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Section II Tab 4 - Traffic Study
Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Submittal to the City of Miami Miami Produce Special Area Plan (SAP) Miami, Florida dw- Kimley»>Horn © 2018 Kimley-Horn and Associates, Inc. Updated November 2018 August 2018 043157001 . ... . ... NOTICE requmntl mm dMwmi ® eode,onv m: pemrta-Miemz1enalor�Cityi pgicafimvnur�d w be wKauea nra NMiiicM1eadnglnaccordanceHim timelinessec inmeciyof MiamiCode.TM1eapptit' bletlptkbn-malting b odyw2lreWM� me perint apgiration M me putlk Maung arq !stl v eXhs a recarrtlerkafion orafirul Eeasm. PZ -18-263 01/22/19 Traffic Impact Analysis for Submittal to the City of Miami Miami Produce Special Area Plan (SAP) Miami, Florida dw- Kimley»>Horn © 2018 Kimley-Horn and Associates, Inc. Updated November 2018 August 2018 043157001 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Miami Produce Special Area Plan (SAP) Miami, Florida Prepared for: Miami Produce Center, LLC Prepared by: I/? ,#"./ Kimley—Horn and Associates, Inc. " !r�i a No. 1132U1 � STATE OF (1117; 'IVAL 1lflfill�� John McWilliams, P1. Kimley>>> Hgrn Florida Registration Number 52541 (02018 Kimsey -Horn and Associates, Inc, Kimley-Horn and Associates, Inc. updated Navember2018 600 North Pine Island Road August 2016 043257001 Fort Lauderdale, Fl. 33324 CA # 00000696 <oa,a NOTICE Traffic Impact Analysis ��e�nol.�nr�ewintlka,eacermi�a�l�aon�eb m r yuirements uMx Miam 21arWlortM City of Miami oae: Y—�pA,b-,— tlrobdy.t fibra wbrebeann9lnacwrtlarr 1htimelinesutfWh In-Cityol Miami Cotle.Theapptitable tlecik -malting hotlywill rehery ne vermis appticanon at we vubac Faannq arm rw�tler eime a for Submittal to the recommendarwn or a oral tleo son. PZ -18- 1 01122/19 City of Miami ' Miami Produce Special Area Plan (SAP) Miami, Florida Prepared for: Miami Produce Center, LLC Prepared by: I/? ,#"./ Kimley—Horn and Associates, Inc. " !r�i a No. 1132U1 � STATE OF (1117; 'IVAL 1lflfill�� John McWilliams, P1. Kimley>>> Hgrn Florida Registration Number 52541 (02018 Kimsey -Horn and Associates, Inc, Kimley-Horn and Associates, Inc. updated Navember2018 600 North Pine Island Road August 2016 043257001 Fort Lauderdale, Fl. 33324 CA # 00000696 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn EXECUTIVE SUMMARY Miami Produce Center, LLC is proposing a mixed-use redevelopment generally bo 1pact A Y Ls TICE �anwe�nnof��nr�,intlkatesPermitaw��tion mee� m r yuirements uMx Mianv 21aMlortM1e Ciry of Miami mbli,o , Thispmnitapplica�bnwillneetl to be sG NuleOty f WOIic M1eanng In acwrdarrz vnM emelires sec fwlM1 In the Ciryof Miam i Co tle. TM1e apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the Public Maririg antl rentlereiNaa recommendat'xm or a oral tleosion. kofAt93 22nd Street to the north, NW 21St 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. Access to the proposed redevelopment is provided via one (1) full -access driveway along NW 13th Avenue between NW 21St Street and NW 21St Terrace and one (1) full -access driveway along NW 13th Avenue between NW 21St Terrace and NW 22nd Street. Furthermore, to improve mobility and circulation, the project is proposing to extend NW 21St 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/N'W 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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - i November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn TABLE OF CONTENTS 1pact A Y Ls TICE �anwe�nnof��anre�e�,ir�kafesoermirapp��aon mee� m r yuirements uMx Mianv 21aMlorthe Ciry of Miami Code,o This pmnitapgica�bnwillneed to be scheduled bra WOIic M1e,dng In acwrdarrz vnM emelires sec fwlM1 In the Ciryof Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public hearing and rentlereiNaa recommendat'xm or a oral deosion. FPO -263 01/22/19 INTRODUCTION ................................................................................................................ DATACOLLECTION......................................................................................................................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 .................r....e......................................................8 Transportation Corridors.................................................................................................8 FUTURE BACKGROUND TRAFFIC CONDITIONS..............r..........................................................17 Background Area Growth..............................................................................................17 PROJECT TRAFFIC...........................................................,...........................................................19 Existing and Proposed Land Uses........................................4..........................................19 ProjectAccess................................................................................................................19 TripGeneration.............................................................................................................22 MultimodalReduction...................................................................................................22 InternalCapture............................................................................................................22 Pass -by Capture.............................................................................................................22 NetNew Project Trips....................................................................................................23 Trip Distribution and Assignment....................6..............................................................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 KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - ii November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:M Kimlev)Morn LIST OF FIGURES pact y STICE canpemd ob mrt renew ldacares Pelma a ppiomd meets nitrlmvn requiremen¢u MwMz1anolo!Ne CiyofMiami « i,,,P� aP� fili,of=� dI petit reaynq l a a.roldarce wim emetines sac body in ee ciy of ftpi—app eapptit' Me tlptkbn-malting botlyw2lreWM� thepellletappl[aeon Mlye pltlk Fealing dlq lBNf+ eltlltla re<arrtavltlaeon orafirul Eeason. Figure 1: Site Location Map \". 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 413: 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 SARA— Page - iii November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn LIST OF TABLES 1pact A Y Ls TICE �anwe�nnof��anre�e�,ir�kafesoermirapp��aon mee� m r yuirements uMx Mianv 21aMlorthe Ciry of Miami Code,o This pmnitapgica�bnwillneed to be scheduled bra WOIic M1e,dng In acwrdarrz vnM emelires sec fwlM1 In the Ciryof Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public hearing and rentlereiNaa recommendat'xm or a oral deosion. -263 01/22/19 Table 1: Transportation Corridor Level of Service Thresholds7 ................................................. 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 N VV' 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 KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - iv November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [3� Kimlev)))Horn LIST OF APPENDICES APPENDIX A: Site Plan APPENDIX B: Methodology Correspondence APPENDIX C: Traffic Data APPENDIX D: Miami -Dade Transit Data APPENDIX E: Existing Conditions Analysis APPENDIX F: Growth Rate Calculations APPENDIX G: Trip Generation APPENDIX H: Cardinal Trip Distribution APPENDIX I: Volume Development Worksheets APPENDIX J: Future Background Conditions Analysis APPENDIX K: Future Total Conditions Analysis pact y STICE NOT IPelmi�appiomnmeeis m 'n requirenemsu Miam2tanolo!Ne CiyofMiami h Tlvs Pmnird,d afi lk lliw tbeh,nd EI peat MaM1ng In a.roldancewim emetines sec bads in eeciyof MiamiCotle.Th. apptit' bletlptkbn-malting badly M1 the Penlrtappl[aeon MCle pltlk Maung dlq lBrlf+ eltlltla \reconrnenEalionaafirul Eeosm� PZ -18-263 01/22/19 K:\FTL_TPTO\043157001-Miami Produce\Report\Miami Produce SAP.docx Page - v November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn INTRODUCTION Miami Produce Center, LLC is proposing a mixed-use redevelopment generally bo 1pact A Y Ls TICE a ween e=eu r,intlkatesP,M1,w tit fM mryuirementsuMx Miam21 . this Ciryof Miami mbli,o , This pertnitapplica�bnwillneetl to be aG Nuled bra WOIic M1eanng In acwrdarrz vnM emelirea ut fwlM1 In the Ciryot Miam i Co tle. TM1e apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at Ne Public Iwming rentlereiNaa recommendarxm or a oral tleowsion. kofAt93 22nd Street to the north, NW 21St 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 consustent 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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 1 November 2018 Evaluating unlicensed D namicPDF feature. Click here for details. 31:45:d1 Li :w41s1 �, SITE fS. r77—'- 7 zww' 717 �- ���'�' •.i 1. jp72 4 • x"11" �. -- - •aCrti: :� i� YC ■€ - �i I i �.I �` ' i� ■'rib. �� 1• ij5'i'� ..:'i _ �.:� - �i �1 ���. �� �. , � e+ � •'.i•�� � i �. �_- � .,� � t �, , x�,r - � �' it �� 1.� J �u' a� %��i1�r�,��` y -v �•■ it ice++ `. ���_`—.J ri. -C 5� i Figure 1 V;I I—I V Location Map Y Miami Produce SAP © 2018 Miami, Florida Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn 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 21St Terrace and NW 13th Avenue • NW 21St Terrace and SR 933/NW 12th Avenue • NW 21St Street and NW 13th Avenue • NW 21St 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 1pact A Y Ls TICE a ween ets a ewindicatesp,M1,p C,tynmee mryuirementsuMx Miam21 . the Ciryof Miami Code,o , This pmnitapgica�bnwillneed to be scheduled bra WOIic M1eadng In acwrdarrz vnM emelires set fwlM1 In the Ciryot Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at Ne public Iwming rentlereiNaa recommendat'xm or a oral deowsion. 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 201h 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 KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 3 November 2018 19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimle >>)Horn Tra :' pactALMi-ficcE CorM—of —, permit zppc regdreai- 2r -/or theWorks — Signals and Signs Division for all study area signalized intersections.o,r;tfWu-, cod —. eci--m rg eocpermrapgiublic Fa Nxgreraor a fiml Eetlsmovement counts, 24-hour volume counts, FDOT peak season factor category repor X-2632/19 timing data are included in Appendix C. 0 Figure 2 presents the existing turning movement volumes at thestudy 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 Evalt Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn CAPACITY ANALYSIS METHODOLOGY Level of Service Standard 1pact A Y Ls TICE a ween etsunreeewiaxatespaM1,p C,tynmee mryuirementsuMx Miam21 . the Ciryof Miami Code,o , This pmnitapgica�bnwillneed to be scheduled bra WOIic M1eadng In acwrdarrz vnM emelires set fwlM1 In the Ciryot Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at Ne public Iwming rentlereiNaa recommendat'xm or a oral deowsion. APZ -18-263 01/22119 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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 6 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimlew))Horn Table 1: Transportation Corridor Level of Service Thresholds Impact Ar compleeon°rsun reeewindic paM/, pLcaconmeeu m repuirementappk Miartv21a w the Ciryof Miaml Code 'My ng,permitapgkar'lon r,rei edt the achrd bra public ng,r acmrdarre viiM tlmelines ut IonF In tM Ciry°t It' ! IKaOonMNe ubtic M2li xld lentlelei Note: (1) Based on Minor (1 signal per quarter mile) roadway, two-lane directional divided with exclusive left -turn lanes. (z) 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 NW 12th Ave North NW 12th Ave South NW 20th St West N Ith Sip (NW 20th St and NW 28th St)(l) (NW 14th St and NW 20th St)(Z) (NW 17th Ave and NW 12th Ave)(3) (NW 12th Av - ' l "263 (3) LOS Peak Hour Peak Hour Peak Hour Peak Hour V/C Directional V/C Directional V/C Directional V/C HDirectional Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds 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 - >1.00 - >1.00 - >1.00 - >1.00 Note: (1) Based on Minor (1 signal per quarter mile) roadway, two-lane directional divided with exclusive left -turn lanes. (z) 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 ANOTICE peat leannq � a«o.darce wpm em��.�c roni EXISTING CONDITIONS CAPACITY ANALYSIS recarrtittkafion a a firul Eeosm. PZ -18-263 Transportation Corridors 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 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 Raw Existing Peak Season Segment Volumes Volumes Roadway Direction (veh/hr) Peak Season Factor (veh/hr) �- A.M. P.M. - A.M. P.M. From To Peak Hour Peak Hour Peak Peak Hour Hour NW 20th NW 28th Northbound 686 1,304 1.03 07 1,343 SR 933/NW Street Street Southbound 1,118 632 1.03 152 651 12th Avenue NW 14th NW 20th Northbound 739 1,165 1.03 61 r11117 1,200 L Street Street Southbound 1,084 701 1.03 722 NW 17th NW 12th Eastbound 1,098 748 1.03 1,131 770 Westbound 699 1,212 1.03 720 1,248 NW 20th Avenue Avenue Street NW 12th NW 10th Eastbound 1,030 862 1.03 1,061 888 Westbound 637 1,059 1.03 656 1,091 Avenue Avenue 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] KidepMorn • Route 21 operates along NW 12th Avenue and NW 20th Street in the vicinity ..i ANOTICE �kIM21IMjI� CIty,fMe� epuir=,t pp er Miam21 w the Ciryof Mibr Thls perrnitapgicafwnwillreeC to be scheGuled bra inq In accordance v�M M1melines sec fMh In the Cityoi e��l} decision. malting buM wi ii renew Y� OubGc hearirq xq rentkr eiNa a MM 8-263 area with 30 -minute headways in the northbound and southbound directions nP 1 g ��22/192/19 A.M. and P.M. peak hours. • 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 12th 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 maps are included) in Appendix D. Ridership data was obtained from Miarni-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 12th 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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 9 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>))Horn Table 3: Peak Hour Transit Conditions on SR 933/NW 12th Avenue North ANOTICE pA.b,.n11rycoaerbe appirabie aee �sioa-maw�gbodywi areNaw K:\FTL_TPTO\043157001-Miami Produce\Report\Miami Produce SAP.docx Page- 10 November 2018 orafinal- -263 2/19 Peak Hour Peak Hour Direction Headways in Vehicles per Hour Capacity Per Directional Transit Route Information Travel minutes A'M' Vehicle Person -Trip SRof A.M. (P.M') (riders) Capacity R(P.M.) A.M. (P.M.) A.30 Northbound ( ) 2 2 () 59()()30 118 118 23 riders 30 ridersRoute 1230 2 118 49 riders Southbound ()()59 2 118 ()()30 23 riders30 2 118 29 riders Northbound (30) (2) 59Route !118) 2100 30 2 118 Z = Z Southbound (30) (2) 59 (118) o30 2 1187 riders Northbound (10) (6) 59 (354)Route 95Southbound30 2 33 riders Zc (6) 59118 (354) (6 riders) _(10) 5 12 6,048 � 1,040 riders Z Northbound ��(5) (12) 504 (6,048)Metrorail5 Southbound 12 (12) 504(5) 6,048 6,048) 992 riders (2,480 riders)JI 6,402. 1,099 ridersNorthbound (22) (6,638) II(1,273 riders)II Total18 Southbound - (22) 5,402 (6,638) 1,115 riders (2,537 riders) K:\FTL_TPTO\043157001-Miami Produce\Report\Miami Produce SAP.docx Page- 10 November 2018 orafinal- -263 2/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>))Horn Table 4: Peak Hour Transit Conditions on SR 933/NW 12th Avenue South ANOTICE a mes.�cionn'�nme cityw abieaa-maw�g boayw�ure�aw It tM1e pubic M1earing arA rentle•eltlrxa , Note: Ill Ridership estimated based on adjacent MDT routes. final tleo! 18- 63 2 19 K:\FTL_TPTO\043157001-Miami Produce\Report\Miami Produce SAP.docx Page- 11 November 2018 Peak Hour Vehicles Peak Hour kFlgu Transit Route Direction Headways per Capacity Per Directional oal/ Information of Travel in minutes Hour Vehicle Person -Trip A.M. A.M. (riders) Capacity Ridership (P.M.) (P.M.) A.M. (P.M.) A.M. (P.M.) Northbound 30 I (30) 2 I (2) I 59 118 I (118) 23 riders (30 riders) Route 12 30 2 118 49 riders Southbound 30 I ( ) 2 I () I 59 118 I ( ) 23 riders ( ) 30 2 118 49 riders Northbound (30) (2) 59 1118) (45 riders) Route 32 30 2 118 30 riders Southbound (30) I (2) _ 59 � (118) (30 riders) 30 2 118 7 riders Northbound (10) (6) 59 (354) (124 riders) a Route 95 30 2 118 33 riders Southbound (10) (6) 59 (354) (6 riders) N 3z: � Northbound Northbound 15 (15) _ 4 (4) i 40 _ 160 (160) 34 riders (42riders) Trolley(l) �� riders) > m Q Southbound (15) I (4)_ ! 