11 0 661 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - 0 - 0 Veh in Median Storage, # 0 0 CI 0 Grade, % - 0 - - 0 - - CI - - 0 - Peak Hour Factor 92 92 92 93 92 93 92 93 93 93 93 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 49 0 0 31 0 1449 12 0 711 3 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All - - 357 - - 731 - 0 0 - Stage 1 Stage 2 Critical Hdwy - 6.94 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 - Follow-up Hdwy - 3.32 - 3 Pot Cap-1 Maneuver 0 0 639 0 0 581 0 0 Stage 1 0 0 0 0 0 0 Stage 2 0 0 0 0 0 - 0 Platoon blocked, % - Mov Cap-1 Maneuver - 639 - 581 - Mov Cap-2 Maneuver Stage 1 Stage 2 - - Approach EB WB NB SB HCM Control Delay, s 11.1 11.5 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 639 581 - 0.077 0.054 - 11.1 11.5 - B B - 0.2 0.2 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 6: NW 13th Ave & NW 21 st St Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Condi P.M. IV � 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. ` % P7-18-963 01/22/19 RF 1EW Lane Configurations Traffic Vol, veh/h 4 12 25 10 7 9 17 199 22 39 161 3 Future Vol, veh/h 4 12 25 10 7 9 17 199 22 39 161 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - Veh in Median Storage, # 0 - 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 13 28 11 8 10 19 221 24 43 179 3 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 547 550 181 558 539 233 182 0 0 245 0 Stage1 267 267 - 271 271 Stage 2 280 283 - 287 268 - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 Critical Hdwy Stg 1 5 5 - 5 5 - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 Follow-up Hdwy 3 3 3 3 3 3 2.218 - 2.218 Pot Cap-1 Maneuver 506 552 946 498 561 883 1393 - 1321 Stage 1 924 924 - 920 920 - - Stage 2 836 873 - 828 888 - - - Platoon blocked, % - Mov Cap-1 Maneuver 475 524 946 456 532 883 1393 - - 1321 Mov Cap-2 Maneuver 475 524 - 456 532 - - Stage1 909 891 - 905 905 Stage 2 806 859 - 763 856 Approach EB WB NB SB HCM Control Delay, s 10.4 11.6 0.5 1.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1393 - - 710 574 1321 HCM Lane V/C Ratio 0.014 - 0.064 0.05 0.033 HCM Control Delay (s) 7.6 0 - 10.4 11.6 7.8 0 HCM Lane LOS A A - B B A A HCM 95th %tile Q(veh) 0 - 0.2 0.2 0.1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 7: NW 12th Ave & NW 21 st St Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Condito P.M. IV � 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF 1EW Lane Configurations ft ft Traffic Vol, veh/h 0 58 0 1348 724 0 Future Vol, veh/h 0 58 0 1348 724 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 61 0 1419 762 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All - 381 0 - 0 Stage 1 - - - Stage 2 Critical Hdwy 5 - - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy - 3 - - - Pot Cap-1 Maneuver 0 825 0 - - 0 Stage 1 0 0 - - 0 Stage 2 0 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 825 - - - Mov Cap-2 Maneuver - - - Stage 1 - - Stage 2 Approach EB NB SB HCM Control Delay, s 9.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 825 HCM Lane V/C Ratio - 0.074 HCM Control Delay (s) - 9.7 HCM Lane LOS - A HCM 95th %tile Q(veh) - 0.2 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] OK PUBLIC Timings Future T 8: NW 20th St & NW 17th Avenue f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Q J*' 0 Lane Configurations vi vi 4 r vi 4' Traffic Volume (vph) 137 662 136 1185 115 420 98 101 327 93 Future Volume (vph) 137 662 136 1185 115 420 98 101 327 93 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 11.0 25.0 11.0 25.0 11.0 25.0 25.0 11.0 25.0 25.0 Total Split (s) 21.0 71.0 21.0 71.0 18.0 50.0 50.0 18.0 50.0 50.0 Total Split (%) 13.1% 44.4% 13.1% 44.4% 11.3% 31.3% 31.3% 11.