40 I (160) (30 riders) I 15 4 160 34 riders Z Health District Northbound (15) (4) 40 (160) (42 riders) ren `i Trolley(l) 15 4 160 48 riders Z Southbound (15) L40 (4) (160) (30 riders) Eastbound/ i 45 1 I 59 20 riders Ca Route 113/ Route M Northbound Westbound/ (45) 45 (1) 1 59 (59) 59 (14 riders) 27 riders Southbound I (45) (1) I 59 I (59) (16 riders) 5 I 12 I 6,048 II 1,040 riders Northbound I I (5) I I— (12) I 504 I (6,048) II �� (1,120 riders) Metrorail — — Southbound — 5 12 I 504 6,048 992 riders (5) I (12) , I I (6,048) (2,480 riders) 27 6,781 1,207 riders Northbound _ (31) (7,017) (1,417 riders) Total 27 6,781 1,227 riders Southbound I 31 I ( ) I 7 017 I (7,017) ' ) 2 615 riders (2,615 I ) Note: Ill Ridership estimated based on adjacent MDT routes. final tleo! 18- 63 2 19 K:\FTL_TPTO\043157001-Miami Produce\Report\Miami Produce SAP.docx Page- 11 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley>))Horn Table 5: Peak Hour Transit Conditions on NW 20th Street West �neare=cermr m reguaemenrs unaer miam uanalonrx Cotle.oNy Thls -t 'Wk- willre H to be public Mannq In acmrdarre viiM tlmelines sec Ion Miam �a,apptirab lsi°°-m wnq ba tM1e permitapplicanon at the public Faaring arAn Peak Hour Vehicles Peak Hour r1 or a final tledsion. -263 �n91 2/19 Transit Route Direction Headways per Capacity Per Directional • Information of Travel in minutes Hour Vehicle Person -Trip Ridership A.M. A.M. (riders) Capacity L(P.M.) (P.M.) A.M. (P.M.) A.M. (P.M.) F-130 2 118 49 riders �(30) �' Northbound (2) 59 (118) (45 riders) Route 32 30 2 118 30 riders Y a, Southbound 59 (2) (118) (30 riders) Q15 4 160 64 riders Allapattah Eastbound I (15) I (4) I 40 I (160) (61 riders) Z Trolley Westbound 15 (15) 4 (4) 40 160 (160) 41 riders (41 riders) en en _ 6 278 113 riders Z Eastbound I I (6) I I (278) (106 riders) v Total Westbound F(6 278 71 riders (278) (71 riders)) Note: (l) Ridership estimated based on adjacent MDT routes. K:\FTL_TPTo\o43157oo1 - Miami Produce\Report\Miami Produce SAP.doc« 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 201h Street East A� OTICE ntl�eate=cermta�fi�finn�e� -m-c ionb',n me ciCtyty w :able aee �:�oa-maw�g bony w� a re�aw at the Public Faari ng arA rentle• eltlrx a Note: (T) Ridership estimated based on adjacent MDT routes. ora final tlerision. 1 -263 J 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 2/19 Peak Hour Peak Hour HpQr- Transit Route Direction Headways in Vehicles per Hour Capacity Per Directional DIa41 Information of Travel minutes A.M. Vehicle Person -Trip A.M. (P.M.) (riders) Capacity Ridership (P.M.) A.M. (P.M.) A.M. (P.M.) Eastbound/ 30 2 118 41 riders Southbound I (30) I (2) I 59 I (118) (28 riders) Route 21 Westbound/ 30 2 118 29 riders Northbound I (30) I (2) I 59 I (118) (21 riders) Eastbound/ 30 2 118 30 riders Route 32 Southbound Westbound/ (30) 30 (2) 2 59 (118) 1.18 (30 riders) 49 riders Q Northbound (30) (2) _ 59 , (118) (45 riders) J Eastbound/ 45 1 59 20 riders Z Route 113/ Northbound (45) (1) 59 (59)� (14 riders) Route M Westbound/ 45 1 59 27 riders Southbound (45) (1) 59 (59) (16 riders) N > t Z q Allapattah Trolley ili Eastbound 15 (15) 15 4 (4) 4 I 40 _ 160 (160) IL 160 42 riders (32 riders) 46 riders Z Westbound (15) (4)_ 40 (160) (37 riders) ate, Eastbound/ 15 4 40 160 42 riders 3 Stadium Southbound I (15) I (4) I I (160) (32 riders) v Trolley(') Westbound/ 15 4 i60 46 riders Northbound (15) (4) 40 (160) (37 riders) 13 615 175 riders Eastbound - (13) - (615) (136 riders) L� Total Westbound - 13 - 615 197 riders (13) (615) (156 riders) Note: (T) Ridership estimated based on adjacent MDT routes. ora final tlerision. 1 -263 J 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 2/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] i Kimlep))Horn Table 7: Existing A.M. Peak Hour Transportation Corridor Segment Conditions comMenonorsun reeewindicares permrcaFyunacon meeu m r yuiremenn uMer Miartv 21aMlorthe Ciry of Miaml Code.oHy Thls perrnitapgkafwnwillneed to fae scheduled bra peenrpaneq'�r, aceomar� spm emelmes sec mnh',n,ne cry of Impact Analysis Note: (�)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 Peak P.M. Peak P.M. Peak Hour Directional Peak Hour P.M. Peak P.M. Peak P.M. Peak P.M. Peak Hour Level of Segment rxommendatbn ora do decision. 2018 A.M. Peak Season Volumes Hour Transit (2) Hour Transit Hour Total Hour Excess Roadway A.M. Peak Direction Season Ridership TotalVolume Capacity Capacity Capacity (C) Capacity Service Peak A.M. Peak Hour Directional Peak Hour A.M. Peak A.M. P 112 " our Level of From Segment To 2018 A.M. Peak Season Volumes Hour Transit Person -Trips Person -Trips Vehicles Person-Trips(l) Person -Trips (2) Hour Transit Hour Tota �,ir @���.M. Roadway Direction Season 1,343 1,880 1,273 3,153 1,840 2,576 Ridership Total Volume Capacity Capacity Capacity (C) Service • NW 20th St NW 28th St Southbound 1.03 Factor 2,537 3,448 1,840 2,576 6,638 9,214 (V) 0.374 C NW 12th Ave From To Northbound 1.03 1,200 1,680 Vehicles Person -Trips(') Person -Trips Person -Trips Vehicles Person-Trips(l) Person -Trips Person -Trips Person -Trips V/C LOS Southbound 1.03 722 1,011_ 2,615 3,626 2,780 3,892 Northbound 1.03 707 990 1,099 2,089 1,840 2,576 6,402 8,978 6,889 0.233 C Eastbound NW 20th St 770 1,078 NW 28th St Southbound 1.03 1,152 1,613 1,115 2,728 1,840 2,576 6,402 8,978 6,250 0.304 C 71 1,818 1,656 2,318 278 2,596 NW 12th Ave 0.700 D Northbound 1.03 761 1,065 1,207 2,272 2,780 3,892 6,781 10,673 8,401 0.213 C 1,554 NW 14th St D NW 20th Ave Southbound 1.03 1,117 1,564 1,227 2,791 _ 2,78_0 3,892 6,781 10,673 7,882 0.261 C Eastbound 1.03 1,131 1,583 1,696 1,656 2,318 278 2,596 900 0.653 D NW 12th Ave NW 17th Ave Westbound 1.03 720 1,008 _113 71 1,079 1,656 2,318 278 2,596 1,517 0.416 C NW 20th St Eastbound 1.03 1,061 1,485 _ 1,660 1,656 2,318 615 2,933 1,273 0.566 D NW 10th Ave NW 12th Ave Westbound 1.03 656 918 _175 197 1,115 1,656 2,318 615 2,933 1,818 0.380 C Note: (�)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 Note: (I)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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 14 November 2018 Peak P.M. Peak P.M. Peak Hour Directional Peak Hour P.M. Peak P.M. Peak P.M. Peak P.M. Peak Hour Level of Segment 2018 A.M. Peak Season Volumes Hour Transit (2) Hour Transit Hour Total Hour Excess Roadway Direction Season Ridership TotalVolume Capacity Capacity Capacity (C) Capacity Service Factor From To Vehicles Person-Trips(l) Person -Trips Person -Trips Vehicles Person-Trips(l) Person -Trips Person -Trips Person -Trips V/C LOS Northbound 1.03 1,343 1,880 1,273 3,153 1,840 2,576 6,638 9,214 6,061 0.342 C NW 20th St NW 28th St Southbound 1.03 651 911 2,537 3,448 1,840 2,576 6,638 9,214 5,766 0.374 C NW 12th 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 NW 14th St NW 20th Ave Southbound 1.03 722 1,011_ 2,615 3,626 2,780 3,892 7,017 10,909 7,283 0.332 C Eastbound 1.03 770 1,078 106 1,184 1,656 2,318 278 2,596 1,412 0.456 D NW 12th Ave NW 17th Ave Westbound 1.03 1,248 1,747 71 1,818 1,656 2,318 278 2,596 778 0.700 D NW 20th St 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 __L09 1,527 156 1 683 __l,..656 __2,318 615 _2,_9 3 3 __l,_2 5 0 0.574 D Note: (I)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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 14 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimlev)Morn 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. Detailed information from the intersection capacity analysis is included in Appendix E. or mn reMew tra— permit a ppL ,ka Miarmzlanaror Ne r�q�auon ureeawbe:< r IFwimeme���.�g- -rneappti�aMeaW%c-maMirtg eoc mucaaon a<v,epMtic rearing ari raarrtierMaaon aafirulaeosan. NP -M-263 01/22/19 K:\FTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docz Page - 15 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimlev)Morn 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 22 d Street and SR 933/NW 12th Avenue(') B (B) 11.7 (11.4) NW 21St Terrace and NW 13th Avenue(') A (A 9.9 (8.7) NW 21St Terrace and SR 933/NW 12th Avenue A (B) 9.2 (10.9) NW 21St Street and NW 13th Avenue A (A) 9.3 (8.9) NW 21St 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. pact A y �STICE canplemnorawnh—IMk oelm,!appuononnlaa� mrrnvn requimnems wka Miam 2tandlorN Cityd Miami de.w�Y r=pm ilapM�fiw d,o�e Medd wa PW tic leadnq l n aerordance w 1, 9melines sec form in me ciy a Miami Code. Th. app— tleekbn-malting body.lreWM� the palmi applleation M IPe puEtic Haring d!q !elYl+f eltl Iw a \reconmenda18 8 wafiruldmsan� PZ --263 01/22/19 K:\FrL_TPTO\043157001-Miami Produce\Report\Miami Produce SARA— Page - 16 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn FUTURE BACKGROUND TRAFFIC CONDITIONS Future background traffic conditions are defined as expected traffic conditions on network in the year 2025 without project traffic. Future background traffic volumes ;r ,, -, ,'-RN,i pact lalYksTICE Compleeonofs�nr�,.,i�ka,escermitapo��tion �e� m r yuirements uMx Mianv 21aMlorthe Ciry of Miami Code,o This pmnitapgica�bnwillneed to be scheduled bra WOIic M1e,dng In acwrdarrz vnM emelires sec fwlM1 In the Ciryof Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public hearing and rentlereiNaa recommendat'xM or a oral deosion. L% gV°;Yi0-2 221 s3 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. Background Area Growth 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 21St 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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 17 November 2018 Eva Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn PROJECT TRAFFIC Project traffic is defined as the vehicle trips expected to be generated by the pro distribution and assignment of that traffic, over the study roadway network. Existing and Proposed Land Uses ;r ,, -, , 'N' pact lalYksTICE ets�nr r i�ka,es aM1,� tit fM mryuirementsppl Miam21 . the Ciryof Miami Code,o , This pmnitapplica�bnwillneed to be scheduled bra WOIic M1eadng In acwrdarrz vnM emelires set fwlM1 In the Ciryot Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanonatthepublic recommefimld deosiowrentlereiNaa ndat'xM or a oral n. L%1a TUW221 s3 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 13th Avenue between NW 21St Street and NW 21St Terrace and one (1) full -access driveway along NW 13th Avenue between NW 21St Terrace and NW 22nd Street. Furthermore, to improve mobility and circulation, the project is proposing to extend NW 21St 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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 19 November 2018 Evaluatin unlicensed D namicPDF feature. Click here for details. 31:45:d1 IVLPUBU N' ��, �_.-._ s :i7Y:'i:" ..^ - '. f f{,, W�_.— _ �'—�—•_.-,c 11[+-t"..,a '_ - E�! rrr+.+� � � T 4 y. . 4 p'^"3f'F" LI ; -7 � ' ammi �pF a 1 Y . _ � �' � _:. Yi R.��.' .y. SSR _ - - I 111 -- _ - - A•a e - _ ,—'. _ _ 1 �9, •� i +le 1 1 - i �' 1 ��� .�� � ��'- ��- - -1 �� ryP - .. r �ii'r Irrq rlil IFI•- 1'�� e y T- wo'-' ?�'� ii F... •6 arlrrF�zf1E1~ �.. I'. ..f, C S° A ■� 'T E-'• � E�� h r -.I iF [[� 1 I��1 �.,J� 1 �i - -�_. R NE.V 17 At C. LA IaJ 30 TTTT IL�f. '.F f f V; ryn �� .�\ 1__1 r ra + k 1 Figure 4A ItI I I I I C y r/I I I V I I I n !' - R r~ ,, Vehicle Ingress Routes ;' �,� � Miami Produce SAP © 2018 - �4 Miami, Florida Evaluatin unlicensed D namicPDF feature. Click here for details. 31:45:d1 IVLPUBU N' 1 9 L / 1 P 0 -- reonrricrMmbn ora ural Eeoion ' pizrfs2utes 01/22/19 i SF�fi1=' AEFNOHOW y� 252&TIC �w � ti, Lj r y .. ,..,*.vim .� - -. .. x - - ,�• I -� !L'�`�. - r i71 � ! ; Mol- � � moi= '�° t ��l!!� _ ��-�� 1 •' �I. _ a lj da s r - - Imam. _ Unr T - Ilk , dam+� !I - f �- - � ti 'e , pry:' �'�; �� ��` �� � filow l� i' k ! ` Figure 4B 1X11 111Cy r/I I IVI 11 Vehicle Egress Routes ` Miami Produce SAP ©2018 23 1 Miami, Florida Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn Trip Generation Proposed vehicular trip generation for the project was calculated using rates and ;r ,, -, ,`qN,i pact Y kSTICE ets�e, r i�ka,es aM1,po �at fM mryuirementsppl Miam21 . the Ciryof Miami Code,o , This pmnitapgica�bnwillneed to be scheduled bra WOIic M1eadng In wrdarrz vnM timelireasetfwlM1 In the Ciryot Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at Ne public Iwming rentlereiNaa recommendat'xM or a oral deowsion. SRZ-18-263 �t I OM22119 contained in the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 101" Edi -7 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. 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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 22 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimlev)Morn Net New Project Trips ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; h pasta Y �STICE canplemnormnremewiracares permitappLolwnneets mlrirnvn requimnems wka Mimri 21 a valor Pr, city of Miami wtY r=pm ilapai�fiw,r�`—'he= "d a Pw leannglnarrordarcewim emetines sec formin meCitya Miami Cotle. TM1eapptir bletleekbn-m hN botlyw2lreWM� thelurPrt-PIP aeon M Pie pW%c Haring argrwNf+eltllwa recwrrtiwkafion wafiruldeosm. City of Miami has determined that 1.4 persons per vehicle are more appropriate for theles 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn Table 10: Proposed Net New Trip Generation ;r ,, -, ,'4N,i TICE mPe� e,�nr , i�ka,es aM1,Po aat fM mryuirementspp Miam21 w the Cityof Miaml cotle.o TnlspermitapgiwtbnWK rrai ed to be scheduledbra poen Mannq In acwrdar�ce w^m eme�ioes set ronn'r, me cry of eo pads --rrabr,e a 11 Trete,. ne Pem,a a�Pucanon as n r. -,,N ararenaeeimsa oraemiaeosion. A.M. Peak Hour (P.M. Peak Hour) Future Land Use Net New External Entering q PZ -1 (ITE Code) Scale Trips Trips Tr Existing Development Warehousing 151,147 square feet 39 31 8 (41) (11) (31) Subtotal 39 31 8 (41) (11) (31) ITE/Miami vehicular occupancy adjustment 6 5 1 (16% reduction) (7) (2) (5) Existing Vehicle Trips ss 26 7 (34) (9) 1 (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/Community 500 students 125 104 21 College (109) (61) (48) Shopping Center 74,800 square feet 111 68 43 (162) (84) (78) General Office Building 230,886 square feet 164 147 17 (177) (28) (149) Subtotal 731 431 300 (786) (361) (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 (9_92) (458) _ (534) Proposed Person -Trips 1,21.4 714 500 (1,389) (641) (748) Net New Redevelopment Net New Vehicle Trips 830 482 348 (953) (448) (505) Person -Trips (1.4 persons per vehicle) 1,162 675 487 (1,334) (627) (707) KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 24 November 2018 -263 2119 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn Trip Distribution and Assignment The likely distribution of project traffic was forecast for the trips expected to be gener ;r ,, -, ,`qN,i pact Y kSTICE ets�nr r i�ka,es aMI,po tit fM mryuirementsppl Miam21 .the Ciryul Miami Code,o , This pmnitapgica�bnwillneed to be scheduled bra WOIic M1eadng In wrdarrz vnM timelinea setfwlM1 In the Ciryot Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public lwaring and rentlereiNaa . recommenda�xMoraoraldeosion. proposed redevelopment. The trip distribution was based on an interpolated cardi 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 Trio 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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 25 November 2018 Evalue Evaluat Evalue Evalue Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimlev)Morn FUTURE TOTAL TRAFFIC Future total traffic conditions are defined as the expected traffic conditions in the year pasta Y �STICE cwrpemnorawnrenewilac oeuongn lm�!appmee� mlrrnvn requi mnems wka Mizen z1 a valor tre City Miami i ilapaKa 0' 'he=�e V� ' Pw le m In aerordarcewin emeiiw aet formin meciya Miami Cotle. Th. appGr tleekbn-malting hotlyM1relied/ the pem'+l applleanon M Ma Wtc Manng xglwNf+ eltllwa recwrrtiwMafion w a firul tleosm PZ -18-263 project traffic. Total traffic volumes considered in the analysis for this project are the sum 6rW 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 Eve Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimlev)Morn 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 pasta Y �STICE eanplemnormrcreMewiracares permitappiotlonmeets mlrirnvn requimnems uika Mimri 