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None Intersection Summary 8 Condit P.M. IV � 1 14.E 0 Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appticanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 RFVI EW Cycle Length: 160 Actuated Cycle Length: 160 Offset: 150 (94%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 20th St & NW 17th Avenue 1 1'111.03 t04 41I- 02 (R) 21s 71s 1 18 s 150s , 1(05 07 T 08 436 CR) 21s 71s 1 • m18s 50s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 8: NW 20th St & NW 17th Avenue • Q A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'" i 4 ri vi Traffic Volume (veh/h) 137 662 97 136 1185 101 115 420 98 101 327 93 Future Volume (veh/h) 137 662 97 136 1185 101 115 420 98 101 327 93 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 141 682 100 140 1222 '104 119 433 101 104 337 96 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 1 1 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 238 1530 224 404 1630 '138 226 462 393 162 450 382 Arrive On Green 0.07 0.66 0.66 0.07 0.66 0.66 0.06 0.25 0.25 0.06 0.24 0.24 SatFlow,veh/h 1774 3098 454 1774 3302 281 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 141 389 393 140 654 672 119 433 101 104 337 96 Grp Sat Flow(s),veh/h/In 1774 1770 1783 1774 1770 1813 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 6.3 17.1 17.1 6.3 39.9 40.2 8.0 36.4 8.2 7.0 26.8 7.8 Cycle Q Clear(g_c), s 6.3 17.1 17.1 6.3 39.9 40.2 8.0 36.4 8.2 7.0 26.8 7.8 Prop In Lane 1.00 0.25 1.00 0.15 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 238 874 880 404 873 895 226 462 393 162 450 382 V/C Ratio(X) 0.59 0.45 0.45 0.35 0.75 0.75 0.53 0.94 0.26 0.64 0.75 0.25 Avail Cap(c_a), veh/h 311 874 880 478 873 895 249 512 435 196 512 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.63 0.63 0.63 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.1 16.8 16.8 18.7 20.8 20.8 44.1 58.9 48.3 46.3 56.2 49.0 Incr Delay (d2), s/veh 0.9 1.6 1.6 0.1 3.8 3.7 0.7 23.5 0.3 2.7 4.9 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.1 8.6 8.7 3.0 20.3 20.9 4.0 21.8 3.6 3.6 14.4 3.5 LnGrp Delay(d),s/veh 26.0 18.5 18.5 18.8 24.6 24.6 44.8 82.4 48.6 49.1 61.0 49.2 LnGrp LOS CB B B C CD F D D E D Approach Vol, veh/h 923 1466 653 537 Approach Delay, s/veh 19.6 24.0 70.3 56.6 Approach LOS B C E E Condit P.M. IV � 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Timer 1 2 3 4 5 6 7 8 R PZ-1 -263 01/sRR I EW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.4 85.0 14.9 45.7 14.4 85.0 16.0 44.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 65.0 12.0 44.0 15.0 65.0 12.0 44.0 Max Q Clear Time (g_c+I1), s 8.3 42.2 9.0 38.4 8.3 19.1 10.0 28.8 Green Ext Time (p_c), s 0.1 3.5 0.0 1.3 0.1 1.8 0.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 36.2 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 9: NW 14th AVe & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi vi1' 4 r Traffic Volume (vph) 73 659 103 1074 305 384 355 15 94 Future Volume (vph) 73 659 103 1074 305 384 355 15 94 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 1 6 5 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 21.0 25.0 21.0 25.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 21.0 79.0 21.0 79.