21 a valor Ne city of Miami �.ony spm itapdicafia 0` dwbeuited"`e ' Pw leannq,r, arrordarcewi emeiiw aet formin meCitya Miami Cotle. Th. apptir Me tleekbn-ma Nbodyw2lreWM� thepNRYtappllrationMlPe puuic -N \recZ-18 8 - eltlltla onrnenEaa firul deosm� P-263 01/22/19 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] i Kimlep))Horn Table 12: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions comgenonorsun reeewinaic p,M/,Fyuna,,y meeu mr yulr=,ts PPk, Miartv21a W tlae Ciryof Mib Cotle.oHy Thls perrnitapgkafwnvnllr Htobescheduledbra paere Mannq In aaeomar� spm emelmes sec mnn',n rr� cry of Impact Analysis Note: i1)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. Table 13: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment 2025 P.M. Peak Season P.M. Peak Hour 2025 Background Directional Peak 2018 P.M. Peak Season Volumes Growth VolTit Ridership P.M. Peak Hour Direction Volumes ransersP Capacity Hour (Z) P.M. Peak Hour Transit Capacity p Y P.M. Peak HourP.M. Total Capacity Peak Hour Excess Capacity p Y P.M. Peak Hour of Service Level Rate mmenaarwn or a Total Volume (V) (C) A.M. Peak Season A.M. Peak Hour 2025 Background Directional Peak Hour A.M. Peak Hour A.M. lou ZM1 W2025 LOS Hour Level yRate Segment Direction 2018 A.M. Peak Season VolumesA.M. Growth Volumes Transit Ridership Peak Hour CapacitylZ)Transit Capacity Total nq/ 92k r: xL20Roadwa WIVIC ervice C NW 20th St NW 28th St Southbound 651 911 1.39% 727 1,018 3,603 1,840 Total Volume (V) 6,638 9,214 5,611 (C)From C NW 12th Ave Northbound 1,200 1,680 1.39% 1,340 1,876 _2,537 1,417 3,307 2,780 3,892 7,017 10,909 7,602 0.303 C NW 14th St NW 20th Ave Vehicles Person-Tripsll) 806 1,129 Vehicles person-Trips(l) Person -Trips Person -Trips Vehicles Person-Tripslll Person -Trips Person -Trips Person - LOS To Eastbound 770 1,078 1.39% Northbound 707 990 1.39% 790 1 1,105 1,099 2,253 1,840 2,576 6,402 8,978 6,725 0.251 C 1,394 1,951 NW 20th St 2,318 NW 28th St 2,596 560 0.784 D NW 20th St Eastbound 888 1,243 1.39% 992 1,388 136 1,559 1,656 2,318 615 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 12th Ave 1,036 0.647 D 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 NW 14th St NW 20th Ave 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 Eastbound 1,131 1,583 1.39% 1,263 1,768 113 1,895 I_ 1,556 2,318 278 2,596 701 0.730 D NW 12th Ave NW 17th Ave Westbound 720 1,008 1 39% 1 804 1,126 1,211 T 1,65_6 2,318 278 2,596 1,385 0.466 D NW 20th St Eastbound 1,061 1 1,485 1 1.39% 1,185 1 1,659 _71 175 1,869 656 2,318 615 2,933 1,064 0.637 D NW 10th Ave NW 12th Ave Westbound 656 1 918 1 1.39% 1 733 1 1,026 197 1,258 1,656 2,318 615 2,933 1,675 0.429 C Note: i1)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. Table 13: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions Roadway Segment 2025 P.M. Peak Season P.M. Peak Hour 2025 Background Directional Peak 2018 P.M. Peak Season Volumes Growth VolTit Ridership P.M. Peak Hour Direction Volumes ransersP Capacity Hour (Z) P.M. Peak Hour Transit Capacity p Y P.M. Peak HourP.M. Total Capacity Peak Hour Excess Capacity p Y P.M. Peak Hour of Service Level Rate Total Volume (V) (C) Vehicles Person-Trips(l) Vehicles person -Tripsis) Person -Trips Person -Trips Vehicles person -Tripsis) Person -Trips Person -Trips Person -Trips V/C LOS From To 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 NW 20th St NW 28th St Southbound 651 911 1.39% 727 1,018 3,603 1,840 2,576 6,638 9,214 5,611 0.391 C NW 12th Ave Northbound 1,200 1,680 1.39% 1,340 1,876 _2,537 1,417 3,307 2,780 3,892 7,017 10,909 7,602 0.303 C NW 14th St NW 20th Ave Southbound 722 1,011 1.39% 806 1,129 _ 2,615 3,758 2,780 3,892 7,017 10,909 7,151 0.344 C Eastbound 770 1,078 1.39% 860 1,204 106 1,324 1,656 2,318 278 2,596 1,272 0.510 D NW 12th Ave NW 17th Ave 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 20th St Eastbound 888 1,243 1.39% 992 1,388 136 1,559 1,656 2,318 615 2,933 1,374 0.531 D NW 10th Ave NW 12th Ave Westbound 1,091 1,527 1.39% 1,218 1,706 156 1,897 1,656 2,318 615 2,933 1,036 0.647 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 - 33 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimlev)Morn Table 14: Future Background 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) 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 211t Terrace and NW 13th Avenue(�) A (A) 10.1 (8.7) NW 211t 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 201h Street and NW 17th Avenue C (D) 34.4 (36.2) NW 201h 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 101h Avenue D (E) 35.8 (65.2) NW 161h Street and SR 933/NW 121h 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. pact A y �STICE Cwiplatl o ff reWewlMk permit apptiotlonmeets mlrrnvn requiremems wka Miam 2t a valor Ne citya Miami w�Y =p�milauh-Am21ald11 addwa PW tic learinq l n accordance wi1,9melines sec form in me Ciy a Miami Code. Th. app— tleekbn-maltingb -y .1 �e pem,n app�anen M � pl,� I�d�q am rw� a \reconmenEa18 8 wafiruldeosm� PZ --263 01/22/19 K:\FrL_TPTO\043157001-Miami Produce\Report\Miami Produce SARA— Page - 34 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimlev)Morn Future Total Traffic Conditions Tables 15 and 16 present the results of the transportation corridor capacity analysis pasta Y �STICE C-Vp mn or mrr,eMewinacares pe,mit CiIM appiotlonmeets mnn�n yui�..nem:ume Mizm 21anUr loNe iemi ae.onY ,pm ilap� W` 'he= "d�,a Pw leannglna�ro,darcewi emeiiw pec formin meCiya Miami Cotle. Th. apptit' Me tletkbn-I ahN bodyw2lreWM� thepe,l,YtappAl[ationMlPe putc -N ��0 22 s3 A.M. and P.M. peak hour future total traffic conditions. As indicated in the tables, the co 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] i Kimlep))Horn Table 15: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions comgenonorsun reeewindicares permrcaFyunacon meeu mr yulrements PPk, Miartv21a W the Ciryof Mib Code.oHy Tnls pe.,do gkafwnwillneed to be scheduled bra paere Madnq In aceorda emelmes sec lonh',n me ay of Miam � code. rhe appir�ele aee �saa-maw�q Body w� a reser, dereimaa 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 P.M. Peak Hour Net New Trip Net New Trip Assignment Distribution 2025 withP.M. Project Traffic P.M. Peak Hour Total Volume (V) Peak Hour Total Capacity (C) P.M. Peak Hour Excess Capacity recommenda,'x», or a emldeo cion Roadway Segment Direction 2025 Background A.M. Peak Hour Total Volume A.M. Peak A.M. Peak Hour Hour Net New Net New Trip Trip Distribution 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 PZ -18-263 ^..1130 3WO • From To I Person -Trips I Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS 0.419 C 33% Out 233 Northbound 2253 ° ° In 223 2,636 8,978 6,342 0.294 C 33% Out 161 NW 20th St NW 28th St 0 ° In 207 4,043 9,214 5,171 0.439 D Southbound 2964 ° ° In 223 3,347 8,978 5,631 0.373 C NW 12th Ave 33% Out 161 NW 14th St Northbound 2411 30/ In 203 2,760 10,673 7,913 0.259 C C 30% Out 146 30% Out 212 NW 14th St NW 20th Ave 0 30% In 188 4,158 10,909 6,751 0.381 C I 30% Out -212_-�--- Southbound 2987 ° 3,336 10,673 7,337 0.313 C 1,032 0.602 D 30% Out 146 NW 12th Ave NW 17th Ave --- Eastbound 1895 ° In 122 2,104 2,596 492 0.810 D -18% 18% Out 88 NW 12th Ave NW 17th Ave 18% In 113 18% Out 127 2,276 2,596 320 0.877 D Westbound 1211 ° In 122 1,420 2,596 1,176 0.547 D D 7% Out 49 -18% 18% Out 88 NW 20th St NW 12th Ave Westbound NW 10th Ave NW 12th Ave Eastbound 1869 ° 7% In 47 1,950 2,933 983 0.665 D _7% 7% Out 49 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 P.M. Peak Hour Net New Trip Net New Trip Assignment Distribution 2025 withP.M. Project Traffic P.M. Peak Hour Total Volume (V) Peak Hour Total Capacity (C) P.M. Peak Hour Excess Capacity P.M. Peak Hour Level of Service From To Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS Person -Trips Northbound 3422 33% In 207 3,862 9,214 5,352 0.419 C 33% Out 233 NW 20th St NW 28th St Southbound 3603 0 ° In 207 4,043 9,214 5,171 0.439 D 33% Out 233 NW 12th Ave NW 14th St NW 20th Ave ---� Northbound 3307 0 In 1 o 3,707 10,909 7,202 0.340 C 30% Out 212 Southbound 3758 -1 0 30% In 188 4,158 10,909 6,751 0.381 C I 30% Out -212_-�--- Eastbound 1324 18% In 113-1,564 � 2,596 1,032 0.602 D NW 12th Ave NW 17th Ave --- ----- 118% Out 127 -- NW 20th St Westbound 2036 18% In 113 18% Out 127 2,276 2,596 320 0.877 D - Eastbound 1559 0 7% In 44 1,652 2,933 1,281 0.563 D 7% Out 49 NW 10th Ave NW 12th Ave Westbound 1897 0 In 44 1,990 2,933 943 0.679 D _7% 7% Out 49 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] Kimlev)Morn 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 Avenue(') B (B) 16.0 (17.5) NW 21St Terrace and NW 13th Avenue(') 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 21St 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. pact A y �STICE canplemnorawnh-IMk oelm,!appuononnlaa� mrrnvn requimnems wka Miam 2tandlorN Cityd Miami de.w�Y r=pm ilapM�fiw d,o�e Medd wa PW tic leadnq l n aerordance w 1, 9melines sec form in me ciy a Miami Code. Th. app- tleekbn-malting body.lreWM� the palmi applleation M IPe puEtic Haring d!q !elYl+f eltl Iw a \reconmenda18 8 wafiruldmsan� PZ --263 01/22/19 K:\FrL_TPTO\043157001-Miami Produce\Report\Miami Produce SARA- Page - 37 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimlev)Morn TRANSPORTATION CONTROL MEASURES PLAN A Transportation Control Measures Plan is proposed to reduce the impacts of the p pasta Y �STICE ewrpemnorawff e—ilacares pelm,lappuononn mtr _ requimnems wka Miam 2tavalorPr, cityaMiami �.wt ,pm irapaKa 0` 'I.= "P�ra Pw leanngln aerordarcewi emeiiw aet formin meCitya MiamiCotle.TM1eapptit' Metleekbn-ma Nbotlyw2lre thepellrYt-PIP.tionM. Wdic Haring xglwNf+eltllwa recwrrtiwkafion wafiruldeosm. on the surrounding roadway network. Miami -Dade County provides public transit in'I 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 arid/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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Klmlev>))Horn CONCLUSION Miami Produce Center, LLC is proposing a mixed-use redevelopment generally bou ;r ,, -, ,`qN,i pact ldYksTICE ets�e, r i�ka,es ,M1,po �at fM mryuirementsuMx Miam21 . the Ciryof Miami Code,o , This pmnitapgica�bnwillneed to be scheduled bra WOIic M1eadng In acwrdarrz vnM emelires set fwlM1 In the Ciryot Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at Ne public Iwming rentlereiNaa recommendat'xM or a oral deowsion. 22nd Street to the north, NW 21s' 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 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. KAFTL_TPTO\043157001 - Miami Produce\Report\Miami Produce SAP.docx Page - 39 November 2018 Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix A Site Plan Eva uating unlicensed DynamicPDF feature. 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[31: NW 22st St NW 21st Terrace NW 21st St L I I I I I I I I I I I I I I ------ -- -� --- -- - �� ----- ---' T'-------- - -------------- `\ Fes__ ______--------------- ------- ______ _____________------ --------------------------------- 1 1 I ------ TYhCAL TYPI AL TYPICAL i EF i RETAIL RETAIL RETAIL 1 ; I 1 --- t km-----'------------------------------- ------ t --------------------------- -rJ .__ __ o __P_ _________-------- +------------ 411, ----------- +------------ ------------ ,------------ 6 ------------ jl------------ ------------ 4--------- ________+________+__�__i_ 11 1 I I I 1 1 1-------- UNDI re ► I ; PAD 1 1 I i — — I I .r {------------ --------------------------------------- ----- a I TYPICAL I I TYPICgL TY*AL / I RETAIL I I RETAIL RETAIL j I I I 1 i PRIVATE ROAD ; I I l i i t I l i i t I l i i t I I i i t I �_ I ♦________�______,______ _ __ __ _ __ --------- _ _ _ _ ___♦___- -r -r---- I i i I g I ; TYPIAL ATYPICAL i RETAIL RETAIL ; I I I t t I I ; m ' I � • � I I l i i t I - --r---- --IT ---------- ------------ -------------- -----'----- -------'------ 11 ---------- I----------------- cp - - — ---r- I i I I I 1 1 I I ; r r r L i I ; I I q=I o I i 1 1 TYPIOAL I ' I I PArx. I I I I R .e �I RETAIL o I_ I - t I __ _______' ___________� I I ------ ------ -------- ------------I r I � I rr rMa � I i I I ; t t I t ; .__ __ ____F__L_1__ ________ _______ ____________ ___________ ____________ ___________ ____________ ___________ __i_________ I i- �- t ----------- T T I 1 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ; `•-----'---- t t 1 ( I 32'-0" 364 + St .0" NW 2�_ f 1 78._0.. 75_2.. I I � I I NOTICE Completion ofsMMreMewirgkares permitappiotlon meets um reguiremems utker Mi -21 Ind/,r Ne Ciry of Miami Code,oHy Rvs pemitagUkadenwillreed.ds Nuledsdra wblicheadng In acwrdarre with timelines set ks In the City of .'s—Thi rabl,decision-.kngbodyw911r Sw the permitapW1r.nattlupubU headngand1-dereitiwa \recmmendalionorafimlded P -18-2- 01/22/19 I I I I f CLIENT: MIAMI PRODUCE CENTER, LLC 1111 Lincoln Road. #760 Miami Beach, FL 33139 USA TEL: +1 305 978 8370 ARCHITECT: GIG BJARKE INGELS GROUP 45 Main Street Brooklyn. NY 11201 USA TEL: 1347-549-4141 TRAFFIC' Kimley>))Horn e 2010 KIMLEY-HORN AND ASSOCIATES, INC. 355 ALHAMBRA CIRCLE, SUITE 1400, CORAL GABLES. FL 33134 PHONE: 305-e73-2025 WWW.KIMLEY-HORN.COM "00000696 REV: DESCRIPTION: DATE. NW 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: KEY PLAN N ODRAWING TITLE: MIAMI PRODUCE 2140 NW 12th Avenue Miami. FL 33142 USA TEL: +1 305 978 8370 LEVEL 01 PLAN SEAL& SIGNATURE: DATE: 04/27/18 PROJECT No: 18500 MIPRO SCALE: V80" = 1-0' FORMAT: 11" x 17" DRAWN: CHK: DWG No: C6 Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy Tlvspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix B Methodology correspondence Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 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 < hbadia@miamigov.com Subject: RE: Miami Produce SAP - Traffic Study Methodology Review John, ;r ,, -, , 'N' NOTICE Compleeonof Aatl retiewiMicates permit'Wh'con mrels m r yuirements urger Mianv 21aMlorihe Ciry of Miami Cotle,oHy Thlspmnitapgicarbn will reef to be sd Nul. bra publicfeanng In wrtlarrz vnM timelines set faith In the City of MiamC ttl kappGrablep,bb n- maltinghotlywiIIrenew the pertnir application at the public lwming antlrentlereiNaa mmenaar'wn or a oral tleosion. ,,oP7-,18-263 01/22/19 AW 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(a.hntb.corn HNTB CORPORATION 161 NW 61h Street, Suite 1000 1 Miami, FL 33136 1 hntb.com 0 100+ YEARS OF INFRASTRUCTURE SOLUTIONS ©0911_0 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 I Suite 1400, 355 Alhambra Circle, Coral Gables, FL 33134 Direct: 954-535-5106 1 Mobile: 954-873-9407 1 www.kimley-horn.com Evaluating unlicensed DynamicPDF feature. Kimley»>Horn Memorandum To: Collin Worth City of Miami From: John McWilliams, P.E. P&_ Omar Kanaan, P.E. Cc: Carlos A. Alba, P.E., HNTB Date: June 24, 2018 Subject: Miami Produce Special Area Plan Traffic Study Methodology a NOTICE mple�nol,�l,r�ew tlieale= a1d/,o�M1onmee� m reguir=,taunder Miam 2l an w the Cityof Miami Cobk, q perrnitapgkar'lon willreH tbeh,ne edty0 public M1eadng In accordance-tlmelinea gI Inthe CZ Miami Cade. TM1e applicable tlec inion-maNing body wi II reNeN Me pennil apps , at the publicPaanngarAnode• eitlrxa mendatbn ora final tlerision. PZ -18-: 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 21 st 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 2111 Terrace and NW 13th Avenue • NW 21St Terrace and SR 933/NW 12" Avenue • NW 21 st Street and NW 13th Avenue • NW 21 st Street and SR 933/NW 1i 2th Avenue • NW 20' Street and NW 17th Avenue • NW 201h Street and NW 1411 Avenue • NW 201h 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 201h Street and NW 28th Street • SR 933/NW 12th Avenue between NW 14th Street and NW 201h Street Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] NOTICE ('M rmiaMKjmle >) Horn YThb, NY n9set_h lnt-Otyof n-mMr. Collin Worth, June' °°o;a^.^g tlrentlrei^ga oral tleosion. PZ -18-263 • NW 20th Street between NW 17th Avenue and SR 933/NW 12th Avenue 01/22119 • NW 20th Street between NW 12th Avenue and NW 10th Avenue ' 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 will 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, 31 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, 31 Edition are included in Attachment B. Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Kimley»>Horn Mr. Collin Worth, June NOTICE PZ -18-263 nvow19 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. 