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 13.1% 49.4% 13.1% 49.4% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None Intersection Summary 4 4 8 0 PUBLIC ConditI P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 154 (96%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 14th AVe & NW 20th St 01 04 41I- 02 (R) 21s 179s 60s 1 05 ■ 08 6 (R) 21s I .9s 1 60s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 9: NW 14th AVe & NW 20th St • Q Condit P.M. IV � 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"i 4 ri Traffic Volume (veh/h) 73 659 101 103 1074 28 305 384 355 15 Future Volume (veh/h) 73 659 101 103 1074 28 305 384 355 15 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1900 1863 Adj Flow Rate, veh/h 77 694 106 108 1131 29 321 404 374 16 99 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 269 1563 239 393 1820 47 275 629 534 43 245 Arrive On Green 0.04 0.68 0.68 0.06 0.69 0.69 0.34 0.34 0.34 0.34 0.34 SatFlow,veh/h 1774 3079 470 1774 3526 90 1195 1863 1583 56 727 Grp Volume(v), veh/h 77 399 401 108 568 592 321 404 374 200 0 Grp Sat Flow(s),veh/h/In 1774 1770 1780 1774 1770 1847 1195 1863 1583 1363 0 Q Serve(g_s), s 3.3 16.7 16.7 4.7 28.0 28.1 23.3 29.4 32.8 1.3 0.0 Cycle Q Clear(g_c), s 3.3 16.7 16.7 4.7 28.0 28.1 54.0 29.4 32.8 30.7 0.0 Prop In Lane 1.00 0.26 1.00 0.05 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 269 898 904 393 914 954 275 629 534 484 V/C Ratio(X) 0.29 0.44 0.44 0.27 0.62 0.62 1.17 0.64 0.70 0.41 Avail Cap(c_a), veh/h 376 898 904 484 914 954 275 629 534 484 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 0.89 0.89 0.89 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.0 15.5 15.5 18.0 16.5 16.5 64.7 44.8 46.0 40.0 Incr Delay (d2), s/veh 0.2 1.4 1.4 0.1 2.8 2.7 106.6 2.6 4.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.6 8.5 8.5 2.3 14.2 14.8 20.3 15.6 15.0 6.7 LnGrp Delay(d),s/veh 20.2 16.9 16.9 18.2 19.4 19.2 171.4 47.4 50.4 40.8 LnGrp LOS C B B B B BF DDD R PZ-1 -263 01/sRR I EW 94 81 94 81 8 18 0 0 1.00 1.00 1900 85 0 0.95 2 195 0.34 579 0 0 0.0 0.0 0.42 0 0 0.00 0.00 0 0 1.00 1.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Approach Vol, veh/h 877 1268 1099 200 Approach Delay, s/veh 17.2 19.2 84.6 40.8 Approach LOS B B F D Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.4 88.6 60.0 12.8 87.2 60.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 73.0 54.0 15.0 73.0 54.0 Max Q Clear Time (g_c+I1), s 5.3 30.1 56.0 6.7 18.7 32.7 Green Ext Time (p_c), s 0.0 2.9 0.0 0.1 1.8 1.6 Intersection Summary HCM 2010 Ctrl Delay 40.8 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 10: NW 13th Ave & NW 20th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations vi Traffic Volume (vph) 114 874 7 1084 14 3 18 112 2 96 Future Volume (vph) 114 874 7 1084 14 3 18 112 2 96 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Perm Protected Phases 6 5 2 4 8 Permitted Phases 6 2 Detector Phase 6 6 5 2 4 4 4 8 8 8 Switch Phase Minimum Initial (s) 16.0 16.0 5.0 16.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 25.5 25.5 21.0 23.0 27.0 27.0 27.0 27.0 27.0 27.0 Total Split (s) 89.0 89.0 21.0 110.0 50.0 50.0 50.0 50.0 50.0 50.0 Total Split (%) 55.6% 55.6% 13.1% 68.8% 31.3% 31.3% 31.3% 31.3% 31.3% 31.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.3 1.3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None None Intersection Summary 4 4 8 8 0 PUBLIC Condi P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 84 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 13th Ave & NW 20th St (R) ■ 104 02 110 s 50Is 5 T 08 434 (R) 21 s 189 s 50 s 1 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 10: NW 13th Ave & NW 20th St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"i 4 fir Traffic Volume (veh/h) 114 874 12 7 1084 152 14 3 18 112 2 96 Future Volume (veh/h) 114 874 12 7 1084 152 14 3 18 112 2 96 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 116 892 12 7 1106 '155 14 3 18 114 2 98 Adj No. of Lanes 1 2 0 1 2 0 0 1 1 0 1 1 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 290 2078 28 405 2027 284 41 5 435 45 0 435 Arrive On Green 0.77 0.77 0.77 0.04 0.86 0.86 0.27 0.27 0.27 0.27 0.27 0.27 Sat Flow, veh/h 438 3576 48 1774 3119 436 0 18 1583 0 1 1583 Grp Volume(v), veh/h 116 441 463 7 626 635 17 0 18 116 0 98 Grp Sat Flow(s),veh/h/In 438 1770 1854 1774 1770 1786 18 0 1583 2 0 1583 Q Serve(g_s), s 16.8 13.6 13.6 0.2 14.5 14.6 0.0 0.0 1.3 0.0 0.0 7.7 Cycle Q Clear(g_c), s 20.4 13.6 13.6 0.2 14.5 14.6 44.0 0.0 1.3 44.0 0.0 7.7 Prop In Lane 1.00 0.03 1.00 0.24 0.82 1.00 0.98 1.00 Lane Grp Cap(c), veh/h 290 1029 1078 405 1150 1161 46 0 435 45 0 435 V/C Ratio(X) 0.40 0.43 0.43 0.02 0.54 0.55 0.37 0.00 0.04 2.58 0.00 0.23 Avail Cap(c_a), veh/h 290 1029 1078 516 1150 1161 46 0 435 45 0 435 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.88 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.6 9.1 9.1 11.9 4.8 4.8 67.1 0.0 42.5 79.6 0.0 44.8 Incr Delay (d2), s/veh 3.6 1.1 1.1 0.0 0.2 0.2 10.2 0.0 0.1 769.6 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.3 6.9 7.2 0.1 6.8 6.9 0.9 0.0 0.6 11.6 0.0 3.4 LnGrp Delay(d),s/veh 14.2 10.3 10.2 11.9 4.9 5.0 77.4 0.0 42.6 849.2 0.0 45.4 LnGrp LOS BBBB A A E D F D Approach Vol, veh/h 1020 1268 35 214 Approach Delay, s/veh 10.7 5.0 59.5 481.1 Approach LOS B A E F Condit o P.M. N�E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 110.0 50.0 11.0 99.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 *6 6.0 Max Green Setting (Gmax), s 104.0 44.0 15.0 * 84 44.0 Max Q Clear Time (g_c+I1), s 16.6 46.0 2.2 22.4 46.0 Green Ext Time (p_c), s 3.4 0.0 0.0 3.3 0.0 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 48.2 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 11: NW 12th Ave & NW 20th St Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 1 14 fir i 1" i Traffic Volume (vph) 220 625 161 927 223 947 215 94 543 Future Volume (vph) 220 625 161 927 223 947 215 94 543 Turn Type pm+pt NA pm+pt NA Prot NA pm+ov Prot NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 11.0 43.6 11.0 43.6 11.0 31.0 11.0 11.0 31.0 Total Split (s) 21.0 57.0 21.0 57.0 20.0 62.0 21.0 20.0 62.0 Total Split (%) 13.1% 35.6% 13.1% 35.6% 12.5% 38.8% 13.1% 12.5% 38.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.6 2.0 2.6 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.6 6.0 6.6 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary 0 PUBLIC Condi P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 144 (90%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: NW 12th Ave & NW 20th St 01 ■ 02 (R) 03 1 4 20s ,62s T 121s 57s 05 IO6(R) 167 8 20s .62s i i21s 57s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 11: NW 12th Ave & NW 20th St • Q Condi P.M. IV � 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4" i 1'"+i ft, ri vi Traffic Volume (veh/h) 220 625 162 161 927 155 223 947 215 94 543 129 Future Volume (veh/h) 220 625 162 161 927 155 223 947 215 94 543 129 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 232 658 171 169 976 '163 235 997 226 99 572 136 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 2 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 211 920 239 251 956 '160 155 1312 711 118 994 236 Arrive On Green 0.03 0.11 0.11 0.16 0.63 0.63 0.12 0.49 0.49 0.09 0.47 0.47 SatFlow,veh/h 1774 2782 722 1774 3036 507 1774 3539 1583 1774 2840 673 Grp Volume(v), veh/h 232 418 411 169 569 570 235 997 226 99 356 352 Grp Sat Flow(s),veh/h/In 1774 1770 1735 1774 1770 1773 1774 1770 1583 1774 1770 1744 Q Serve(g_s), s 15.0 36.5 36.6 10.5 50.4 50.4 14.0 36.5 12.5 8.8 23.5 23.6 Cycle Q Clear(g_c), s 15.0 36.5 36.6 10.5 50.4 50.4 14.0 36.5 12.5 8.8 23.5 23.6 Prop In Lane 1.00 0.42 1.00 0.29 1.00 1.00 1.00 0.39 Lane Grp Cap(c), veh/h 211 585 574 251 557 559 155 1312 711 118 619 610 V/C Ratio(X) 1.10 0.71 0.72 0.67 1.02 1.02 1.51 0.76 0.32 0.84 0.57 0.58 Avail Cap(c_a), veh/h 211 585 574 278 557 559 155 1312 711 155 619 610 HCM Platoon Ratio 0.33 0.33 0.33 2.00 2.00 2.