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 -11/111 (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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] NOTICE %exa RzppK Kimley ))HornMr. Collin Worth, JuneZ-1include promoting bicycling and walking, encouraging car/vanpooling, and offering altetypical workday hours. Specifically providing an on-site bicycle sharing station will Furthermore, examining a potential on-site bus stop to serve future City of Miami trolley routes proposed in the area will also be examined. 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. KAFTL_TPT0\043157001 - Miami Prod uce\Correspondence\Memo\06 e14 18 - Traffic Study Methodology.docx Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Attachment A Conceptual Site Plan Evaluating unlicensed D namicPDF feature. Click here for details. 31:45:d1 Li :w41s1 �, SITE fS. r77—'- 7 zww' 717 �- ���'�' •.i 1. jp72 4 • x"11" �. -- - •aCrti: :� i� YC ■€ - �i I i �.I �` ' i� ■'rib. �� 1• ij5'i'� ..:'i _ �.:� - �i �1 ���. �� �. , � e+ � •'.i•�� � i �. �_- � .,� � t �, , x�,r - � �' it �� 1.� J �u' a� %��i1�r�,��` y -v �•■ it ice++ `. ���_`—.J ri. -C 5� i Figure 1 V;I I—I V Location Map Y Miami Produce SAP © 2018 Miami, Florida Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 1" r m NW 21st Terrace "Im" NW 21st St .I I ---------------------------------------------------------------- ------------1----------7-------------------- aR NOTICE Corrpl bnofsdtl reMewlrgkares permitappiotlon rtlreu um requiremems utker Miarri 21 a nUlor tM1e Ciry of Miaml wb1i, Hy Tlvspmnitapplicmbnwilln—to Yx sd to Otyra pu0lic M1eanng In acwrdame viiM timelines set IohM1 In iM Ciryoi Miami Cotle.TM1e tlpptiraM1letlecision-maMing M1otly will renew the permitapgira on attM puGYt FaaringaM rentlereiNaa raarrtlttMaGon orafiral Eeoion. \Z0, $2/193 / NW 22st St aR NOTICE Corrpl bnofsdtl reMewlrgkares permitappiotlon rtlreu um requiremems utker Miarri 21 a nUlor tM1e Ciry of Miaml wb1i, Hy Tlvspmnitapplicmbnwilln—to Yx sd to Otyra pu0lic M1eanng In acwrdame viiM timelines set IohM1 In iM Ciryoi Miami Cotle.TM1e tlpptiraM1letlecision-maMing M1otly will renew the permitapgira on attM puGYt FaaringaM rentlereiNaa raarrtlttMaGon orafiral Eeoion. \Z0, $2/193 / NW 22st St Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Attachment B Trip Generation Calculations Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17, G R O U P 1 NOTICE Correllnof,wfreMew IM,,a,, permitapptiotlonmeets r yu—ms esker Miarri 21,M/or Ne Cityof Miami Cods,ony Thi, pmnitappicmbnwillreM robe o3 ,uleE fora pW4'cnea , nacrnrdxrreviim-i—anf inure Cityof Miami cone. ma apptirabla aacision-rraiurg bony wil reuei ne cem, apgirauon a<rrce puboc i:M rekx elms a rawrrtiwkaGon w a firul Eetldm. PZ -18-263 01/22/19 EXISTING WEEKDAY AM PEAK HOUR TRIP GENERATION 'AN TgOiLlIff:• DIRECTIONAL GROSS MULTIMODAL INTERNAL PASS -BY FE TRIP GENERATION CHARACTERISTICS DISTRIBUTION PROJECT TRIPS REDUCTION VOLUMES CAPTURE VOLUMES CAPTURE PROJECT TRIPS ITE ITE ITE Percent MR IC PB Land Use Etlition Code Scele Units In Out In Out Total Percent Trips In I Out j Total Percent I Trips In I out I Total Percent I Trips I In i Out J Total or PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION 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:d17j G R O U P 1 NOTICE Corrplmnon of ,wf reMew IM,,a,, permi t apptiotlon meets r yuiremems esker Miarri 21aM/or Ne Cityof Miami cada,o1y ThlspmnitappicmbnwillreM robe he,uleE fora pW4'cneanng nacrnrdxrreviim-i—anf inure Cityof Miami cone. ma apptirabla aacision-maiurg bony wil reuei ne cem, apgirauon a<rrce puboc i:M rekx elms a rawrrtiwkaGon wafirul Eetldan. PZ -18-263 01/22/19 EXISTING WEEKDAY PIM PEAK HOUR TRIP GENERATION • DIRECTIONAL GROSSMULTIMODAL INTERNAL PASS -BY 'AN VgpjLje:: FE TRIP GENERATION CHARACTERISTICS DISTRIBUTION PROJECT TRIPS REDUCTION VOLUMES CAPTURE VOLUMES CAPTURE PROJECT TRIPS ITE ITE ITE Percent MR IC PB Land Use Etlition Code Scele Units In Out In Out Total Percent Tripe In I Out I Total Percent I Trips In I Out I Total Percent I Trips In i Out Total or PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION 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] Internal Capture Reduction Calculations NOTICE Compleeonofs retiew iMisates permi[appLraconmrels m r yuirements urger Miartv 21arWloriM1e Ciry of Miami Cotle,oHy Thlspmnitapplicarbn WK Nwbe sc Ul. bra public fearing In wrtlarrz vnM timelines sec Wh In the City of Miam Cotle.TM1e appG—. tlecisbn-malting hotly wiII renew Methodology for A.M. Peak Hour and P.M. Peak Hour "e' "�°oa�,°en—;e�nora mlamyrientl rei"ga based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation En �rsPZ-18-263 01/22/19 Methodology for Daily • based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED) GROSS TRIP GENERATION Land Use A.M. Peak Hour Enter Exit P.M. Enter Peak Hour Exit Office 274 53 97 _ 214 Retail 89 55 160 174 zRestaurant — Cinema/Entertainment Residential 64 1 203 194 124 Hotel 49 34 56 54 476 345 507 566 INTERNAL TRIPS Land Use A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 23 15 8 17 d Retail 21 12 32 57 jRestaurant 0 0 0 0 O Cinema/Entertainment 0 0 0 0 Residential 1 1 6 49 1 25 Hotel 0 12 13 3 45 45 102 102 Total %Reduction 11.0% 19.0% Office 11.6% 8.0% dRetail 22.9% _ 26.6% Restaurant Cinema/Entertainment Q Residential 2.6%� 23.39/c, Hotel 14.5% 14.5% EXTERNAL TRIPS Land Use A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 251 38 89 197 d Retail 68 43 128 117 jRestaurant 0 0 0 0 O Cinema/Entertainment 0 0 0 0 Residential 63 1 197 145 99 Hotel 49 22 43 51 431 300 405 464 un re. DICK nere Tor aetaiis. FaetFinder B08301 MEANS OF TRANSPORTATION TO WORK Universe: Workers 16 years and over 2012-2016 American Community Survey 5 -Year Estimates NOTICE CompleEonof stall rehewiMicates permi[appLracon rtireb m r yuirements urger Miartv 21aMloriM1e Ciry of Miami Cotle,oHy Thls pemitapgicarbnvnllre N w be scheGuled bra public M1eanng In wrtlarrz vnM timelines seffwlM1 In iM1e Ciryof Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew the permit application at the public lwaring antl rentlereiNaa recommepaat'lon or a eml tleosion. APZ -18-263 01/22119 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 = 23.16%] 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) Census Tract 29, Miami -Dade County, Florida Estimate Margin of Error �L,768 +/-340 2,004 +/-340 1,735 +/-313 269 +/-131 253 +/-137 0 +/-19 0 +/-19 16 +/-25 0 +/-19 441 +j-162 330 +/-148 11 +/-19 Subway or elevated 78 +/-49 Railroad 22 +/-26 Ferryboat 0 +/-19 Taxicab 40 +/-37 Motorcycle 23 +/-37 Bicycle 52 +/-67 Walked 159 +/-110 Other means 39 +/-42 Worked at home 10 +/-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:d17]'bruary 2013 Office of Management and aetinitions of metropolitan ana micropoutan statistical areas; in certain instances the 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. Explanation of Symbols: 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 W 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 W 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. Estimates of urban and rural population, housing units, and characteristics reflect boundaries of urban areas defined ba(omGe,%N",90VdGTD00 —epuiremenn a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization.ii uMer Miami 21 aMlor theCity of Miami p� it=pw� r �� dtobe l fibrng In wma,c vnM timelirea of fwrh In the City of TheappGrable tlecis mala, hotly.II appbcaaon at Ne pubic Iw iaM rentereiNaa Source: U.S. Census Bureau, 2012-2016 American Community Survey 5 -Year Estimates —ammeMat'lon or a final aerivon. PZ -18-263 01/22/19 Explanation of Symbols: 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 W 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 W 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. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Attachment C Cardinal Distribution Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Cardinal Distribution for TAZ 494 Cardinal Trip Distribution Cardinal Direction Percentage of TO 2022 2010 2040 Interpolated 2022 Rounded North -Northeast 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%]16.21 16% _ West -Southwest 18.9% 15.3% 117.5% 18% West -Northwest 11.0% 12.4% 111.6% 12% North -Northwest 15.9% 12.5% 14.5% 1 15% Total 100% 100% 100=/.100% 0:\JMcW\Miami Prod uce\Calcs\Distribution\Cardinal Distrbution.xls NOTICE Canjle W,Irenew trgkates palmit appL meets requiremems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgiwfianvnu need 'I. h IV fora p W tic leadnq n accordarce Him emetines set form in me City of Miami Code. TM1eapptit' ble deekbn-ma Nbodyw2lreWM� me permit apgiration M me puEtic Mating arq !stl v eXhs a �srecmmendalion a a firul dedson Z-18-263 01/22/19 ng un ere 281 MOBILITY OPTIONS of Miaml WEfora ne ciryor i reHeH Miami -Dade 2010 Directional Distribution Summary. " Origin TAZ Cardinal Directions in n0 " �K°re=�rm/,a requireme unser Miarri uana�or me ci Iiia, Q* �$ iiiiiiiiiii pgicarbnwillre Hwbe °9'° a Miamicme rhea cele °°«ate^��°` "ml��n. NNE ENE ESE SSE SSW WSW WNW63 County TAZ Regional TAZ 493 3393 TRIPS 1,376 772 455 1,048 1,082 1,257 8 1122/fPl 493 3393 PERCENT 17.8 10 0 5 9 13 6 14 0 16 3 3394 TRIPS 365 208 207 432 487 284 410 2,578 4941 3394 PERCENT 14.2 I 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 33 148 193 189 140 175 496 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 67 50 1.05 128. 193 142 152 500 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 8.3 206 101 150 347 302 300 1,769 501 3401 PERCENT 15.8 47 116 57 85 196 171 170 502 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 52 57 81 62 211 207 168 504 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 43 51 103 168 191 156 141 506 3406 TRIPS 394 103 165 249 431 463 4300 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 76 114 121 205 103 163 508 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 87 55 130 147 157 133 153 510 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 31 51 152 164 175 121 165 512 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 i TRIPS 1,173 226 495 668 805 1,510 855 995 6,727 281 MOBILITY OPTIONS of Miaml WEfora ne ciryor i reHeH ng un ere Miami -Dade 2040 Directional Distribu n S Origin TAZ Cardinal Directions" �K°re=�rm'la°°� req°ireme urker Miarri 21 ,d/,r tl ci pgicarbn W11 Hwbe "� a Miami -Thea = NNE ENE ESE SSE SSW WSW WNW a�"°°°«ate^��°` "ml. 42 County TAZ Regional TAZ 493 3393 TRIPS 1,498 1,182 779 1,287 1,303 1,423 2 1/22/9916 493 3393 PERCENT 15.8 125 82 136 138 150 • 3394 TRIPS 509 269 292 456 527 527 426 429 3,435 4941 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 76 87 146 151 164 121 105 496 3396 TRIPS 220 138 125 163 294 301 133 161 1,535 496 3396 PERCENT 14.3 9.0 8.1 1.0.6 19.2 19.6 8.7 10.5 497 3397 TRIPS 94 176 112 190 95 111 61 29 868 497 3397 PERCENT 10.8 203 129 219 109 128 70 33 498 3398 TRIPS 307 160 202 153 370 1 307 298 317 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'- 68 96 1.19 115 172 141 143 500 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 35.2 686 688 682 3,900 501 3401 PERCENT 15.4 72 67 89 90 176 176 1751 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 67 35 63 83 194 145 177 504 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 82 89 124 137 18 1 141 12 7 506 3406 TRIPS 862 237 361 637 687 1,0005 7900 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 65 95 125 119 170 13 8 138 508 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 84 99 92 176 162 115 1441 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 47 66 156 152 191 125 129 512 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 F 2,077 449 947 1,982 2,168 3,211 2,213 2,289 15,336 1041 MOBILITY OPTIONS of Miaml WEfora r�ciryor i remeH Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix C Traff is Data Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy Tlvspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Turning Movement Counts Evaluating unlicensed DynnmiroiotltrP Click hares I CITY/STATE: Miami, FL DATE: 06/05/2A15.2 ♦ 1182 722 t Peak -Hour: 07:15 AM - 08:15 AM ♦ 6.3 ,02 Peak 15 -Minute: 07:45 AM - 08:00 AM61 1073 48 6.6 6.4 4.2 44 186 65 t 46 134 5.4 9.2 J Peak Hour Factor 121 y ♦ 80 33 ♦ 4.5.0 255 69 8 188 4.3 1.4 0.0 4.3 t & ♦ ♦ 455 617 19 � YD,�7 � 4.44 10.0 10.5 ♦ 1150 675 t ♦ 6.1 9.6 t National Data & Surveying Services L 2 0 0 3 1 .0. 4o L f% ♦ 4 4♦ ♦ 2 0 J t 1 7i61dF 0 ♦ � ♦ 1 5 tL Ir 2 1 ` 0 2 2 'C! t o z o f ♦ t +# # 4L —1 4 L 6 f t 7 r + s t 4 ♦ � �. 4 i111-lk 1z s•0 z � h It&2 ♦ t 15 -Min Count SR 9331 NW 121h Ave SR 9331 NW 12th Av41Lef_t_Thu NW 28th St. NW 28th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R* Left Thru R t U R t U R* Left Thru R t U R' Total Total 07:00 AM 15 130 3 0 10 268 13 1 11 29 17 0 3 17 6 0 523 2237 07:15 AM 12 130 5 0 10 277 19 2 13 25 13 0 4 25 13 0 548 2246 07:30 AM 9 174 4 0 9 245 17 0 16 27 17 0 0 21 11 0 550 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 7 137 5 0 12 255 16 1 12 14 23 0 1 17 10 0 510 1546 08:30 AM 13 146 2 0 11 241 13 0 10 28 13 0 4 21 6 0 508 1036 08:45 AM 15 130 2 0 8 285 11 2 10 25 14 0 3 17 6 0 528 528 Peak t5 -Min Northbound Southbound Eastbound Westbound FlowratesI Left Thru R t U W Left Thru R t U R' 1 Left Thru R t U R* Left Thru R t U R* Total All Vehicles 60 696 24 0 64 1232 76 8 84 172 92 0 16 100 56 0 2680 Heavy Trucks 4 76 4 8 84 8 12 8 4 0 12 16 236 Pedestrians 8 8 12 8 36 Bicycles 0 4 0 4 8 0 0 0 4 0 4 4 28 Railroad Stormed Buses NOTICE W,Wff ewird,a N' t,ppL oemntsU—MwM21andlor. rt aodKafi�, w�u �d w be u recarrtittkafion aafiruldeosm. PZ -18-263 01/22/19 , Evaluating unlicensed DynnmiroiotltrP Click hares I LOCATION: SR 933 NW 12th Ave & NW 28th St CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 687 1346 t Peak -Hour: 04:30 PM - 05:30 PM + 44 37 t �.� �,6 Peak 15 -Minute: 05:15 PM - 05:30 PM '^ 69 ♦ 573 ♦ 45 4 ♦ ♦ 4.3 4.7 0.0 ♦ 4 314 58 J Peak Hour Factor t. 93 249 102 1.3 1.7 J i 4.3 2.0 0.0 ♦ 4.149 ♦ ♦ 212 52 i r 7 169 2.8 5.8 i r 14.3 2.4 ♦ h 96 t 1195 r► ♦1 22 � � y ♦ h t to 4. � 1.0 3.8 9.1 632 3 1313 t 0L National Data &Surveying Services ♦ 4.9 3.7 t 0 2 0 ♦ ♦ +1♦ 4 5+ ♦ 6 7I61tlF 0 J t 3 1 ♦ ♦ ° -1 0 0 "'T t Ir► F h 1 2 1 K� t L♦ ♦ ♦ 4 .0 i 4 1 J t 4 J 2 ♦ ♦ 0 ♦ .� 3 Z t 1 45 2 ♦ t 15 -Min CountSR 933/ NW 12th Ave SR 933/ NW 12th Ave NW 28th St. NW 28th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R* Left Thru R t U I Left Thru R t U R' Left Thru Rot U R* Total Total 04:00 PM 30 303 4 0 12 139 14 1 15 28 11 0 7 30 20 0 614 2373 04:15 PM 29 268 5 0 10 127 16 2 9 24 16 0 7 30 16 0 559 2372 04:30 PM 27 288 2 0 9 145 19 2 13 22 16 1 3 38 22 0 607 2461 04:45 PM 22 289 10 0 7 130 18 2 16 27 11 0 0 37 24 0 593 2428 05:00 PM 15 303 2 0 10 152 16 1 14 27 12 0 2 i 38 21 0 613 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 14 255 2 0 10 172 21 0 12 27 13 0 3 25 20 0 574 1062 05:45 PM 20 221 6 0 13 109 19 1 8 32 12 0 6 29 12 0 488 488 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R' Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total All Vehicles 128 1260 40 0 56 608 76 8 64 108 64 4 12 152 104 0 2684 Heavy Trucks 4 56 4 0 36 8 4 4 12 4 0 8 140 Pedestrians 0 8 20 12 40 Bicycles 4 8 4 0 4 0 0 4 0 0 0 12 36 Railroad Stopped Buses Evaluating unlicensed Dynamir-PIF fmafurm C irk harm fnr CITY/STATE: Miami, FL ♦ 69 65 t 1 49 19 ♦ 41j♦ 4 a L 4- 15 Peak Hour Factor 3 5 47 y = ♦1 101 39 r 1 127 ♦�h t r 2 47 61 ♦ 89 110 t �♦ L 19 ♦ ♦ 9 15 t t 4 13 17 ♦ t 0 12 5 ♦ � ♦ �► _ 8 J t 2 16 ♦ � 0 z r1 ♦ h t 9 0 10 122 ♦ t 15 -Min Count NW 13th Ave PeriodNorthbound Beginning At Left Thru R t U 07:00 AM 0 10 12 0 07:15 AM 1 9 11 0 07:30 AM 0 19 15 0 07:45 AM 1 9 23 0 08:00 AM 0 12 18 0 08:15 AM 0 11 21 0 08:30 AM 3 9 12 0 08:45 AM 2 22 14 0 Peak 15 -Min Northbound Flowrates Left Thru R t U All Vehicles 4 76 92 0 Heavy Trucks 0 16 16 Pedestrians 56 Bicycles 0 0 0 Railroad Stormed Buses Peak -Hour: 07:00 AM - 08:00 AM Peak 15 -Minute: 07:00 AM - 07:15 AM nes National Data & Surveying Services kL fq-3txa--oL I NW 13th Ave NW 22nd St Southbound Eastbound DATE: ♦ 29.0 30.8t `, C< w 0.0 24.5 42.1 5 13 6 0 1 0 0 0.0 53.3 59 66.7 34.0 ♦ 15 0 ♦ 0.0 32.7 23.1 � 4 f100.0 28.3 ♦ 0.00 1. 