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.96 0.96 0.96 0.65 0.65 0.65 0.85 0.85 0.85 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.8 64.0 64.0 34.2 29.6 29.6 70.7 34.8 22.4 72.0 34.1 34.1 Incr Delay (d2), s/veh 89.2 3.4 3.5 2.6 35.9 36.3 257.4 3.6 1.0 20.2 3.8 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 14.6 18.5 18.2 5.2 29.7 29.8 17.9 18.4 5.7 5.0 12.1 12.0 LnGrp Delay(d),s/veh 145.0 67.4 67.5 36.9 65.5 Ei5.9 328.1 38.4 23.4 92.3 37.9 38.0 LnGrp LOS F E E D F F F D C F D D Approach Vol, veh/h 1061 1308 1458 807 Approach Delay, s/veh 84.4 62.0 82.7 44.6 Approach LOS F E F D PZ-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 IEW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.0 62.0 21.0 57.0 16.7 65.3 18.5 59.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.6 6.0 6.0 6.0 6.6 Max Green Setting (Gmax), s 14.0 56.0 15.0 50.4 14.0 56.0 15.0 50.4 Max Q Clear Time (g_c+I1), s 16.0 25.6 17.0 52.4 10.8 38.5 12.5 38.6 Green Ext Time (p_c), s 0.0 1.6 0.0 0.0 0.0 2.9 0.1 1.7 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 70.6 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St c 4- t 1Y Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 1 "+i i " i Traffic Volume (vph) 183 635 37 720 387 389 46 68 Future Volume (vph) 183 635 37 720 387 389 46 68 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phase 1 6 5 2 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.0 23.0 11.0 23.0 11.0 23.0 11.0 23.0 Total Split (s) 21.0 70.0 21.0 70.0 21.0 48.0 21.0 48.0 Total Split (%) 13.1% 43.8% 13.1% 43.8% 13.1% 30.0% 13.1% 30.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None Intersection Summary 0 PUBLIC Condi P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 70 (44%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 12: Bob Hope Dr/NW 10th Ave & NW 20th St 01 '1/4411.03 t04 02 (R) 21 s 70 s I I2 1 s s 1 05 07 T 08 436 (R) 21s 1 70s 1 m21s n98s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St Q A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations 4"i 1'"+i "i ) Traffic Volume (veh/h) 183 635 138 37 720 85 387 389 136 46 Future Volume (veh/h) 183 635 138 37 720 85 387 389 136 46 Number 1 6 16 5 2 12 7 4 14 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 195 676 147 39 766 90 412 414 145 49 72 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 400 1537 334 377 1562 '184 359 346 121 99 160 Arrive On Green 0.09 0.71 0.71 0.03 0.65 0.65 0.09 0.26 0.26 0.03 0.20 SatFlow,veh/h 1774 2893 629 1774 3191 375 1774 1319 462 1774 802 Grp Volume(v), veh/h 195 413 410 39 425 431 412 0 559 49 0 Grp Sat Flow(s),veh/h/In 1774 1770 1752 1774 1770 1797 1774 0 1781 1774 0 Q Serve(g_s), s 8.7 15.9 15.9 1.7 19.7 19.7 15.0 0.0 42.0 3.5 0.0 Cycle Q Clear(g_c), s 8.7 15.9 15.9 1.7 19.7 19.7 15.0 0.0 42.0 3.5 0.0 Prop In Lane 1.00 0.36 1.00 0.21 1.00 0.26 1.00 Lane Grp Cap(c), veh/h 400 940 930 377 866 880 359 0 468 99 0 V/C Ratio(X) 0.49 0.44 0.44 0.10 0.49 0.49 1.15 0.00 1.20 0.49 0.00 Avail Cap(c_a), veh/h 447 940 930 497 866 880 359 0 468 211 0 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.72 0.72 0.72 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 18.3 13.3 13.4 19.3 17.7 17.7 56.9 0.0 59.0 52.0 0.0 Incr Delay (d2), s/veh 0.2 1.1 1.1 0.0 2.0 2.0 93.7 0.0 107.3 1.