21.3 19.7 19.7 ♦ 24.7 0 0 20.0 t 0 o. ♦ 4 0 J t 1 ♦ 0 ♦ 0 1 1 0 r 0 I6 t 0 � 0� 0 NW 22nd St Westbound I I Hourly 10 3 0 0 5 13 6 0 1 0 0 0 59 272 3 15 0 0 4 12 8 0 0 01 0 77 280 4 i3 0 0 4 7 9 0 0 1 1 0 72 254 3 9 0 0 0 12 9 0 1 0 0 0 64 253 4 8 0 0 2 13 7 0 1 0 0 0 67 189 2 6 0 0 3 8 5 0 1 1 1 0 51 122 3 9 0 0 4 5 11 0 1 0 0 0 71 71 SouthboundEastbound Westbound -eft Thru R t U R* Left Thru R t U R* Left Thru R t U R` Total 40 72 4 0 20 60 64 0 4 4 4 0 24 24 0 12 20 16 4 0 4 136 12 40 16 124 0 0 0 0 4 0 0 0 4 8 NOTICE or�rarcr�wiracares rarm�tappio msuma Miamuanalorme �s omnrt aadiwoan wiu ria w be u recarrt,ttkafion orafiruldeoson. PZ -18-263 01/22/19 , Evaluating unlicensed Dy n F fmafunam C irk harm - LOCATION: NW 13th Ave & NW 22nd St CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 n 54 t Peak -Hour: 04:00 PM - 05:00 PM Peak 15 -Minute: 04:15 PM - 04:30 PM + 17.6 5.6 �,e t c " n 3 13 1 0.0 23.1 0.0 41 t 4 4 6: i 1 4 Peak Hour Factor 40 y ♦1 0.0 0.0 J 7.5y i 0.0 ♦0.0 52 7 i r 2 78 ♦ �1 t r► ♦ 46 37 ND, 7.7 ♦ 14.3 � 0.0 6.3 2.7 r 50.0 5.1 4.0 22 85 t 0 3L ♦ ♦ National Data & Surveying Services ♦ 22.7 4.7 0 0 0 t L 8 + ♦ 1 +1 i b 0 J 0 t 1 8 t t 6 ♦ 4- 3 z I ,��ji }a�00 �-- z �✓r h t Ill O 0 3 r z 4' J o I t t 0 3 0 t ♦ _4* �« -1 t L 3 ♦� 4' 0 1 Z ♦ � h 3 1 r 0 3 1 F_ t t 15 -Min CountNW Period 13th Ave Northbound NW 13th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Hourly Beginning At Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total Total 04:00 PM 0 14 9 0 1 2 10 1 8 2 0 1 1 1 0 41 158 04:15 PM 04:30 PM 0 10 10 0 0 14 8 0 0 4 1 0 0 2 1 0 1 16 2 0 3 8 3 0 0 0 0 0 0 0 0 0 44 39 143 129 04:45 PM 05:00 PM 0 10 10 0 0 5 0 0 0 8 0 0 1 4 3 0 t 1 0 0 0 34 26 120 109 1 8 5 0 0 3 0 0 0 1 0 0 05:15 PM 05:30 PM 1 9 8 0 0 1 6 0 1 1 0 0 1 6 0 0 0 9 1 0 3 8 5 0 0 0 0 0 0 0 0 0 30 30 83 53 05:45 PM 0 7 2 0 0 1 0 0 1 1120 0 0 0 0 23 23 Peak95-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R* Left Thru R t U R' Left Thru R t U R* Left Thru R t .11 Total All Vehicles 0 56 40 0 4 20 4 0 12 64 12 0 4 4 4 0 224 Heavy Trucks Pedestrians 0 8 4 12 0 8 0 8 0 8 4 20 4 12 0 0 36 52 Bicycles Railroad 0 0 8 0 0 0 0 0 8 4 4 4 28 Stopped Buses Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] CITY/STATE: Miami, FL ♦ 1057 687 t 2 966 89 ♦ �% ♦ 4 2 64 1 Peak Hour Factor 31 52 30 y ♦ o 129 35 r 21 126 ♦� 0 59 r►�♦ 0 592 7 ♦ 1022 599 t �y L 9 ♦ ♦ 6 3 t t 1 —1 0 F ♦ t 1 50 7 ♦ 4 ♦ 4 L 17 J L 9 6 ♦ � 0 10 7 ♦�♦h t r 0 49 2 2 ♦ t Peak -Hour: 07:15 AM - 08:15 AM Peak 15 -Minute: 07:45 AM - 08:00 AM nes National Data & Surveying Services is- 32-,9- i DATE: 06/05/2018 ♦ 5 5 10.9 t Ce p 50.0 5.2 7.9 ♦ 40 ♦ 4 50.0 26.6 J 29.0 20.0 ♦ >4-0. 25.6 28.6 i r 33.3 11.9 ♦ � 8. 0.00 28s 8.3 28 6 ♦ 6.6 8.5 t 1 2 0 +0 ♦ 4 0 J t 1 1 ♦ ♦0 o 14 < h Q�)o t r► r o 0 1 1 , ♦ b J L Z IC Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Total Total 07:00 AM 0 143 2 0 13 229 1 0 6 6 12 0 3 0 10 0 425 1821 07:15 AM 0 130 3 0 16 253 1 0 10 7 13 0 4 0 8 0 445 1837 07:30 AM 0 154 3 0 19 228 0 0 19 7 10 0 3 0 11 0 454 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 0 145 5 0 21 183 0 0 20 10 10 0 8 0 6 0 408 1293 08:30 AM 0 143 2 0 32 252 3 0 8 2 14 0 3 0 5 0 464 885 08:45 AM 0 123 4 0 23 239 0 0 10 6 5 0 9 0 2 0 421 421 Peak 15 Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Left Thru R t U R` Total All Vehicles 0 636 12 0 112 1064 4 0 76 44 52 0 28 0 44 0 2072 Heavy Trucks 0 60 8 16 68 4 24 12 20 12 0 12 236 Pedestrians 0 0 16 I 12 :28 Bicycles 0 4 4 0 8 4 0 4 0 0 0 4 28 Railroad Stopped Buses NOTICE >n or:rare renew ilacares oelm�! a ppio equircmems ower Miam u a naror Ne m: amort apgieafia, wiu r,eea w be u n0I n accordarce wiN Umeliiws uc for1Y ie.TM1e tlPGit' bletleekbn-maMin9 bod tdpplka Ne puE&Manng xgre recarrtierkafion orafirulEmsan. 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 CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 562 ,308 t Peak -Hour: 04:30 PM - 05:30 PM Peak 15 -Minute: 05:15 PM - 05:30 PM ♦ 4.6 3.9 t `I pie " n 0 539 23 ♦ � ♦ 4 ♦ ♦ 0.0 3.9 21.7 4j 4 b 1 39 J t 81 97 Peak Hour Factor 7 y 0.90 ♦ 0 0.0 2.6 J t 4.9 0.0 ♦ i ♦ o.o 61 15 Z 16 40 ♦ ti t r► ♦ 1188m � � � y 4.9 ♦ 133 Z 4 0.0 12.5 ti t r+ � o.o as 0.0 570 1199 t 0 0 ♦ 4- L National Data &Surveying Services ♦ 4.0 3.8 t , s , —1 4 2 ♦ ♦ 1 J t 0 11 t t 7 —1 1e— i2:qtj 003 p `✓r 0 0 '4 OF 4t El� 0 21 5 ♦ o ♦ 4 L_♦ b ♦ Jt4 o ♦ ♦. o J t 2 1' 0 �^ 0 4s6 o ♦ h Ir0 1 ♦ ♦ t h t r+ 15 -Min Count Period SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 22nd St Eastbound NW 22nd St Westbound Hourly Beginning At Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Left Thru R t U R* Total Total 04:00 PM 04:15 PM 0 283 1 0 0 266 1 0 11 10 124 2 0 137 0 0 13 2 3 0 13 7 4 0 4 0 4 0 39 0 20 0 482 462 1884 1848 04:30 PM 04:45 PM 0 307 4 0 0 279 4 0 6 5 127 0 0 137 0 0 12 0 4 0 12 2 4 0 2 0 4 0 12 0 19 0 474 466 1919 1888 05:00 PM 05:15 PM 1 276 0 0 0 326 2 0 6 6 119 0 0 156 0 0 7 2 3 0 8 3 4 0 7 0 3 0 25 0 25 0 446 533 1860 1414 05:30 PM 05:45 PM 0 237 1 0 0 267 1 0 7 3 151 1 0 134 0-0 6 4 6 0 11 3 2 0 4 0 1 0 26 0 16 0 443 438 881 438 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R' I Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Total All Vehicles Heavy Trucks 4 1304 16 0 0 60 0 24 8 624 0 0 32 0 48 12 16 0 4 0 4 28 0 0 100 0 0 8 1'76 Pedestrians Bicycles 0 4 8 0 4 0 8 4 24 4 4 0 I 16 0 0 0 -40 36 Railroad Stopped Buses Evaluating unlicensed Dyngmiick hares I CITY/STATE: Miami, FL DATE: 06/05/2018 101 128 t Peak -Hour: 07:30 AM - 08:30 AM ♦ 26.7 197 t `I pie Peak 15 -Minute: 07:45 AM - 08:00 AM M M 37 64 0 43.2 17.2 0.0 4J t L 4. 4J 4 50 30 Peak Hour Factor 0 0 34.7 40.0 'L 0.0 o y ♦ 0 0.0 ♦ ♦ 0.0 44 14 r 0 0 ' 1 38.6 35.7 r 0.0 0.0 13 96 0 � � y � 7.7 13.3 0.0 ♦ 78 111 t ♦ 20.0 12.6 t National, Data &Surveying Services 0 0 0 1 0 ♦ ♦ L ♦ 4 1♦ ♦ 0 0 J L o I o ♦ � ♦ o 2 t ♦ 0T—fJOa�G , Z , r 0 y ♦ 0 3 I 0 0 0 ♦ t 6 0 ♦ 4J ♦ 4L ♦ �1Q 41 ♦ 4 12 J L ° o ♦ � �. ° 41111 It 9+ ♦ t 15 -Min Count NW 13th Ave NW 13th Ave NW 21st Terrace NW 21st Terrace Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t I R' Left Thru R t U R' Left Thru R t U R' Left Thru Rot U R* Total Total 07:00 AM 2 14 0 0 0 22 9 0 7 0 2 0 0 0 0 0 56 242 07:15 AM 1 16 0 0 0 14 9 0 11 0 4 0 0 0 0 0 55 250 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 0 21 0 1 0 21 11 0 5 0 4 1 0 0 0 0 64 240 08:15 AM 2 26 0 0 0 13 12 0 1 4 0 4 0 0 0 0 0 61 176 08:30 AM 4 20 0 1 0 10 8 0 6 0 3 0 0 0 0 0 52 115 08:45 AM 3 32 0 0 0 12 3 0 I 8 0 5 0 0 0 0 0 63 63 Peak 15 -Min Northbound Southbound L Eastbound Westbound Flowrates Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total All Vehicles 20 104 0 4 0 84 48 0 60 0 16 4 0 u" 0 0 340 Heavy Trucks 4 16 0 0 16 24 28 0 12 0 0 0 100 Pedestrians 8 0 12 0 :20 Bicycles 0 0 0 0 4 0 0 0 4 0 0 0 8 Railroad Stormed Buses NOTICE a wfflenewird—N, t,ppG equimnentsU—MwM21andlo!. m: amort apgit;afia, wiu need w M u nq naccppd KiNtlmelines gforts ie.TM1eaPGit' bledEekbn-maMin9 bod tappliration MMie puE&Maung argre recarrtierkafion orafiruldeosm. PZ -18-263 01/22/19 Evaluating unlicensed Dyr}ature. Click here for details. [31:45:d17] LOCATION: NW 13th Ave & NW 21st Terrace CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 ♦ 22 80 t Peak -Hour: 04:00 PM - 05:00 PM Peak 15 -Minute: 04:30 PM - 04:45 PM ♦ ,a2 so t `I pie " n a 18 0 ♦ 4 ♦ 4 ♦ ♦ 25.0 16.7 0.0 4j ♦ b 10 2 1 t 0 0 Peak Hour Factor o ♦ ♦ o 12.5 0.0 J 0.0 ♦ t 0.0 ♦ 0.0 8 6 r 0 0 ♦ h t r► ♦ 6 78 0 + � 1 0.0 ♦ 0.0 «f t Ire 0.0 5.1 0.0 r no 0.0 ♦ 24 84 t o0 ♦ 4- National Data &Surveying Services ♦ 11.5 4.8 4 0 �► t __] 40 ♦ 2 ♦ ♦ 0 1 J 0 ♦ t 0 ♦ 0 _ o t ♦ o � T—fJoy2%1n z� ✓r r o ♦ ♦IS a 1F 3��-aero h o z 0 t : o F ♦ t 1 a o L L o 4 1* —1 o ♦� ♦ o ♦ � h o 4 r0 a o ♦ t 15 -Min Count Period NW 13th Ave Northbound NW 13th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Hourly Beginning At Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Left Thru R t U R. Total Total 04:00 PM 04:15 PM 0 20 0 2 1 18 0 0 0 0 2 2 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 04:45 PM 1 24 0 0 2 16 0 0 0 0 7 0 0 4 1 0 0 0 2 0 1 0 3 0 0 0 0 0 0 0 0 0 34 27 104 94 05:00 PM 05:15 PM 0 13 0 0 2 16 0 0 0 0 4 1 1 3 0 0 i 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 21 22 83 62 05:30 PM 05:45 PM 2 7 0 2 2 11 0 0 0 0 10 1 0 3 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 24 16 40 16 Peak15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R' I Left Thru R t U R' Left Thru R t U R' I Left Thru R t U R' Total All Vehicles Heavy Trucks 8 96 0 8 0 8 0 0 0 28 8 0 8 4 4 0 12 0 0 0 0 0 0 0 0 0164 0 0 20 Pedestrians Bicycles 8 0 4 0 0 4 12 0 8 4 0 8 I 0 0 0 0 :20 28 Railroad Stopped Buses Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] CITY/STATE: Miami, FL ♦ 1021 605 44 977 0 ♦ 4J ♦ �0 44 o J t 10 10 Peak Hour Factor 0 ♦ x.97 ♦ 0 36 36 r 0 21 ♦� 0 t r►�♦ 0 595 21 ♦ 1013 616 �♦ L 9 ♦ ♦ 8 9 ♦ t 2 —1 0 '*F 13 5s0 ♦ ♦ 10 ♦ 4 L♦ o ♦ 0 7 /• o ♦ �♦ h t Ir♦� 0 52 l Peak -Hour: 07:15 AM - 08:15 AM Peak 15 -Minute: 07:45 AM - 08:00 AM nes National Data & Surveying Services 1 tr � 'jL4S�Op7 T ` I DATE: T1 8.8 t G P, 29.5 6.0 0.0 29.5 0.0 J t 10.0 0.0 ♦ >4-0.0 13.9 13.9 i r 0.0 4.8 ♦� 0.00 8. r 8.7 4.8.8 ♦ 6.3 8.6 0 3 0 � ♦ 4 0 J to o ♦ ♦o 14 <Q�)o h t r► r o o z o F «+ ♦ 4 J t I Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Total Total 07:00 AM 0 136 5 0 0 218 14 0 0 0 9 0 0 0 4 0 386 1669 07:15 AM 0 126 5 0 0 261 13 0 0 0 8 0 0 0 1 0 414 1683 07:30 AM 0 167 7 0 0 243 3 0 0 0 11 0 0 0 3 0 434 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 0 137 3 0 0 177 15 0 0 0 11 0 0 0 2 0 345 1197 08:30 AM 0 145 5 0 0 246 16 0 0 0 12 0 0 0 3 0 427 852 08:45 AM 0 139 9 0 0 250 14 0 0 0 10 0 0 0 3 0 425 425 Peak 15 in Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Left Thru R t U R` Total All Vehicles 0 668 28 0 0 1044 64 0 0 0 44 0 0 u" 20 0 �' Heavy Trucks 0 68 4 0 72 16 0 0 8 0 0 4 2 Pedestrians 4 12 20 I 16 :52 Bicycles 0 4 0 0 8 0 0 0 4 0 0 0 16 Railroad Stopped Buses . NOTICE W,Wffrenewirac Ne tappL msuikaM m2lanUlor Ne �: omnrt aadiwoan wiu ria w be u recarrtierkafion orafirulEmsan. 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 CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 ♦ 593 1158 t Peak -Hour: 04:45 PM - 05:45 PM Peak 15 -Minute: 05:15 PM - 05:30 PM ♦ 3.0 4.0 t �„6 " n 3 590 0 ♦ � ♦ o ♦ 66.7 2.7 0.0 ♦ 4j ♦ 4 3 0 1 Peak Hour Factor t 25 25 o ♦ ♦ 0 66.7 0.0 J t 12.0 0.0 ♦ ♦004 4 0 10 0 1133 10 ND7� S 50.0 50.0 r 0.0 10.0 ♦ 0.0 3.8 100 ♦ 594 1143 t 0 0L ♦ National Data & Surveying Services ♦ 3.0 3.8 t .8 o s o L +0 ♦ 4 5 ♦ ♦ 0 0 J t 1 0 ~ ♦ 0 a t ♦ a � I o� ✓r r 1 ♦ ♦ o o� re 7, K1 h t & o a o ♦ 2 is o o to L 4 0 J < t 3 0 ♦ 'o. 0 f I jl J t j� o ih � ih ♦ t r' ♦ 0 43 1 ♦ t � t r+Ilr� 15 -Min Count Period SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 21st Terrace Eastbound NW 21st Terrace Westbound Hourly Beginning At Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total Total 04:00 PM 0 279 0 0 0 125 1 0 0 0 2 0 0 0 3 0 410 1706 04:15 PM 04:30 PM 0 268 1 0 0 280 3 0 0 0 142 0 0 137 1 0 0 0 4 0 0 0 0 0 0 0 0 6 0 0 4 0 421 425 1708 1760 04:45 PM 05:00 PM 0 3016 0 0 261 2 0 0 0 135 1 0 138 1 0 0 0 1 0 0 0 1 0 0 0 0 6 0 0 9 0 450 412 1765 1685 05:15 PM 05:30 PM 0 311 1 0 0 260 1 0 0 0 152 1 0 165 0 0 0 0 1 0 0 0 1 0 0 0 0 7 0 0 3 0 473 430 1273 800 05:45 PM 0 239 0 0 0 129 0 0 0 0 1 0 0 0 1 0 370 370 Peak 15 in Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t UR Total All Vehicles 0 1244 24 0 0 660 4 0 0 0 4 0 0 0 36 0 1972 Heavy Trucks Pedestrians 0 52 4 0 0 20 4 0 0 0 4 28 0 I 0 8 12 92 40 Bicycles Railroad 0 16 0 0 8 0 0 0 0 4 0 4 32 Stopped Buses Evaluating unlicensed Dynamiro■f<fPatltrP Clink harm I CITY/STATE: Miami, FL ♦ 81 108 t 14 56 11 ♦ 41J ♦ �► L 4- 44 21 Peak Hour Factor t 17 35 25 y ♦ 9 83 37 i r, 9 56 ♦�h 21 700 20 20 ♦ 102 1,1 t �♦ L ♦ ♦ 2 2 t t 9 ♦ t 5 6 3 ♦ , ♦ 4 31 / t 2 2/ 2 ♦ h t r► , 6 2 F 15 -Min Count NW 13th Ave PeriodNorthbound Beginning At Left Thru Rgt U 07:00 AM 6 13 8 0 07:15 AM 6 12 8 0 07:30 AM 5 23 11 0 07:45 AM 4 19 3 0 08:00 AM 8 13 2 0 08:15 AM 4 15 4 0 08:30 AM 3 12 8 0 08:45 AM 1 23 4 0 Peak 15 -Min Northbound Flowrates Left Thru R t U All Vehicles 32 92 44 0 Heavy Trucks 4 12 8 Pedestrians 12 Bicycles 0 0 0 Railroad Stormed Buses Peak -Hour: 07:30 AM - 08:30 AM Peak 15 -Minute: 07:30 AM - 07:45 AM nes National Data & Surveying Services NW 13th Ave I NW 21st St Southbound Eastbound DATE: ♦ 18.5 11.1 t �� C< w 35.7 10.7 36.4 ♦ �% ♦ 4 S t ih IF I- I 15.6 14.3 Jt� 11.8 12.0 ♦ ♦ 11.1 9.6 5.4 ',41k It 9+ � s 22.2 14.5 4.8 8.6 10.0 ♦ 9.8 8.1 t 0 2 0 40 4 J t 0 o -0.� *4L Ik If . NW 21 st St Westbound Hourly 2 10 5 0 1 2 3 0 4 0 6 0 59 297 2 12 4 0 o 0 0 NW 21 st St Westbound Hourly 2 10 5 0 1 2 3 0 4 0 6 0 59 297 2 12 4 1 2 6 5 0 3 4 4 0 82 310 1 12 4 0 7 10 9 0 1 3 6 0 79 280 3 20 4 0 5 6 11 0 1 2 2 0 77 270 4 12 2 0 6 7 3 12 1 3 3 0 4 0 5 0 y2 52 193 121 3 8 1 0 2 2 0 0 2 9 4 0 I 9 4 9 0 1 1 2 0 69 69 Southbound L Eastbound— Westbound .eft Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total 16 80 16 4 28 40 48 4 16 16 24 0 460 8 8 8 8 8 8 4 4 8 88 12 8 32 64 0 8 0 4 0 0 0 0 0 12 NOTICE or�rarcrenewiraKare, 9arm�tap9uo msuma Miamuanaiorme �: omnrt aadiwoan wiu ria w be u recarrtittkafion orafiruldeosm. 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 CITY/STATE: Miami, I'L PROJECT ID: 18-03278-0 DATE: 06/05/2018 ♦ 30 79 t Peak -Hour: 04:30 PM - 05:30 PM Peak 15 -Minute: 05:15 PM - 05:30 PM ♦ e.7 e t wo " n 3 22 ♦ 4j ♦ 5 4 ♦ 0.0 9.1 0.0 ♦ 4j ♦ 4 24 4 J i s 23 Peak Hour Factor 11 ♦ ♦ 6 0.0 25.0 J 0.0 ♦ t 25.0 ♦ 0.0 37 22 ♦ ti t ,s s� 9 35 r► ♦ ,s 5.4 4.5 Z ♦ ti t r► 0,0 a.s 42 r 22.2 22.9 ♦ 53 ♦ 101 t ♦ L National Data &Surveying Services ♦ 9.4 10.9 1 2 1 t L 1 ♦ ♦ 5 _] 4 ♦ 4 0 J ~ t 3 ♦ 1 ♦ 9 , F � h t& A\� � 0 0 0 o 0 2 0 ow - ♦ *# ♦ J 4 _♦ t ♦ 4 J t 2 1 Z 1' 2 Z J^ ♦ � h 3 0 3 ♦ 8 r8 1t t � h t 9' 15 -Min Count Period NW 13th Ave Northbound NW 13th Ave Southbound NW 21st St Eastbound NW 21st St Westbound Hourly Beginning At Left Thru Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Total Total 04:00 PM 6 20 2 0 1 2 1 0 0 2 1 0 3 1 1 0 40 184 04:15 PM 04:30 PM 5 4 18 7 0 19 4 0 2 3 0 0 1 10 1 0 1 3 6 0 0 2 3 0 1 0 0 0 3 1 4 0 46 52 184 191 04:45 PM 05:00 PM 2 8 17 6 0 12 3 0 1 5 1 0 1 4 0 0 1 3 4 0 1. 2 6 0 3 3 0 0 2 1 0 0 46 40 190 179 05:15 PM 05:30 PM 1 6 19 6 0 11 5 1 2 3 1 0 2 5 1 0 2 4 9 0 3 2 13 0 1 1 4 0 0 2 0 0 53 51 139 86 05:45 PM 4 9 5 0 1 6 0 0 1 3 5 0 0 0 1 0 35 35 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R' I Left Thru R t U R' Left Thru R t U R' Left Thru R t U R' Total All Vehicles 32 76 24 0 8 40 4 0 8 16 36 0 12 12 16 0 284 Heavy Trucks Pedestrians 0 4 12 16 0 4 0 4 4 0 4 4 4 0 8 I 8 40 :32 Bicycles Railroad 0 0 0 4 4 4 0 4 0 0 4 8 28 Stopped Buses Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] CITY/STATE: Miami, FL 977 606 t 975 0 ♦ , ♦ 4L. 2 0 J Peak Hour Factor t 0 0 o ♦ ♦ o 20 20 r 0 0 ♦� 0 60 r►�♦ 0 666 0 995 606 t s ♦ ♦ o —1 0 '*F 6 t t 0 � t 0 8 0 .+ + �► 0 J 0 t 0 ♦ � 0 0 1 !� 0 ♦�♦h t r 0 43 0 0 t Peak -Hour: 07:15 AM - 08:15 AM Peak 15 -Minute: 07:30 AM - 07:45 AM nes National Data & Surveying Services DATE: 06/05/2018 5.9 7.1 t G 0.0 s.s an no no J t o.o 0.0 ♦ >4-0.0 0.0 0.0 Z r 0.0 0.0 ♦� t r 6.00 7.1 6.0.0 5.8 7.1 t o a o � ♦ 4 o J t 0 0 ♦ ♦ 0 o 14<Q�)o Ir 0 4%T t 6 a 6 0 , ♦ ,► J t Z � 15 -Min Count SR 933/ NW 12th Ave SR 933/ NW 12th Ave NW 21st St NW 21st St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total Total 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 0 154 0 0 0 233 0 0 0 0 6 0 0 0 0 0 393 1588 08:00 AM 0 154 0 0 0 225 0 0 0 0 5 0 0 0 0 0 384 1591 08:15 AM 0 140 0 0 0 226 1 0 0 0 6 0 0 0 0 0 373 1207 08:30 AM 0 150 0 0 0 284 1 0 0 0 3 0 0 0 0 0 438 834 08:45 AM 0 140 0 0 0 249 1 0 0 0 6 0 0 0 0 0 396 396 Peak 15 in Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total All Vehicles 0 672 0 0 0 1060 4 0 0 0 28 0 0 0 0 0 '1 Heavy Trucks 0 48 0 0 88 0 0 0 0 0 0 0 `y Pedestrians 4 12 28 I 0 444 Bicycles 0 8 0 0 8 0 0 0 0 0 0 0 16 Railroad Stopped Buses . NOTICE a Wfflenewird,a N, tappG qui mnents uike! Miam 21 a ndlo!. Rvs pmnit apgiwfian vnll need to be u nq n accordarce KiN timelines set for1Y ie.TM1e tlPGit' bledeekbn-maMin9 bod tdpplkd Ne puE&Madng aridre recarrtierkafion orafiraldeoson. PZ -18-263 01/22/19 Evaluating unlicensed Dynamiro■f<fPatltrP Clink harm I LOCATION: SR 933 NW 12th Ave & NW 21st St CITY/STATE: Miami, FL PROJECT ID: 18-0327N DATE: 06/05/2 ♦ 606 1133 t Peak -Hour: 04:45 PM - 05:45 PM Peak 15 -Minute: 05:15 PM - 05:30 PM ♦ 28 42 2 604 0 Lo. 4--14J 0.0 2.8 0.0 4 2 O: 0 0 Peak Hour Factor 0 y ♦ 0 0.0 0.0 J 0.0 y ♦ 0.0 22 22 i r 0 0 ♦ h t r► ♦ 1133 0 ND, 27.3 ♦ 27.3 r 0.0 0.0 t+0 � 0.0 4.2 0.0 ♦ 626 1133 t 9 3L National Data & Surveying Services ♦ 3.7 4.2 t 0 4 0 ♦ ♦ _] +1 ♦ 4 2 ♦ ♦ 0 2 J L 0 �♦ ♦6 � I I a t t o 2 9 o� fir. r o � 1 0 F ♦ t 0 17 0 ♦ 4 ♦ ��, I I 1.0 b 6 1+J ♦ i o �Ir ♦ i 6 ♦ � wo 1 ♦ h t �— ♦ o as 0 o h t r+ ♦ t 15 -Min Count SR 933/ NW 12th Ave SR 933/ NW 12th Ave NW 21st St NW 21st St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R* I Left Thru R t U R* I Left Thru R t U R* I Left Thru R t U R* Total Total 04:00 PM 0 279 0 0 0 130 0 0 0 0 7 0 0 0 0 0 416 1710 04:15 PM 0 262 0 0 0 152 1 0 0 0 9 0 0 0 0 0 424 1708 04:30 PM 0 274 0 0 0 134 0 0 0 0 5 0 0 0 0 0 413 1748 04:45 PM 0 307 0 0 0 145 1 0 0 0 4 0 0 0 0 0 457 1761 05:00 PM 0 269 0 0 0 141 0 0 0 0 4 0 0 0 0 0 414 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 05:45 PM 0 256 0 0 0 254 0 0 0 0130 162 1 0 0 0 0 0 7 0 0 0 5 0 0 0 0 0 0 0 0 0 426 389 815 389 Peak15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R I Left Thru R t U R* Left Thru R t U R* I Left Thru R t U R* Total All Vehicles 0 1225 0 0 0 648 4 0 0 0 28 0 0 0 0 01 908 Heavy Trucks 0 56 0 0 20 0 0 0 8 0 0 0 84 Pedestrians 20 20 8 0 48 Bicycles 4 8 0 0 8 0 4 0 0 0 0 0 24 Railroad Stopped Buses Evaluating unlicensed DyClirk hares I CITY/STATE: Miami, FL DATE: 06/05/2Ap'�b ♦ 504 419 t Peak -Hour: 08:00 AM - 09:00 AM ♦ 6.5 5.5 Peak 15 -Minute: 08:00 AM - 08:15 AM 60 305 139 10.0 7.2 3.6 ♦ 4 ♦ ♦ 4 ♦ 4 688 82 Peak Hour Factor t 58 683 9.0 4.9 J 910 ♦ 4.553 4.8♦ ♦ 9.9 1075 83 r 72 1167 ' 4.7 2.4 r 8.3 4.9 S 85 279 118� � y � 2.4 4.7 6.8 ♦ 460 482 t ♦ 6.5 4.8 t National, Data &Surveying Services 7 s o 2 0 ♦ ♦ +0 ♦ 4 5 ♦ ♦ 11 0 J t 0 5 t ♦ 2 I 0 ♦ r 0 ♦ ♦ ii l� f�or� t f� � 0� K-3xs r. --a6 I z o z 6 22 5 4 L -1 41 1.* L 4 J t 6 l Jt 44 ♦ ♦, 55 ♦Ik .� 2 � !� 6 i ♦ h t Ir ♦ h t r 2 13 8+ ♦ t 15 -Min Count NW 17th AveNW 17th Ave NW 20th St. NW 20th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At I Left Thru Rgt U R* I Left Thru Rgt U R* I Left Thru Rgt U R* I Left Thru Rgt U R* Total Total 07:00 AM 19 60 46 0 26 57 13 0 32 207 24 0 27 123 14 0 648 2596 07:15 AM 15 59 34 0 26 70 15 0 20 234 21 0 22 128 5 0 649 2677 07:30 AM 2168 48 0 24 70 9 0 31 241 26 0 19 125 16 0 698 2705 07:45 AM 21 61 27 0 39 89 20 0 24 183 17 0 20 91 9 0 601 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 15 70 22 0 31 71 17 0 20 238 18 0 22 137 16 0 677 2015 08:30 AM 16 74 2: 34 87 13 0 25 203 27 0 19 122 15 0 663 1338 08:45 AM 20 69 28 _0& 33 84 15 0 19 219 17_ 0 18 138 15 0 675 675 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total All Vehicles 136 296 160 0 164 348 68 0 100 1000 108 0 88 624 64 0 3156 Heavy Trucks 4 28 16 8 28 12 12 56 4 12 96 12 288 Pedestrians 4 20 20 20 64 Bicycles 8 0 4 0 4 0 0 4 0 0 12 0 32 Railroad Stormed Buses NOTICE W,Wffrerewim,a permit,ppG nts uiker MmM 21 a ndl01. .�� apdKafio„rnu need �o � u recarrtierkafion arafiruldeosm. PZ -18-263 01/22/19 , Evaluating unlicensed Dy n F faafii nam C irk harm fnr LOCATION: NW 17th Ave & NW 20th St CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 ♦ a5s 579 t Peak -Hour: 04:45 PM - 05:45 PM ♦ 1s 3.1 tC. wo Peak 15 -Minute: 05:30 PM - 05:45 PM " n 82 288 89L 4. 2.4 1.7 0.0 1175 120: Peak Hour Factor t 89 1200 537 4.992 3.0 3.3 J 4.1 3.0 y y ♦ 742 85 i r 119 712 ♦ �1 t r► ♦ 101 370 86 ND, 3.9 ♦ 3.5 r 0.8 3.6 � 3.0 3.5 4.7 ♦ 492 557 t 12 aL ♦ ♦ National Data &Surveying Services ♦ 1.8 3.6 t o s , ♦ 4 7 ♦ ♦ 6 0 J t, 11 t t 4 � 1� ✓r r o -1 "'T "x3=,5-ses h t r3 2 5 0 ♦ , ♦ b L♦ «� ♦ to 4 J L,?� ♦ J L 3 1 3 � �• 1 � r _10 h r 3 133 4 4 � h F_ ♦ t 15 -Min Count NW 17th Ave NW 17th Ave NW 20th St. NW 20th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R* I Left Thru R t U R' Left Thru R t U R* I Left Thru Rot U R* Total Total 04:00 PM 31 93 26 0 18 73 21 0 32 111 15 0 38 223 22 0 703 2819 04:15 PM 31 87 25 0 19 59 24 0 15 106 19 0 30 245 19 0 679 2870 04:30 PM 04:45 PM 34 71 19 0 28 104 13 0 21 23 62 17 0 72 18 0 25 24 143 20 0 127 16 0 25 258 26 247 22 0 21 1 w 717 720 2909 2958W 05:00 PM 26 84 14 0 23 68 27 0 35 147 21 0 32 250 27 0 754 2947 05:15 PM 19 91 27 0 21 70 21 0 31 132 23 0 30 237 16 0 718 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 Peak15-Min Northbound Southund bo Eastbound Westbound Flowrates Left Thru R t U R* I Left Thru R t U R* I Left Thru R t U R* Left Thru Rat U R* Total All Vehicles 112 416 128 0 92 312 108 0 140 588 100 0 128 1032 108 4 3268 Heavy Trucks 4 24 8 0 12 8 4 24 8 4 40 4 140 Pedestrians 8 24 28 20 80 Bicycles 0 24 8 4 12 0 0 4 4 0 8 4 68 Railroad Stopped Buses Evaluating unlicensed Dynamir-PIF faatunam C irk hares fnr CITY/STATE: Miami, FL DATE: 06/05/2Ap'Mb ars nz t Peak -Hour: 08:00 AM - 09:00 AM + 5s 47 Peak 15 -Minute: 08:00 AM - 08:15 AM 47 238 20 8.5 4.2 1004J ♦ 4 ♦ ♦ � ♦ 4665 53 J Peak Hour Factor t 27 756 9.2 11.3 J 810 ♦ 4.534 N�D, 4.6 ♦ ♦ 8.4 1073 210 195 987 4.7 3.3 6.7 4.5 84 92 157 14.3 2.2 3.2 F 643 333 ♦ 4.7 5.7 National Data & Surveying Services L 1 sL o 1 0 ♦ ♦ #0 j 4 o♦ ♦ o o f t 0 2 ♦ � ♦ 2 0 t ♦ 0 , r 0 ~ ~► t6-34t–oav— o , o 4 10 2 T� 4- 4J —1 41 t 4 L 6 J <4m> 0 J t 3] ♦Ir 13 45 ] � ♦ 13 i If ♦ t 15 -Min CountNW 14th Ave NW 14th Ave NW 20th St. NW 20th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R' Left Thru R t U R* Left Thru R t U R* Left Thru R t U R' Total Total 07:00 AM 16 19 19 0 2 45 6 0 15 207 36 0 61 142 4 0 572 2338 07:15 AM 15 15 26 0 3 62 11 0 19 204 53 0 46 123 3 0 580 2422 07:30 AM 20 17 29 0 2 67 9 0 12 212 48 0 60 136 5 0 617 2463 07:45 AM 13 17 36 0 4 83 8 0 8 178 40 0 57 121 4 0 569 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 23 22 44 0 5 69 17 0 8 188 45 0 57 133 10 0 621 1811 08:30 AM 13 24 41 _& 6 64 9 0 10 186 66 0 50 141 2 0 612 1190 08:45 AM 32 23 39 5 45 12 0 16 194 55 0 34 114 9 0 578 578 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R` Total All Vehicles 128 96 176 0 24 276 68 0 76 968 264 0 228 584 40 0 2928 Heavy Trucks 20 4 8 4 20 4 8 40 12 24 68 0 21.2 Pedestrians 12 12 0 0 :24 Bicycles 0 4 0 0 4 0 0 8 4 0 4 0 24 Railroad Stormed Buses NOTICE W,Wff erewird,a p=.rmit,ppL ntsU—MwM21andlor. .�� apaKan«, rnu nod �o � u recarrtittkafion aafiruldeosm. PZ -18-263 01/22/19 , Evaluating unlicensed Dynamir-PI F faafii a C irk harm fnr LOCATION: NW 14th Ave & NW 20th St CITY/STATE: Miami, I'L PROJECT ID: 18-03278-0 DATE: 06/05/2018 142 404 ♦ Peak -Hour: 04:00 PM - 05:00 PM Peak 15 -Minute: 04:00 PM - 04:15 PM + 2.8 4.0 pie "^ m 45 83 14 ♦ ♦ 4 ♦ ♦ 6.7 1.2 0.0 ♦ 4 1234 42 : L 24 1034 Peak Hour Factor 557 ♦ 4.920 4.1 11.9 J L 20.8 5.0 ♦ 4.4.6 688 89 90 884 269 338 313 N Da S 5.1 2.2 i 22 3.8♦ � 1.9 1.8 1.9 262 920 ♦ 2 2L National Data &Surveying Services ♦ 1.9 1.8 0 1 0 ♦ ♦ ♦ 4 1 + ♦ 0 0 0 2 ♦ ♦ o i► -1 F n»r+ 16-3�kt - oog— T Ill 0 1 0 3 1 o ♦ , 4 L♦ T� 4 ♦ .0 ♦ 5 J L 5 J L 28 ♦ � f.. 42 2 Z 1' 2 Z � ♦ h t 6 6 6 �h t r+ � ♦ t 15 -Min Count NW 14th Ave NW 14th Ave NW 20th St. NW 20th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total Total 04:00 PM 63 87 92 0 4 18 14 0 9 136 26 0 27 248 7 0 731 2784 04:15 PM 67 75 62 0 3 27 12 0 16 121 17 0 19 203 5 0 627 2711 04:30 PM 62 71 67 0 0� 15 0 8 164 24 0 24 241 7 0 697 2756 04:45 PM 77 105 92 0 7 4 0 9 136 22 0 20 228 5 0 729 2689 42 75 53 0 21 223 4 0 658 2578 05:00 PM 0 35 14 0 12 158 21 0 05:15 PM 52 55 52 0 0 20 14 0 13 153 22 0 18 263 10 0 672 1920 05:30 PM 05:45 PM 64 64 50 0 30 52 45 0 3 1 32 7 0 32 6 0 11 143 15 0 15 170 20 0 25 212 12 232 4 0 3 0 630 618 1248 618 Peak15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total All Vehicles 308 420 368 0 28 108 60 0 64 656 104 0 108 992 28 0 3244 Heavy Trucks 8 12 12 0 4 8 8 36 8 4 52 8 160 Pedestrians 12 8 8 0 :28 Bicycles 0 4 0 0 4 0 0 16 0 0 8 0 32 Railroad Stopped Buses Evaluating unlicensed Dynamir-PIF faafura C irk hares fnr CITY/STATE: Miami, FL ♦ 132 104 t 99 6 21 ♦ , ♦ 4 759 45 Peak Hour Factor t 53 697 914 y 4.620 977 18 r 24 982 ♦ � h t If 40 6 411 ♦ 48 87 t �y L 0 ♦ ♦ o 3 t t 0 �i ~F ♦ t 9 , , .+ ♦ �► 2 J L 5 38 ♦ � 33 I h t r►F♦ 23 2 24 ♦ t 15 -Min Count NW 13th Ave Period Northbound Beginning At Left Thru Rgt U 07:00 AM 13 0 5 0 07:15 AM 4 2 11 0 07:30 AM 12 4 16 0 07:45 AM 9 1 11 0 08:00 AM 11 1 8 0 M,08:15 AM 8 0 6 0 08:30 AM 6 1 8 0 08:45 AM 3 0 8 0 Peak 15 -Min Northbound Flowrates Left Thru R t U All Vehicles 48 16 64 0 Heavy Trucks 44 4 44 Pedestrians 8 Bicycles 0 0 0 Railroad Stormed Buses Peak -Hour: 07:30 AM - 08:30 AM Peak 15 -Minute: 08:00 AM - 08:15 AM Nes National Data & Surveying Services NW 13th Ave I NW 20th SEastboundt. Southbound DATE: ♦ 8.3 8.7 m 9.1 16.7 3.7 ♦ 4J ♦ 4 «+ ♦ �► S L If f Ir 8.6 4.4 � t 9.4 4.2 ♦ � 4.5. 3 4.1 0.0 � 57.5 r 20.6 6.4 33.3 58.5 ♦ 14.0 0 56.3 t 0 , 4-j♦ 4 0 J L 0 0 ♦ <C�)o A. 4 -� ti 0 Ir 0 t r► 0 0 NW 20th St Westbound Hourly 6 0 22 0 13 180 3 0 2 127 15 0 385 1827 6 2 25 0 12 225 5 0 4 168 16 1 496 1893 7 3 20 0 6 227 3 0 6 143 12 1 449 1853 6 0 28 0 12 242 8 0 4 160 16 1 497 1835 8 1 26 0 15 18 220 213 2 4 0 0 5 149 9 2 451 456 1338 3 0 14 0 6 173 10 0 887 8 1 Southbound 17 09 218 Eastbound 8 0 5 139 Westbound 15 0 431 431 .eft Thru R t U R* Left Thru R t U R* Left Thru R t U Fr Total 32 12 112 0 60 968 32 0 24 672 64 8 4 4 12 4 40 0 8 44 8 216 0 8 0 16 4 0 0 0 0 4 0 16 0 24 NOTICE or�rarcr�wiracares rarm�tap9uo msuma Miamuanalorme �s omnrt aadiwoan wiu ria w be u recarrtittkafion orafiruldeoson. PZ -18-263 01/22/19 , Evaluating unlicensed Dy n F faafii nam C irk harm fnr LOCATION: NW 13th Ave & NW 20th St CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 ♦ 66 129 t Peak -Hour: 04:30 PM - 05:30 PM Peak 15 -Minute: 04:45 PM - 05:00 PM ♦ 6.1 9.3 t c wo " n 51 2 13 ♦ 4 L 4. 4. 5.9 50.0 0.0 -1 1027 70 : Peak Hour Factor i 56 1025 778 4.963 3.8 5.7 J i 14.3 2.4 3.6 y y ♦ 859 11 i r 6 807 ♦ �1 t r► ♦ 13 3 16 � y 1 3.0 ♦h 27.3 r 0.0 2.4 t � 7.7 0.0 0.0 ♦ 19 32 t 5 3 National Data &Surveying Services ♦ 22.2 3.1 t 1 0 0 ♦ 4 0 ♦ ♦ 0 0 t t s y 11..2 0 a t ♦ � o � ✓r r o y ♦ [� Nti' 3za t•a1n 4% t r- 2 ,� o 0 0 ♦ t 3 1 0 L ♦ —� �� f to ♦ �. ■ ♦ 4 J 8 ♦ �I I ILII -- J 3 3 � �• 0 0 � r ♦ � h 0 r 0 0 0 ♦ t 15 -Min Count NW 13th Ave NW 13th Ave NW 20th St. NW 20th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R' Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total Total 04:00 PM 2 2 4 0 4 0 11 0 21 199 2 0 0 266 18 1 530 1965 04:15 PM 1 2 3 0 6 0 5 0 17 156 3 0 0 236 11 0 440 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 4 2 3 0 3 1 16 0 24 185 2 0 2 243 3 0 488 1913 05:15 PM 5 1 6 0 4 0 14 0 14 181 4 0 0 245 25 0 499 1425 0 0 1 0 0 1 3 0 0 259 1 207 15 1 10 0 05:30 PM 05:45 PM 1 0 8 0 5 0 8 0 10 184 2 0 13 193 3 1 481 445 926 445 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total All Vehicles 20 8 24 0 20 4 64 0 96 836 16 0 12 988 100 4 21.92 Heavy Trucks 4 0 0 0 4 4 8 24 8 0 56 12 120 Pedestrians 4 12 16 4 36 Bicycles 0 0 0 0 0 4 0 16 0 0 4 0 24 Railroad Stopped Buses Evaluating unlicensed Dynamir� faatltra C link harm fnr CITY/STATE: Miami, FL ♦ 959 607 t 130 730 99 ♦ 4J ♦ 4 L 4- 694 135 J t 73 693 Peak Hour Factor 676 ♦ 4.480 480 975 164 140 946 ♦ � 84 4 39 If399 17171 ♦ 1034 654 t 7 ♦ ♦ 15 1 t ♦ 1 ♦ t 5 52 6 .+ ♦ '+ 12 J / t 7 48 ♦ 35 7 !• 27 ♦ � h t t7 3 2, 17 ♦ t 15 -Min Count SR 933/ NW 12th Ave Period Northbound Beginning At Left Thru Rgt U 07:00 AM 23 110 40 0 07:15 AM 20 98 41 0 07:30 AM 20 120 44 1 07:45 AM 21 104 48 2 08:00 AM 15 84 37 0 08:15 AM 24 91 42 1 08:30 AM 20 97 36 0 08:45 AM 27 91 38 1 Peak 15 -Min Northbound Flowrates Left Thru R t U All Vehicles 96 480 192 8 Heavy Trucks 8 28 28 Pedestrians 8 Bicycles 0 8 0 Railroad Stormed Buses Peak -Hour: 07:30 AM - 08:30 AM Peak 15 -Minute: 07:30 AM - 07:45 AM Nes National Data & Surveying Services SR 9331 NW 12th Ave I NW 20th St. Southbound Eastbound DATE: ♦ 6.6 6.6 m 3.8 7.1 6.1 ♦ 4J ♦ 4 6.2 8.9 t 7.1 ♦ ♦ 7.341k It 9+__1 L «+ ♦ b S t Ik NW 20th St Westbound Hourly 16 � 9.6 50 1 6.9 4.3 � 3.6 r, 19.3 7.5 5.3 9.9 ♦ 8.3 0 6.3 t 3 0 � ♦ 4 77 , ♦ � ♦ 2 —� ti 6 r 0 t r► 2 9 NW 20th St Westbound Hourly 16 198 50 1 33 124 34 0 31 77 9 0 732 3243 30 192 37 1 31 169 36 0 37 125 24 0 867 3281 29 192 30 1 29 182 35 0 32 117 19 0 841 3269 20 170 36 0 37 181 44 0 37 123 19 0 803 3227 17 176 27 1 38 32 144 164 49 51 0 0 34 43 115 132 11 15 0 0 770 2424 1654 37 189 37 2 855 23 198 25 3 I 33 144 50 0 42 109 15 0 799 799 Southbound L Eastbound Westbound -eft Thru Rat__ U R* Left Thru R t U R* Left Thru R t U R* Total 120 768 148 4 152 728 196 0 148 500 96 0 3030 12 80 8 20 72 12 32 40 12 352 20 24 24 76 0 8 0 0 4 4 0 4 4 32 NOTICE or�rarcrenewiracare, rarm�tappio msumar4iamuan4iorme �: omnrt aadiwoan wiu ria w be u recarrtittkafion orafiruldeosm. PZ -18-263 01/22/19 , Evaluating unlicensed Dynamiro■f<fPatltrP Clink harm I LOCATION: SR 933 NW 12th Ave & NW 20th St CITY/STATE: Miami, I'L PROJECT ID: 18-0327N DATE: 06/05/2 614 1111 ♦ Peak -Hour: 04:45 PM - 05:45 PM Peak 15 -Minute: 05:15 PM - 05:30 PM114 + 3.6 3.9 Wb 417 83 5.3 2.9 4.8 1057 165: t 137 1077 Peak Hour Factor 531 y =4.798 2.9 1.8 J 2.4 y ♦ 2.3 810 114 i r 142 803 ♦ �1 t r► ♦ 145 809 189 ND, 2.2 ♦ 1.8 r 6.3 3.1 � 4.8 4.4 4.2 673 1143 ♦ 4 4 L National Data & Surveying Services ♦ 3.4 4.5 0 2 0 _110. .0. _] +1 4 5 + ♦ 3 0 J t 2 S 5 2 .l1II.' 1 y ♦ z sF I rte+ ++ !g —3Y�i —all t ♦ h 1 0 0 0 _10, ft �. s 12 a ♦ �► ♦ _ , 4 — Tr # 3 J t 5 13 ♦ 4. 18 4 I 1 J 2 Z 1' 9 Z r ♦ h t r� — ♦ 7 36 8 h W 9' IIr 15 -Min Count SR 933/ NW 12th Ave SR 933/ NW 12th Ave NW 20th St. NW 20th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R* I Left Thru R t U R* Left Thru R t U R* I Left Thru Rot U R* Total Total 04:00 PM 42 204 42 0 17 90 36 3 35 154 27 0 36 211 25 0 922 3540 04:15 PM 30 187 43 0 15 107 36 1 47 120 20 0 32 173 25 0 836 3478 04:30 PM 41 232 33 1 21 108 19 0 35 112 32 0 29 181 22 0 866 3597 04:45 PM 41 197 35 0 18 98 18 1 54 156 29 0 28 205 36 0 916 3644 05:00 PM 32 206 52 0 22 93 35 1 39 120 26 0 33 175 26 0 860 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 05:45 PM 34 173 49 0 40 193 38 0 16 18102 111 28 2 23 0 37 143 29 0 38 125 25 0 38 214 36 156 38 1 25 0 913 819 1732 819 Peak 15 in Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R' Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total All Vehicles 164 932 212 0 92 460 140 8 216 624 120 0 168 856 152 4 4'.48 Heavy Trucks 12 48 16 8 20 8 4 20 4 20 32 8 200 Pedestrians 24 20 20 8 72 Bicycles 4 0 0 0 4 0 0 8 4 0 4 4 28 Railroad Stopped Buses Evaluating unlicensed Dynamir-PIF faafura C irk hares fnr CITY/STATE: Miami, FL ♦ 336 326 t 65 203 68 ♦ , ♦ 4 645 119 Peak Hour Factor t 46 564 503 ♦ Q,9Q 4.435 988 366 i r, 83 658 ♦� 1455 16 If161 877 ♦ 652 393 t 12 2 4 ♦ ♦ 34 2 t t 3 13 t s a a ♦ ♦ 4L♦ 9 J t 2 33 ♦ 29 10 1 ♦ � h 1 r6 8 6 41t 15 -Min Count 10th Ave Period rthbound Beginning At �L_eftThiu R t U 07:00 AM 25 31 8 0 07:15 AM 34 32 18 0 07:30 AM 51 58 39 0 07:45 AM 30 48 19 0 08:00 AM 33 27 14 0 08:15 AM 31 28 15 0 08:30 AM 20 30 7 0 08:45 AM 44 33 11 0 Peak 15 -Min Northbound Flowrata. Left ThruR t U All Vehicles 204 232 156 0 Heavy Trucks 16 4 12 Pedestrians 24 Bicycles 0 4 0 Railroad Stormed Buses Peak -Hour: 07:30 AM - 08:30 AM Peak 15 -Minute: 07:30 AM - 07:45 AM nes National Data & Surveying Services NW 10th AveI NW 20th St. Southbound Eastbound DATE: ♦ 6.0 3.7 JCM 12.3 2.0 11.84j 1&4 7.0 7.6 J 6.6 ♦ ♦ 6.7 5.3 2.7 i ♦� 5.55 r 1.2 7.1 0. r 0.6 6.9.9 ♦ 2.3 0 3.8 t 1 0 ♦ 4 o t t 0 <C�>o 3 ul 1 o t IF ro , 0 , ♦ 4 S t NW 20th St Westbound Hourly 10 71 13 0 20 86 61 0 14 99 9 0 467 2219 15 55 20 0 33 134 96 0 18 101 13 0 633 2281 17 55 15 0 36 123 101 0 22 100 21 0 587 2180 17 48 18 0 27 119 89 0 21 116 3 0 532 2074 19 4512 00 23 25 127 124 80 84 0 0 21 15 118 113 9 5 1 0 529 1542 13 70 26 0 532 1013 9 52 Southbound 14 0 18 117 Eastbound 75 0 21 81 Westbound 6 0 481 481 -eft Thru R t U R* I Left Thru R t U R* I Left Thru R t U R* Total 76 220 80 0 144 536 404 0 88 472 84 4 2700 12 12 16 16 44 16 4 48 4 204 20 16 48 108 0 4 0 0 4 0 0 12 0 24 NOTICE or�rarcr�wiracares rarm�tap9uo msumar4iamuan4lorme �s omnrt aadiwoan wiu ossa w be u recarrtittkafion orafiruldeoson. PZ -18-263 01/22/19 , Evaluating unlicensed Dy n F faafii nam C irk harm fnr LOCATION: NW 10th Ave & NW 20th St CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 ♦ 168 579 ♦ Peak -Hour: 04:45 PM - 05:45 PM Peak 15 -Minute: 05:00 PM - 05:15 PM ♦ 3.6 1.2 ♦ c " n 67 60 41L ♦ ♦ �► ♦♦ 1.5 3.3 7.3 ♦ 4 1024 161 : Peak Hour Factor t 75 724 540 4.616 2.7 1.2 J 2.8 ♦ >4. t 2.7 2.9 y 822 121 i r 33 700 ♦ �1 t r► ♦ 341 343 119 ND7 2.7 4.1 i 2.6 0.9 2.5 r 0.0 3.0 ♦ 214 803 ♦ 7 sL ♦ ♦ National Data & Surveying Services ♦ 3.3 1.9 o 1 1 ♦ L 4 15 +1 ♦ 4 J t ♦ ♦ 0 4 -1, 1 11..4 EII j1 111 "/fjr� I ♦ 411- F� .Ft.