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.2 8.0 7.9 0.8 9.9 10.1 17.8 0.0 34.6 1.8 0.0 LnGrp Delay(d),s/veh 18.6 14.4 14.4 19.4 19.7 19.6 150.5 0.0 166.3 53.4 0.0 LnGrp LOS BBBBBBF F D Approach Vol, veh/h 1018 895 971 202 Approach Delay, s/veh 15.2 19.6 159.6 56.1 Approach LOS B B F E Timer 1 2 3 4 5 6 7 8 R 68 68 8 0 Condi P.M. IV � 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miami Code. oriy. This permit application will need to be scheduled bra public featng In accordancew. timelines set forth In the City of ion-RldkJ, hotly MI renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. PZ-1 -263 01/sRR I EW 76 76 18 0 1.00 1.00 1900 81 0 0.94 2 180 0.20 902 153 1704 12.6 12.6 0.53 340 0.45 447 1.00 1.00 56.3 0.7 0.0 6.0 57.0 E Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 16.8 84.3 10.9 48.0 10.1 91.0 21.0 37.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 15.0 64.0 15.0 42.0 15.0 64.0 15.0 42.0 Max Q Clear Time (g_c+I1), s 10.7 21.7 5.5 44.0 3.7 17.9 17.0 14.6 Green Ext Time (p_c), s 0.1 2.0 0.0 0.0 0.0 1.9 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 64.6 HCM 2010 LOS E K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 13: NW 12th Ave & NW 16th St f 1- t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT Lane Configurations t+ 1 fir 11 144 11 +1'" i Traffic Volume (vph) 71 14 123 52 154 33 1171 54 782 Future Volume (vph) 71 14 123 52 154 33 1171 54 782 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 8 4 5 1 6 5 2 Permitted Phases 8 4 4 Detector Phase 8 8 4 4 5 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 5.0 18.0 5.0 18.0 Minimum Split (s) 37.5 37.5 37.5 37.5 11.0 11.0 27.5 11.0 27.5 Total Split (s) 65.0 65.0 65.0 65.0 19.0 19.0 96.0 19.0 96.0 Total Split (%) 36.1% 36.1% 36.1% 36.1% 10.6% 10.6% 53.3% 10.6% 53.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary 0 PUBLIC Condi P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra public fearing In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 48 (27%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 13: NW 12th Ave & NW 16th St 01 lir 02 4Rj ■ 04 19s I96s 65s 05 06 (F2) 08 19s I 196s I 65s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 13: NW 12th Ave & NW 16th St Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Condit'n' P.M. N�E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra publicfearing In accordancew. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. Lane Configurations "i 1 fir 11 144 11 4' Traffic Volume (veh/h) 71 14 72 123 52 154 33 1171 61 54 782 65 Future Volume (veh/h) 71 14 72 123 52 154 33 1171 61 54 782 65 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 75 15 76 129 55 '162 35 1233 64 57 823 68 Adj No. of Lanes 1 1 0 1 1 1 1 2 0 1 3 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 200 44 222 188 305 323 45 2363 123 72 3378 278 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.03 0.92 0.92 0.05 0.94 0.94 SatFlow,veh/h 1160 268 1356 1300 1863 1583 1774 3423 178 1774 4789 394 Grp Volume(v), veh/h 75 0 91 129 55 '162 35 637 660 57 582 309 Grp Sat Flow(s),veh/h/In 1160 0 1623 1300 1863 1583 1774 1770 1831 1774 1695 1793 Q Serve(g_s), s 10.7 0.0 8.9 17.6 4.6 16.3 3.5 10.2 10.2 5.7 2.5 2.5 Cycle Q Clear(g_c), s 15.3 0.0 8.9 26.5 4.6 16.3 3.5 10.2 10.2 5.7 2.5 2.5 Prop In Lane 1.00 0.84 1.00 1.00 1.00 0.10 1.00 0.22 Lane Grp Cap(c), veh/h 200 0 266 188 305 323 45 1222 1264 72 2391 1265 V/C Ratio(X) 0.37 0.00 0.34 0.69 0.18 0.50 0.78 0.52 0.52 0.79 0.24 0.24 Avail Cap(c_a), veh/h 384 0 523 394 600 574 128 1222 1264 128 2391 1265 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.73 0.73 0.73 0.76 0.76 0.76 Uniform Delay (d), s/veh 71.5 0.0 66.7 78.4 64.9 63.5 86.5 2.7 2.7 84.4 1.7 1.7 Incr Delay (d2), s/veh 0.9 0.0 0.6 3.3 0.2 0.9 7.5 1.2 1.1 5.6 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.5 0.0 4.1 6.5 2.4 7.2 1.8 5.2 5.3 2.9 1.2 1.3 LnGrp Delay(d),s/veh 72.3 0.0 67.3 81.7 65.1 64.4 94.0 3.9 3.8 90.0 1.9 2.1 LnGrp LOS E E F E E F A A F A A Approach Vol, veh/h 166 346 1332 948 Approach Delay, s/veh 69.5 71.0 6.2 7.2 Approach LOS E E A A PZ-1 -263 01/sRR Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.6 133.0 36.5 13.3 130.3 36.5 Change Period (Y+Rc), s 6.0 6.0 7.0 6.0 6.0 7.0 Max Green Setting (Gmax), s 13.0 90.0 58.0 13.0 90.0 58.0 Max Q Clear Time (g_c+I1), s 5.5 4.5 28.5 7.7 12.2 17.3 Green Ext Time (p_c), s 0.0 2.4 0.9 0.0 3.4 0.7 Intersection Summary HCM 2010 Ctrl Delay 18.4 HCM 2010 LOS B K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 14: NW 12th Ave & NW 14th St f 1- Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations ft 4 ft, ri i ftera Traffic Volume (vph) 149 173 375 492 192 899 184 98 983 Future Volume (vph) 149 173 375 492 192 899 184 98 983 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 3 8 7 4 1 6 7 5 2 Permitted Phases 8 4 6 6 2 Detector Phase 3 8 7 4 1 6 7 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 5.0 7.0 Minimum Split (s) 15.0 42.0 12.0 42.0 15.0 30.0 12.0 12.0 33.0 Total Split (s) 31.0 56.0 31.0 56.0 22.0 71.0 31.0 22.0 71.0 Total Split (%) 17.2% 31.1% 17.2% 31.1% 12.2% 39.4% 17.2% 12.2% 39.4% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None None C-Max Intersection Summary 0 PUBLIC Condi P.M. IV � 1 14.E Completion of staff re.winiicates=rmitappncanon meets minnum requirements under Miam 2landlor the City of Miami Code,ortly This permit application willr d to be scheduled bra publicfeanng In accordance Wth timelines set forth In the City of Miami Code. The applicable tlecisbn-malting body MI renew the permit appncanon at the public hearing and render either a recommendation or a final decision. PZ-18-263 01/22/19 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 16 (9%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated -Coordinated Splits and Phases: 14: NW 12th Ave & NW 14th St 2Z s 0 01 05 �71s lir oa (R) 3 04 31s 56 s } 1 06 4R) ir 'i 07 8 22s �71s 1 m31N 56s K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 Signalized Intersection Summary Future T 14: NW 12th Ave & NW 14th St • Q Condi P.M. IV � 1 14.E Completion of staff reiew indicates=rmitapptication meets minnum requirements under Miam 2landlor the City of Miaml Code. oriy. This permit application will need to be scheduled bra public fearing In accordance,. timelines set forth In the City of wri-RldkJ, hotly will renew the perapplication at the publicyy����������eeeeaaaaaaring and render either recommendation l decision. A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations ft 1'"+i +1 ri vi 1' Traffic Volume (veh/h) 149 173 204 375 492 180 192 899 184 98 983 101 Future Volume (veh/h) 149 173 204 375 492 180 192 899 184 98 983 101 Number 3 8 18 7 4 14 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/In 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 164 190 224 412 541 '198 211 988 202 108 1080 111 Adj No. of Lanes 1 2 0 1 2 0 1 2 1 1 3 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 212 331 296 328 596 217 322 1697 970 268 2098 215 Arrive On Green 0.09 0.19 0.19 0.13 0.23 0.23 0.10 0.64 0.64 0.06 0.60 0.60 SatFlow,veh/h 1774 1770 1583 1774 2542 927 1774 3539 1583 1774 4687 481 Grp Volume(v), veh/h 164 190 224 412 376 363 211 988 202 108 781 410 Grp Sat Flow(s),veh/h/In 1774 1770 1583 1774 1770 1699 1774 1770 1583 1774 1695 1778 Q Serve(g_s), s 13.3 17.6 24.1 24.0 37.2 37.4 11.7 28.9 7.5 6.0 24.2 24.2 Cycle Q Clear(g_c), s 13.3 17.6 24.1 24.0 37.2 37.4 11.7 28.9 7.5 6.0 24.2 24.2 Prop In