� "' o 12 h t r► 4 L 4- 4 L —1 2 Jt 2 15 15 ♦ ♦. 18 t 7 J t- 5 Z 4' 0 hr h ♦ � 9 3 3 3 3 t r+ � � ♦ t 15 -Min Count Period NW 10th Ave Northbound NW 10th Ave Southbound NW 20th St. Eastbound NW 20th St Westbound Hourly Beginning At Left Thru R t U R* Left Thru R t U R* ru Left ThR t U R* Left Thru potU R* Total Total 04:00 PM 04:15 PM 68 87 20 0 82 93 27 0 7 8 22 19 0 19 16 0 37 147 34 0 22 121 17 1 5 140 6 126 15 0 18 0 601 556 2348 2413 04:30 PM 04:45 PM 80 92 19 0 81 66 28 0 14 12 13 16 0 15 16 0 36 121 35 0 46 133 23 0 10 161 11 135 14 0 14 0 611 580 2510 2517 05:00 PM 05:15 PM 93 106 27 0 85 84 29 0 8 12 26 22 0 11 16 0 40 134 32 0 38 149 27 0 7 151 10 168 20 0 24 0 666 653 2484 1818 05:30 PM 05:45 PM 82 87 35 0 70 82 15 0 9 7 8 13 0 20 5 0 37 124 39 0 32 129 31 0 5 162 6 133 17 0 17 0 618 547 1165 547 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* I Left Thru R t U R* Total All Vehicles Heavy Trucks 372 424 140 0 16 8 4 48 4 104 88 0 4 4 184 596 156 0 8 20 8 44 672 96 0 0 20 4 2924 100 Pedestrians Bicycles 24 4 4 4 4 28 4 0 28 0 8 4 36 0 8 4 116 44 Railroad Stopped Buses Evaluating unlicensed Dynamir-PIF faafura C irk hares fnr CITY/STATE: Miami, FL DATE: 06/05/2018 ♦ 1025 719 t Peak -Hour: 07:15 AM - 08:15 AM ♦ 7.6 5.0 t c C Wb Peak 15 -Minute: 07:45 AM - 08:00 AM " n 96 821 108 2.1 9.3 0.0 ♦ 4j ♦ 4 4.♦ 4j♦ 4 265 64 J L 76 122 1.6 17.2 J L 0.0 Peak Hour Factor 16 3.2 0.0 y�titr►r ♦♦�♦ zo, ss ao ata 7.5 v r 0.0 ,s S 41111 It 579 154 1.3 4.3 1.9 ♦ 926 886 t ♦ 8.4 3.4 t National, Data &Surveying Services 109 44L 0 3 0 ♦ ♦ *J ♦ 4 36 ♦ ♦ 6 0 J i 0 22 11 t 4 F 1 F L Q —1 4 L J t 0 -- J 1< lk2z s•0 � z � ♦ t 15 -Min Count SR 9331 NW 12th Ave SR 9331 NW 12th Ave NW 16th St. NW 16th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total Total 07:00 AM 39 177 411 23 157 31 1 19 11 15 0 3 3 5 0 526 2231 07:15 AM 43 151 41 4 24 204 26 1 13 13 22 0 3 2 7 0 554 2234 07:30 AM 39 126 33 1 18 181 25 0 16 16 19 0 15 6 39 0 534 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 32 129 36 0 18 197 9 1 17 15 20 0 9 4 12 0 499 1553 08:30 AM 22 150 41 0 33 231 16 0 12 13 10 1 5 2 9 0 545 1054 08:45 AM 32 141 39 4 29 207 18 0 12 10 4 0 7 0 6 0 509 509 Peak 15 -Min Northbound Southbound Eastbound Westbound Flowrates Left Thru R t U R* I Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total All Vehicles 172 676 164 16 136 900 112 4 76 84 96 0 60 24 156 0 2676 Heavy Trucks 4 40 4 0 100 4 16 4 4 0 0 0 176 Pedestrians 40 200 72 8 320 Bicycles 0 8 4 0 8 0 0 0 0 4 4 0 28 Railroad Stormed Buses NOTICE W,Wff wiracare,N' t,ppL pemnt U—Mumuana/.1. rt apdKafio„w�u �a w be u recarrtierkafion arafirulEmsan. PZ -18-263 01/22/19 , Evaluating unlicensed Dynamir-PI F faafii a C irk harm fnr LOCATION: SR 933 NW 12th Ave & NW 16th St CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 ♦ 703 1152 ♦ Peak -Hour: 04:30 PM - 05:30 PM Peak 15 -Minute: 05:15 PM - 05:30 PM ♦ 38 44 ♦ C. Cm " n 57 598 46 4-40 ♦ 4 L ♦ ♦ 14.0 3.2 0.0 40 ♦ b 132 62 : i Peak Hour Factor 136 291 13 y ♦ 46 6.3 4.8 J 0.0 y i 0.0 ♦ 0.0 138 63 i r 109 114 ♦ h t r► ♦ 29 954 53 � 1 y 2.9 ♦h♦ 1.6 to � 0.0 5.0 5.7 r 0.0 2.8 ♦ 770 1036 ♦ 40 14National ♦ ♦ L Data &Surveying Services ♦ 2.6 4.9 � 0 5 3 5 ♦ ♦ 6 +1 ♦ 4 0 J i 0 0 4 � � 2 ""� 40f� 2�g_ok3 �1� Ng��-- 0 � �41 't55 � 1 8 1s o L♦ � rr ♦ ♦ 4 4+ ♦ b 3 J t 0 0 4.. 0 1IIIE J +♦ ♦�h t �♦ 0 48 3 F- �h t r+� 15 -Min Count Period SR 933/ NW 12th Ave Northbound SR 933/ NW 12th Ave Southbound NW 16th St. Eastbound Westboun NW 16th Sj:U::: Hourly Beginning At Left Thru R t U R* Left Thru R t U R* Left Thru R t U R' Left Thru R t W Total Total 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 25 10 15 27 0 28 0 522 550 2113 2146 04:30 PM 04:45 PM 8 216 9 2 6 204 15 2 12 135 17 1 12 152 16 3 19 5 18 0 20 3 14 0 30 25 11 14 37 0 35 0 520 521 2168 2149 05:00 PM 05:15 PM 4 260 14 3 4 274 15 0 7 143 13 0 10 168 11 3 15 3 16 1 7 2 15 0 26 28 13 8 37 0 27 0 555 572 2117 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 19 4 5 23 0 15 0 501 489 990 489 Peak 15 -Min Northbound Southbound Eastbound71 Westbound Flowrates Left Thru R t U R' Left Thru R t U R* Left Thru R t U R' I Left Thru R t U R* Total All Vehicles Heavy Trucks 32 1096 60 12 0 68 8 48 672 68 12 0 28 12 80 20 72 4 8 0 4 120 0 56 148 0 0 0 2500 128 Pedestrians Bicycles 124 4 8 4 76 12 12 0 12 0 4 0 4 12 0 0 224 48 Railroad Stopped Buses Evaluating unlicensed Dynamir-PIF faafura C irk hares fnr CITY/STATE: Miami, FL � 1.4 ♦ 920 ♦ 1014 t r 2.1 1.8 3.2 0.6 128 663 129 L ♦ , ♦ 4 4- 688 123 J Peak Hour Factor t 147 664 182 451 y 3 4.343 760 166 99 r 194 1111 ♦� 2177 74 744 f 53131 ♦ 1043 26 992 1492 t 87 35 176 32 82 ♦ 32 119 ♦ 11 10 t 48 94 36 t 26 993 3743 17 ♦ ,0 '' 74 ♦ t 12 b 6 J t 2 5 ♦ � 12 ,1 44 !• 4 ♦� +1 2 t 24 3 46 168 F 15 -Min Count SR 9331 NW 12th Ave Period 33 Northbound Beginning At Left Thru Rgt U 07:00 AM 55 211 115 0 07:15 AM 52 204 118 0 07:30 AM 56 195 157 3 07:45 AM 61 182 113 3 08:00 AM 40 163 143 2 08:15 AM 44 187 123 1 08:30 AM 47 150 107 1 08:45 AM 45 185 103 1 Peak t5 -Min 46 Northbound Flowrates Left Thru R t U All Vehicles 244 816 628 12 Heavy Trucks 4 36 4 Pedestrians 72 Bicycles 0 8 0 Railroad Stormed Buses Peak -Hour: 07:15 AM - 08:15 AM Peak 15 -Minute: 07:45 AM - 08:00 AM Nes National Data & Surveying Services SR 9331 NW 12th Ave NW 14th St. Southbound Eastbound DATE: ♦ 10.5 3.2 P� 7.8 11.2 10.1\ ♦ 4J ♦ 4 «+ ♦ 3.5 4.9 J 1.1 3.541k It 9+ J t Z IC 4►� � 1.4 ♦ ♦ 2.9 5.9 � 0.9 r 2.1 1.8 3.2 0.6 ♦ 8.5 0 1.9 t 2 , � ♦ 4 J t 0 2 -0.z 4- 3 � —� ti l0 r, t r► 5 6 NW 14th St Westbound Hourly 28 150 39 4 40 127 32 0 46 84 36 0 960 3856 18 182 33 3 24 99 43 0 56 79 44 0 992 3779 35 176 32 2 32 119 60 0 48 94 36 0 993 3743 37 155 24 2 27 106 51 0 44 86 31 0 911 3707 46 168 25 6 31 108 33 0 40 56 15 0 883 2796 48 165 38 6 33 114 58 0 47 89 53 0 956 1913 31 171 60 2 35 100 46 0 55 77 45 1 957 957 Southbound Eastbound Westbound -eft Thru R t U R' Left Thru R t U R' Left Thru R t U R` Total 148 728 156 16 160 508 240 0 224 376 176 0 4432 20 96 16 8 16 12 8 16 4 240 128 128 44 372 4 4 0 4 8 0 4 4 0 36 NOTICE or�rarcr�wiracares rarm�tap9uo msumar4iamuan4lorme �s omnrt aadiwoan wiu ossa w be u recarrtittkafion orafiruldeoson. PZ -18-263 01/22/19 , Evaluating unlicensed Dy n F fmafunam C irk harm - LOCATION: SR 933 NW 12th Ave & NW 14th St CITY/STATE: Miami, FL PROJECT ID: 18-03278-0 DATE: 06/05/2018 950 1004 ♦ Peak -Hour: 04:45 PM - 05:45 PM Peak 15 -Minute: 04:45 PM - 05:00 PM + 27 49 ♦ �.b pie '^ n 89 775 86 1.1 2.2 9.3 691 131 J Peak Hour Factor t 158 921 152 y 4.433 2.7 9.2 J 3.3 y t 1.3 ♦ 3.0 463 180 i ♦ �1 t r 330 400 r► ♦ 162 ND, 3.9 0.6 2.4 5.0 .2 r 1.2 3.8 12828 5 68 ♦ 1046 ♦ 29 ♦ National Data &Surveying Services 4715 ♦ 1.7 4.0 0 7 0 %+ +1 ♦ 7 + ♦ 13 0 J 4 ♦ t 0 ♦ 2 48 f ♦ 8 jjl Irj 0 `✓r 0 22 « INn� :j 1 � ��-sem-�u h ♦ r► o s 1 1 17 8L }' 4 L 12 Jt 2 T t J t 5 ♦ 4 13 1 1. 41;1 ♦ ti 4 t 36 2 F— ♦ 2 h t r+ 15 -Min Count SR 9331 NW 12th Ave SR 9331 NW 12th Ave NW 14th St. NW 14th St Period Northbound Southbound Eastbound Westbound Hourly Beginning At Left Thru R t U R* I Left Thru R t U R* Left Thru R t U R* I Left Thru R t U R* Total Total 04:00 PM 39 177 38 3 14 177 33 5 37 44 48 0 76 96 44 0 831 3259 04:15 PM 35 170 36 4 22 166 18 3 36 35 43 0 66 110 54 0 798 3220 04:30 PM 46 114 26 3 31 106 27 2 44 41 41 0 63 113 48 0 705 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 30 156 47 4 16 169 21 3 49 25 42 0 79 110 41 0 792 3214 05:15 PM 33 198 37 4 19 186 23 0 32 46 35 0 76 105 36 0 830 2422 05:30 PM 05:45 PM 40 32 179 31 7 170 33 6 16 14169 172 18 2 21 1 19 42 42 0 22 26 31 0 95 128 82 115 42 0 37 0 833 759 1592 759 Peak 15 -Min No Southbound Eastbound Westbound Flowrates Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total All Vehicles 192 792 188 28 108 992 108 12 196 184 244 0 380 512 168 0 4104 Heavy Trucks 16 56 4 12 28 4 20 12 4 8 16 4 184 Pedestrians 64 108 84 40 296 Bicycles 0 12 4 0 12 0 0 12 0 0 4 0 44 Railroad Stopped Buses Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 24 -Hour Continuous Counts Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Prepared by NDS/ATD VOLUME SR 933/NW 12th Ave Bet. NW 25th St & NW 26th St Day: Tuesday Date: 6/5/2018 City: M Project #: FL NOTICE PeriodAM NB 07:00 SB EB TOTAL..Co""' 12:30 15:30 AM Pk Volume 812 1118 1795 EW 00:00 55 Pk Hr Factor 20 0.899 75 Pk Hr Factor 12:00 195 0.919 169 1294 2170 3464 00:15 32 1227 35 7 - 9 Peak Hour 67 07:00 12:15 192 16:30 168 16:30 360 686 00:30 24 a 22 632 46 Pk Hr Factor 12:30 211 0.916 192 0.937 403 0.936 00:45 26 137 13 90 39 227 12:45 212 810 200 729 412 1539 01:00 34 12 46 13:00 185 201 386 01:15 16 10 26 13:15 174 200 374 01:30 20 12 32 13:30 226 186 412 01.45 19 89 20 54 39 143 13:45 206 791 195 782 401 1573 02:00 12 10 22 14:00 214 198 412 02:15 11 20 31 14:15 233 185 418 02:30 16 13 29 14:30 239 155 394 02:45 13 52 16 59 29 111 14:45 212 898 168 706 380 1604 03:00 11 8 19 15:00 257 167 424 03:15 7 11 18 15:15 269 176 445 03:30 6 10 16 15:30 386 138 524 03:45 7 31 19 48 26 79 15:45 311 1223 164 645 475 1868 04:00 12 25 37 16:00 325 135 460 04:15 12 20 32 16:15 310 158 468 04:30 13 28 41 16:30, 313 154 467 04:45 25 62 39 112 64 174 16:45 325 1273 148 595 473 1868 05:00 21 58 79 17:00 318 147 465 05:15 36 72 108 17:15 348 164 512 05:30 48 86 134 17:30 275 166 441 05:45 73 178 133 349 206 527 17:45 254 1195 155 632 409 1827 06:00 73 128 201 18:00 250 134 384 06:15 100 209 309 18:15 220 165 385 06:30 108 282 390 18:30 190 152 342 06:45 125 406 277 896 402 1302 18:45 180 840 157 608 337 1448 07:00 151 277 428 19:00 144 126 270 07:15 142 265 407 19:15 189 132 321 07:30 195 265 460 19:30 172 117 289 07:45 179 667 311 1118 490 1785 19:45 127 632 103 478 230 1110 08:00 163 275 438 20:00 160 112 272 08:15 149 237 386 20:15 130 109 239 08:30 173 260 433 20:30 106 106 212 08:45 142 627 280 1052 422 1679 20:45 110 506 103 430 213 936 09:00 152 249 401 21:00 118 96 214 09:15 151 250 401 21:15 90 87 177 09:30 166 235 401 21:30 107 94 201 09:45 176 645 192 926 368 1571 21:45 83 398 84 361 167 759 10:00 157 201 358 22:00 104 70 174 10:15 143 201 344 22:15 78 59 137 10:30 156 164 320 22:30 73 59 132 10:45 189 645 186 752 375 1397 22:45 83 338 61 249 144 587 11:00 184 168 352 23:00 69 53 122 11:15 165 146 311 23:15 64 43 107 11:30 180 173 353 23:30 116 55 171 11:45 214 743 173 387 1403_23:45 48 297 49 200 97 497 TOTALS 4282 _660 6116 1D398 TOTALS 9201 _ 6415 15616 SPLIT % 41.2% 58.8% ^0.0% SPLIT % 58.9% 41.1% 60.0% MEDAILY TOTALS NB WB Total13A 0 26,014 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 1795i'.. 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 City: M Project #: FL NOTICE W-11 LVA ., 11:45 08:00 07:15 PM Peak Hour • 12:45 16:30 AM Pk Volume 807 1084 1765 PM Pk Volume • 00:00 51 Pk Hr Factor 21 0.948 72 Pk Hr Factor 12:00 201 0.942 173 1385 2080 3465 00:15 41 1389 23 7 - 9 Peak Hour 64 08:00 12:15 183 16:30 178 16:30 361 739 00:30 23 i�.. a 19 701 42 Pk Hr Factor 12:30 206 0.943 183 0.964 389 0.942 00:45 22 137 20 83 42 220 12:45 184 774 214 748 398 1522 01:00 28 12 40 13:00 181 208 389 01:15 19 13 32 13:15 208 185 393 01:30 25 19 44 13:30 179 223 402 01.45 20 92 15 59 35 151 13:45 190 758 165 781 355 1539 02:00 16 10 26 14:00 201 223 424 02:15 21 14 35 14:15 214 201 415 02:30 13 11 24 14:30 235 189 424 02:45 13 63 16 51 29 114 14:45 167 817 170 783 337 1600 03:00 15 6 21 15:00 207 173 380 03:15 10 9 19 15:15 282 182 464 03:30 13 9 22 15:30 290 176 466 03.45 7 45 11 35 18 80 15:45 289 1068 168 699 457 1767 04:00 17 12 29 16:00 275 167 442 04:15 10 10 20 16:15 266 176 442 04:30 23 20 43 16:30 290 188 478 04:45 30 80 15 57 45 137 16:45 274 1105 158 689 432 1794 05:00 20 40 60 17:00 302 159 461 05:15 53 46 99 17:15 299 196 495 05:30 76 48 124 17:30 272 181 453 05:45 97 246 113 247 210 493 17:45 267 1140 164 700 431 1840 06:00 111 106 217 18:00 212 119 331 06:15 132 160 292 18:15 193 162 355 06:30 179 200 379 18:30 219 186 405 06:45 166 588 220 686 386 1274 18:45 187 811 128 595 315 1406 07:00 196 198 394 19:00 111 136 247 07:15 158 258 416 19:15 175 129 304 07:30 185 272 457 19:30 166 114 280 07:45 200 739 268 996 468 1735 19:45 121 573 101 480 222 1053 08:00 156 268 424 20:00 129 114 243 08:15 160 251 411 20:15 139 111 250 08:30 178 279 457 20:30 108 109 217 08:45 152 646 286 1084 438 1730 20:45 100 476 91 425 191 901 09:00 168 245 413 21:00 112 110 222 09:15 166 231 397 21:15 97 86 183 09:30 160 222 382 21:30 115 103 218 09:45 175 669 224 922 399 1591 21:45 112 436 92 391 204 827 10:00 173 213 386 22:0098 86 184 10:15 168 197 365 22:15 84 66 150 10:30 203 179 382 22:30 88 69 157 10:45 178 722 196 785 374 1507 22:45 96 366 61 282 157 648 11:00 194 177 371 23:00 76 48 124 11:15 171 170 341 23:15 78 47 125 11:30 193 174 367 23:30 82 44 126 11:45 1 217 775 204 725 1 421 1500 287 34 173 85 460 TOTALS 4802 5730 10532 _23:4551 TOTALS 8611 _ 6746 15357 SPLIT % 45.6% 54.4% 140.7% SPLIT % 56.1% _ 43.9% 59.3% DAILY TOTALS NB WB Total 13,4 0 25,889 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 i�.. 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] fNOTI�'CE' Prepared by NDS/ATDVOLUMENW 20th St Bet. NW 15th Ave & NW 14th Ave Day: Tuesday Date: 6/5/2018 City: M Project #: FL PeriodAM 06:30 08:00 PM Peak Hour 12:15 15:15 .. AM Pk Volume 1127 956 1797 PM Pk Volume EW • 00:00 32 0.968 65 0.919 97 0.962 12:00 0.934 205 2161 246 3507 4 - 6 Volume 1414 00:15 21 7 - 9 Peak Hour 57 08:00 78 4 - 6 Peak Hour 12:15 16:30 226 7 - 9 Pk Volume 211 699 437 a 00:30 24 1924 26 0.903 50 0.919 12:30 0.974 215 0.982 227 442 00:45 18 95 25 173 43 268 12:45 211 857 259 943 470 1800 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 1430 209 270 479 02:45 28 76 15 72 43 148 14:45 202 799 256 985 458 1784 03:00 20 17 0 37 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 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 39 197 69 349 108 546 TOTALS 6870 5071 119x1 _23:45 TOTALS_ 9743 16955 SPLIT % _ 57.5% 42.5% 1,11.3% 'SPLIT % __7212 42.5% 57.5% 58.7% 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�i�.. a 748 1212 1924 Pk Hr Factor 0.903 0.945 0.919 Pk Hr Factor 0.974 0.968 0.982 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] fNOTI�'CE' ' Prepared by NDS/ATD VOLUMENW 20th St Bet. NW 11th Ave & NW 10th Ave Day: Tuesday Date: 6/5/2018 City: M Project #: FL PeriodAM NB SB EB 11:45 WB PM Peak Hour TOTAL.. 15:00 15:00 NB SB EB 935 WB V EW CO 00:00 37 0.926 24 0.974 61 0.876 12:00 0.919 213 1878 229 3082 4 - 6 Volume 1648 00:15 40 7 - 9 Peak Hour 42 07:30 82 4 - 6 Peak Hour 12:15 16:45 186 7 - 9 Pk Volume 230 637 416 �.. a 00:30 29 1921 32 0.926 61 0.962 12:30 0.958 213 0.980 236 449 00:45 16 122 30 128 46 250 12:45 213 825 222 917 435 1742 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 1430 198 275 473 02:45 17 72 15 69 32 141 14:45 185 780 251 991 436 1771 03:00 11 16 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 1 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 2130 58 77 135 11:45 203 304 240 860 443 1664 44 218 44 300 88 518 TOTALS _ 5725 4699 10424 _23:45 TOTALS_ 7465 9320 16785 SPLIT% _ 54.9% 45.1% 38.3% SPLIT% 44.5% 55.5% 61.7% AM Peak Hour 07:45 11:45 11:45 PM Peak Hour 15:15 15:00 15:00 AM Pk Volume 1030 935 1750 PM Pk Volume 872 1178 2000 Pk Hr Factor 0.926 0.974 0.974 Pk Hr Factor 0.876 0.950 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Signal Timings Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 2414: NW 12 Av&NW 28 St Asset Intersection 2414 NW 12 Av&NW 28 St TOD Schedule Op Mode Plan # DOW -3 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 1 *MM t Ar4ivP PhacP Rank- Phaca Rank 1 cy–c—le Offset Se 0 0 N/A Phase Walk Phase Bank Don't Walk Min Initial Veh Ext _Max Limit Max 2 Yellow Red 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 Page 1 of 2 P Tip NIATI[' F 1 ofsun rerew�rmbates perm�tappu�anon �� .1,-- - Milan qr the Clty of -1 p N,hitapgkahonwieG.1. bra ,na ,w-vjii�. ry�po4 tt. City of a Th.c h-- yili��®�fky l{lNa a� j amm n.