Lane 1.00 1.00 1.00 0.55 1.00 1.00 1.00 0.27 Lane Grp Cap(c), veh/h 212 331 296 328 415 399 322 1697 970 268 1518 796 V/C Ratio(X) 0.78 0.57 0.76 1.26 0.91 0.91 0.66 0.58 0.21 0.40 0.51 0.52 Avail Cap(c_a), veh/h 296 482 431 328 482 463 334 1697 970 337 1518 796 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 55.3 66.6 69.3 54.9 67.0 67.1 25.2 22.2 10.4 26.3 25.0 25.0 Incr Delay (d2), s/veh 5.1 1.2 3.5 137.7 18.4 19.7 3.3 1.5 0.5 0.3 1.2 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.8 8.7 10.9 17.1 20.3 19.7 5.9 14.5 3.4 2.9 11.5 12.4 LnGrp Delay(d),s/veh 60.3 67.8 72.8 192.6 85.4 86.8 28.5 23.7 10.9 26.6 26.2 27.3 LnGrp LOS EEE F F F CCBCCC Approach Vol, veh/h 578 1151 1401 1299 Approach Delay, s/veh 67.6 124.2 22.6 26.6 Approach LOS E F C C PZ-1 -263 01/22/19 Timer 1 2 3 4 5 6 7 8 IEW Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 20.7 87.6 22.5 49.2 15.0 93.3 31.0 40.7 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmax), s 15.0 64.0 24.0 49.0 15.0 64.0 24.0 49.0 Max Q Clear Time (g_c+I1), s 13.7 26.2 15.3 39.4 8.0 30.9 26.0 26.1 Green Ext Time (p_c), s 0.0 3.4 0.1 2.8 0.1 3.0 0.0 2.1 Intersection Summary HCM 2010 Ctrl Delay 56.0 HCM 2010 LOS E K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report Q 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 15: NW 13th Ave & North Project driveway • Q Intersection Int Delay, s/veh 5.2 Movement WBL WBR NBT NBR SBL SBT Condi P.M. IV � 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF 1EW Lane Configurations Traffic Vol, veh/h 111 87 144 60 113 102 Future Vol, veh/h 111 87 144 60 113 102 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 121 95 157 65 123 111 Major/Minor Minorl Majorl Major2 Conflicting Flow All 547 190 0 0 222 0 Stage 1 190 Stage 2 357 - - - Critical Hdwy 5 5 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3 3 - - 2.218 - Pot Cap-1 Maneuver 699 997 - - 1347 - Stage 1 975 - - - Stage 2 811 - - Platoon blocked, % Mov Cap-1 Maneuver 631 997 - 1347 Mov Cap-2 Maneuver 631 Stage 1 880 Stage 2 811 Approach WB NB SB HCM Control Delay, s 11.7 0 4.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 752 1347 - - 0.286 0.091 - 11.7 7.9 0 - B A A - 1.2 0.3 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 0 PUBLIC HCM 2010 TWSC Future T 16: NW 13th Ave & South Project driveway • Q Intersection Int Delay, s/veh 4.7 Movement WBL WBR NBT NBR SBL SBT Condi P.M. IV � 1 14.E Completion of staff renew indicates=rmitappbcaton meets minnum requirements under Miam 2landlor the City of Miaml Code, only. This permit application will need to be scheduled bra public hearing In accordancew. timelines set forth In the City of ionear!ngng bodyMIrenew the permit z recorronat thepubra Mang and render either recommendation or a final decision. 'PA P7-18-963 01/22/19 RF 1EW Lane Configurations Traffic Vol, veh/h 106 93 126 93 80 101 Future Vol, veh/h 106 93 126 93 80 101 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 115 101 137 101 87 110 Major/Minor Minorl Majorl Major2 Conflicting Flow All 472 188 0 0 238 0 Stage 1 188 Stage 2 284 Critical Hdwy 5 5 - - 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3 3 - 2.218 Pot Cap-1 Maneuver 754 999 - 1329 Stage 1 977 Stage 2 879 Platoon blocked, % Mov Cap-1 Maneuver 701 999 - 1329 Mov Cap-2 Maneuver 701 Stage 1 909 Stage 2 879 - Approach WB NB SB HCM Control Delay, s 11 0 3.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 815 1329 - HCM Lane V/C Ratio - 0.265 0.065 HCM Control Delay (s) - 11 7.9 0 HCM Lane LOS - B A A HCM 95th %tile Q(veh) - 1.1 0.2 K:\FTL_TPTO\043157001 - Miami Produce\Calcs\Synchro\043157001 - Miami Produce PM Future Total.syn Synchro 10 Report 0 r