� - PZ-18-2�3 x 0 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 -------- Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 2414: NW 12 Av&NW 28 St Current TOD Schedule Plan CvcIe 1 - 2 SBT 3 - Green Time 4 5 WBT - 6 NBT 7 - 8 EBT Ring Offset Offset 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__a 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 Local Time of Day Function Time Function Settings * Day of Week Time Function Settings * Day of Week 0000 TOD OUTPUTS -------- SuM T W ThF S 0000 TOD OUTPUTS -------- SuM T W ThF S No Calendar Defined/Enabled Page 2of2 Local TOD Time 0000 0000 0100 0600 0600 0700 0900 0900 1300 1600 1900 1900 2200 2300 2300 Flash 19 2 3 4 20 8 12 13 21 22 Free Free �t. PZ -63 01/2211M W - Cor - Su S MTWThF MTWThF MTWThF Su S MTWThF MTWThF MTWThF S Su S Su S Su S MTWThF * 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 2409: NW 12 Av&NW 22 St Asset Intersection 2409 NW 12 Av&NW 22 St TOD Schedule Op Mode Plan # DOW -3 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 1 *MM t Ar4ivP PhacP Rank- Phaca Rank 1 cy–c—le Offset Se 0 0 N/A Phase Walk Phase Bank Don't Walk Min Initial Veh Ext _Max Limit Max 2 Yellow Red 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 Page 1 of 2 P Tip NIATI[' F 1 ofsun rerewirmicates perm�tappu�anon �� .1,-- - Mi lan qr the City of -1 N,p hitapgkahonw�ieG.1. bra ig In acwrdame vjii�Mtl ry�po4 tt Ciryof a Th.c h-- yili��®�fkY l{lNa a� j amm n.� - PZ-18-2�3 x 0 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default -234-6-- External Permit 0 -------- External Permit 1 -------- External Permit 2 -------- Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 2409: NW 12 Av&NW 22 St Current TOD Schedule Plan CvcIe 1 - 2 SBT 3 EBT Green Time 4 5 WBT - 6 NBT 7 - 8 - Ring Offset Offset 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 _a 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 Local Time of Day Function Time Function Settings * Day of Week Time Function Settings * Day of Week 0000 TOD OUTPUTS -------- SuM T W ThF S 0000 TOD OUTPUTS -------- SuM T W ThF S No Calendar DefinedAEnahled I Page 2of2 Local TOD Time 0000 0000 0600 0600 0700 0900 0900 1300 1600 1900 1900 2200 2300 2300 19 2 3 4 20 8 12 13 21 22 Free Free °= IF Ti N n,_� no�,�nreriewin�i�are= a M1on�� m'�: p<nnn aad�i� will n�a w neo w>eam a ror a iq In wrdarr-timelinea uffwlM1 In the Ciry of k TM1e appti.ab p1liion-malungbotly will reNew appticaeon n wepier.M1ear�nganiren�erei�ga rxommenaarwn or a oral aeo uon. PZ -63 01/2211M T' F • S S MTWThF MTWThF MTWThF Su MTWThF MTWThF MTWThF Su Su Su MTWThF * 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 S S S S Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 2402: NW 17 Av&NW 20 St Asset Intersection 2402 NW 17 Av&NW 20 St TOD Schedule Op Mode Plan # DOW -3 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 *MM 1* t Ar4ivP PhacP Rank- Phaca Rank 1 cy–c—le Offset Se 0 0 N/A Phase Walk Phase Bank Don't Walk Min Initial Veh Ext _Max Limit Max 2 Yellow Red 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 1 12 - 12 - 121 7- 7- 7 1 1 1- 1 1 30 - 30 30 0 0- 0 4 2 7 NBL 0 0 0±10 - 0 0 5- 5 5 2 2- 2 7- 7- 7 15 15 - 15 4 2 8 SBT 7 7 - 2 - 12 - 121 7 - 7 - 7 12.5 -2.5 - 2.51 7 - 7 - 7 148 40 - 40 4 2 Page 1 of 2 P Tip NIATI[' F 1 ofsun rerewirmicates perm�tappu�anon �� .1,-- - Mi lan qr the City of -1 N,p hitapgkahonw�ieG.1. bra ig In acwrdame vjii�Mtl ry�po4 tt Ciryof a Th.c h-- yili��®�fkY l{lNa a� j amm n.� - PZ-18-2�3 x 0 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 2402: NW 17 Av&NW 20 St Current TOD Schedule Plan Cvcle 1 EBL 2 WBT 3 SBL Green Time 4 5 NBT WBL 6 EBT 7 NBL 8 SBT Ring Offset Offset 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 a 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 -------- M T W ThF ---5---- SuM T W ThF S No Calendar Defined/Enabled Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Page 2of2 Settings * Day of Week ---5---- SuM T W ThF S -------- MTWThF -------- Su S ---5---- SuM T W ThF S Local TOD Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 2 19 3 20 4 8 12 13 22 Free Free nt,�nr�ewi tlieate= a '�dnn ,u,,—e, N, perrnitaPpin w'll need wrbe scheduled bra iq In wrdarrz vnM timelinea seffwlM1 In the Ciryot k TM1eapptirabletlecision-maMing hotly will reNew appticanon n Ne public hearing and rentkreiNe a re<ol,menaa,'lon or acral deo uon. PZ -63 01/2,/19 S • h W Th F Su S MTWThF Su S MTWThF MTWThF MTWThF MTWThF Su S Su S MTWThF * 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 3885: NW 14 Av&NW 20 St Asset Intersection 3885 NW 14 Av&NW 20 St TOD Schedule Op Mode Plan # DOW -3 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 WM+j Aillomm t Ar4ivP PhacP Rank- Phaca Rank 1 cy–c—le Offset Se 0 0 N/A Phase Walk Phase Bank Don't Walk Min Initial Veh Ext _Max Limit Max 2 Yellow Red 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 1 12 - 12 - 121 7 - 7 - 7 1 1 1 - 1 140 40 40 0 40 40 4 2 7- 0 0 0 1 0- 0 0 1 0- 0 0 1 0 0- 0 1 0 0 0 0 0- 0 0 0 8 SBT 7 7 - 7 1 10 - 10 101 7 - 7 - 7 1 4 -2.5 - 2.5135 - 35 35 160 40 - 40 4 2 Page 1 of 2 1-�F ip NATI[' F et,�n �e�ew i,�ieates �e,m t a ���aon mw� yuvemenn untltt Miam lan grnu City of Miaml mis psmitagY,kalionw�iMuled bra `/i ig In acwrdame viiM h ry�po4 tr a Th.c onuatN yili��®�fky,e<amnen�t�PZ-18-2(b3 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 3885: NW 14 Av&NW 20 St Current TOD Schedule Plan Cvcle 1 EBL 2 WBT 3 - Green Time 4 5 NBT WBL 6 EBT 7 - 8 SBT Ring Offset Offset 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 _a 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 ---5---- SuM T W ThF S No Calendar Defined/Enabled Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Page 2of2 Settings * Day of Week ---5---- SuM T W ThF S -------- M T W ThF -------- Su S ---5---- SuM T W ThF S Local TOD Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 2 19 3 20 4 8 12 13 22 Free Free ° C. = PITi ,u,,—e, are= �M1on permitapgiw0onw'll '9 m wrbe schetluled bra In wrtlarrz vnM timelineaseffwlM1 In the Ciryoi k TM1eapptirabletlecision-malting hotly will reNew appticaeon n wep�br. M1eabng --n—antlrentlerei�ga or a oral tleo uon. PZ -63 01/2&/19 S • h W Th F Su S MTWThF Su S MTWThF MTWThF MTWThF MTWThF Su S Su S MTWThF * 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 4696: NW 13 Av&NW 20 St Asset Intersection 4696 NW 13 Av&NW 20 St TOD Schedule Op Mode Plan # DOW -3 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 Ar4ivP PhacP Rank- Phaca Rank 1 cy–c—le Offset Se 0 0 N/A Phase Walk Phase Bank Don't Walk Min Initial Veh Ext _Max Limit Max 2 Yellow Red 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 1 10 - 10 101 16 - 16 - 161 1 1 - 1 140 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 Page 1 of 2 1-�F ip NATI[' F et,�n �e�ew i,�ieates �e,m t a ���aon mw� yuvemenn untltt Miam lan grnu City of Miaml mis psmitagY,kalionw�iMuled bra `/i ig In acwrdame viiM h ry�po4 tr a Th.c onuatN yili��®�fky,e<amnen�t�PZ-18-2(b3 01/22/19 Last In Service Date: unknown Permitted Phases 12345678 Default -2-456-8 External Permit 0 -------- External Permit 1 -------- External Permit 2 -------- Evaluating unlicensed DynamicPDF feature. 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[31:45:d17] TOD Schedule Report Print Date: for 4696: NW 13 Av&NW 20 St Current TOD Schedule Plan CvcIe 1 - 2 WBT 3 - Green Time 4 5 NBT WBL 6 EBT 7 - 8 SBT Ring Offset Offset 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 Local TOD S inti Time 0000 0000 Fred 0600 2 0600 19 0730 3 0900 20 0930 4 1300 8 1530 12 1900 13 1900 22 2300 Free 2300 Free Current Time of Day Function Local Time of Day Function Time Function Settings * Day of Week Time Function Settings * Day of Week 0000 TOD OUTPUTS -------- SuM T W ThF S 0000 TOD OUTPUTS -------- SuM T W ThF S No Calendar Defined/Enabled Page 2of2 PZ-�63 kiwhF ia,1s S hF Su S MTWThF Su S MTWThF MTWThF MTWThF MTWThF Su S Su S MTWThF * 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 Evaluating unlicensed DynamicPDF feature. 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[31:45:d17] TOD Schedule Report Print Date: for 2401: NW 12 Av&NW 20 St Asset Intersection 2401 NW 12 Av&NW 20 St TOD Schedule Op Mode Plan # DOW -3 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 1 1 *MM t Ar4ivP PhacP Rank- Phaca Rank 1 cy–c—le Offset Se 0 0 N/A Phase Walk Phase Bank Don't Walk Min Initial Veh Ext _Max Limit Max 2 Yellow Red 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 15 - 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 1 18 - 18 181 7 - 7 - 7 1 1 1 - 1 1 50 - 35 35 0 70 - 70 4 2 7 WBL 0 0 0 1 0- 0 0 1 5- 5 5 1 2 2- 2 1 15 - 6 6 115 15 - 15 4 2 8 EBT 7 7 - 7 1 30 - 30 301 7 - 7 - 7 1 1 1 - 1 160 - 25 25 170 70 - 70 4 2.6 Page 1 of 2 P Tip NIATI[' F 1 ofsun rerewirmicates perm�tappu�anon �� .1,—nn-Mi lan qr the City of Miami thisp hitapgkahonw�ieG.1. bra ig In acwrdame vjii�Mtl ry�po4 tt Ciryof a Th.c h-- yili��®�fkY l{lNa a� j amm n.� - PZ-18-2�3 x 0 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 Evaluating unlicensed DynamicPDF feature. 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[31:45:d17] TOD Schedule Report Print Date: for 2401: NW 12 Av&NW 20 St Current TOD Schedule Plan Cvcle 1 NBL 2 SBT 3 EBL Green Time 4 5 WBT SBL 6 NBT 7 WBL 8 EBT Ring Offset Offset 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 _a 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 -------- M T W ThF ---5---- SuM T W ThF S No Calendar Defined/Enabled Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Page 2of2 Settings * Day of Week ---5---- SuM T W ThF S -------- MTWThF -------- Su S ---5---- SuM T W ThF S Local TOD Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 2 19 3 20 4 8 12 13 22 Free Free nt,�nr�ewi tlieate= a '�dnn ,u,,—e, N, perrnitaPpin w'll need wrbe scheduled bra iq In wrdarrz vnM timelinea seffwlM1 In the Ciryot k TM1eapptirabletlecision-maMing hotly will reNew appticanon n Ne public hearing and rentkreiNe a re<ol,menaa,'lon or acral deo uon. PZ -63 01/2,/19 S • h W Th F Su S MTWThF Su S MTWThF MTWThF MTWThF MTWThF Su S Su S MTWThF * 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 2400: Bob Hope Rd&NW 20 St Asset Intersection 2400 Bob Hope Rd&NW 20 St TOD Schedule Op Mode Plan # DOW -3 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 *MM 1* t Ar4ivP PhacP Rank- Phaca Rank 1 cy–c—le Offset Se 0 0 N/A Phase Walk Phase Bank Don't Walk Min Initial Veh Ext _Max Limit Max 2 Yellow Red 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 1 10 - 10 101 7- 7- 7 1 1 1- 1 128 28 - 28 0 0- 0 4 2 7 NBL 0 0 0 1 0- 0 0 1 5- 5 5 1 2 2- 2 1 6 6 6 115 15 - 15 4 2 8 SBT 7 7 - 7 1 10 - 10 101 7 - 7 - 7 12.5 -2.5 - 2.51 18 - 18 18 145 45 - 45 4 2 Page 1 of 2 P Tip NIATI[' F 1 ofsun �erewi�micates pe�m�tappu�anon �� .1,—nts untltt Mi lan qr the City of Miami this psmitagY,kalionwiMuled ig In acwrdame vj/ii��Mtl ry��ppo�4a tyyM City of appbcaoonun—Un 7,M= 'dY lima aP j ,e<amme��t� - PZ -18-2W x o 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 -------- Evaluating unlicensed DynamicPDF feature. 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[31:45:d17] TOD Schedule Report Print Date: for 2400: Bob Hope Rd&NW 20 St Current TOD Schedule Plan Cvcle 1 EBL 2 WBT 3 SBL Green Time 4 5 NBT WBL 6 EBT 7 NBL 8 SBT Ring Offset Offset 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__a 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 -------- M T W ThF ---5---- SuM T W ThF S No Calendar Defined/Enabled Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 TOD OUTPUTS 0800 TOD OUTPUTS 2200 TOD OUTPUTS Page 2of2 Settings * Day of Week ---5---- SuM T W ThF S -------- MTWThF -------- Su S ---5---- SuM T W ThF S Local TOD Time 0000 0000 0600 0600 0730 0900 0930 1300 1530 1900 1900 2300 2300 2 19 3 20 4 8 12 13 22 Free Free nt,�nr�ewi tlieate= a '�dnn ,u,,—e, N, perrnitaPpin w'll need wrbe scheduled bra iq In wrdarrz vnM timelinea seffwlM1 In the Ciryot k TM1eapptirabletlecision-maMing hotly will reNew appticanon n Ne public hearing and rentkreiNe a re<ol,menaa,'lon or acral deo uon. PZ -63 01/2,/19 S • h W Th F Su S MTWThF Su S MTWThF MTWThF MTWThF MTWThF Su S Su S MTWThF * 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 3152: NW 12 Av&NW 16 St Asset Intersection 3152 NW 12 Av&NW 16 St TOD Schedule Op Mode Plan # DOW -3 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 NIA 4<mm t ArfivP PhacP Rank- Phaca Rank 1 cy–c—le Offset Se 0 0 N/A Phase Walk Phase Bank Don't Walk Min Initial Veh Ext Green Time 4 5 WBT SBL _Max Limit 7 - Max 2 Ring Offset Yellow Red 160 12 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 0 _ 0 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 1 0 16 161 18 - 7- 7 1 1 1- 1 140 40 40 0 40 - 40 4 2 7- 0 0 0 1 0 0 0 1 0- 0 0 1 0 0- 0 1 0 0 0 0 0- 0 0 0 8 EBT 0 7 - 7 1 0 26 261 7 - 7 - 7 12.5 -2.5 - 2.5126 - 30 30 136 40 - 40 4 3 Current TOD Schedule Plan Cvcle 1 NBL 2 SBT 3 XPD Green Time 4 5 WBT SBL 6 NBT 7 - 8 EBT Ring Offset Offset 4 160 12 71 0 58 12 71 0 5_8_ 0 0 5 150 _ 12 51 0 68 12 51 0 68 0 _ 0 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 Page 1 of 2 P Tip NI[ATI[' F 1 pfsun rerewirmicates perm�tappu�anon �� .1,-- — Mi lan qr the City of M-1 N, pmnitapp4cm-w�xG.1. bra ig In acwrdame vjii�Mtl tt Ciryof a Th.b onuat mepy4&S®�&me aaP 1 re<ppmep�tr - PZ-18-2�3 x 0 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 -------- 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 3152: NW 12 Av&NW 16 St 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 No Calendar Defined/Enabled Local Time of Day Function Time Function 0000 TOD OUTPUTS 0630 TOD OUTPUTS 0700 TOD OUTPUTS 1800 TOD OUTPUTS 1930 TOD OUTPUTS Page 2of2 Settings * Day of Week -7----2- SuM T W ThF S -------- M T W ThF -------- Su S -7----2- Su S -7----2- M T W ThF k—9In acmrdarre—tlmN—utf In tM CHd rn ei wig eaywBlank444 - Pft21e!/S�nkBlank - • ax 2 1 - Phase Ban 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 2377: NW 12 Av&NW 14 St Asset Intersection 2377 NW 12 Av&NW 14 St TOD Schedule Op Mode Plan # DOW -3 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 1 1 *MM t ArfivP PhacP Rank- Phaca Rank 1 cy–c—le Offset Se 0 0 N/A Phase Walk Phase Bank Don't Walk Min Initial Veh Ext Green Time 4 5 WBT SBL _Max Limit 7 WBL Max 2 Ring Offset Yellow Red 160 16 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 0 _ 0 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 1 16 - 16 161 7 - 7 - 7 1 1 1 - 1 126 26 26 0 50 - 50 4 3 7 WBL 0 0 0 1 0- 0 0 1 5- 5 5 1 2 2- 2 1 7- 7- 7 128 28 - 28 4 3 8 EBT 7 7 - 7 1 28 - 28 281 7 - 7 - 7 12.5 -2.5 - 2.5126 - 26 26 150 50 - 50 4 3 Current TOD Schedule Plan Cvcle 1 NBL 2 SBT 3 EBL Green Time 4 5 WBT SBL 6 NBT 7 WBL 8 EBT Ring Offset Offset 4 160 16 55 13 48 16 55 23 3_8_ 0 20 5 150 _ 16 52 11 43 18 50 22 32 0 _ 0 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 Page 1 of 2 P Tip NIATI[' F 1 ofsun �erewi�micates pe�m�tappu�anon �� .1,—nts untltt Mi lan qr the City of m— fhlsp tagY,kalionwViMubdbla ig In acwrdame vj/ii��Mtl ry��ppo�4a tyyM City of appbcaoonun—Un 7,M= 'dY lima aP j ,e<amme��t� - PZ -18-2(b3 X0 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 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] TOD Schedule Report Print Date: for 2377: NW 12 Av&NW 14 St Current Time of Day Function Time Function 0000 TOD OUTPUTS 1500 VEH MAX RECALL 1800 VEH MAX RECALL Settings * Day of Week -------- SuM T W ThF S 8---4--- M T W ThF -------- M T W ThF No Calendar Defined/Enabled Local Time of Day Function Time Function 0000 TOD OUTPUTS 1500 VEH MAX RECALL 1800 VEH MAX RECALL Page 2of2 Settings * Day of Week -------- Su M T W ThF S 8---4--- M T W ThF -------- M T `v'V ThF k—9In acmrdarre—tlmN—utf In tM CHd rn ei wig eaywBlank444 - Pft21e!/S�nkBlank - • ax 2 1 - Phase Ban 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 Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Peak Season Conversion Factor =luating unlicensed DyonicPDF feature. Click here for doils. [31:45:4&A 2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH WEEK DATES SF MOCF: 0.96 PSCF 1 01/01/2017 - 01/07/2017 1.07 1.11 2 01/08/2017 - 01/14/2017 1.04 1.08 3 01/15/2017 - 01/21/2017 1.01 1.05 4 01/22/2017 - 01/28/2017 1.00 1.04 5 01/29/2017 - 02/04/2017 0.99 1.03 6 02/05/2017 - 02/11/2017 0.98 1.02 7 02/12/2017 - 02/18/2017 0.97 1.01 * 8 02/19/2017 - 02/25/2017 0.97 1.01 * 9 02/26/2017 - 03/04/2017 0.96 1.00 *10 03/05/2017 - 03/11/2017 0.95 0.99 *11 03/12/2017 - 03/18/2017 0.95 0.99 *12 03/19/2017 - 03/25/2017 0.95 0.99 *13 03/26/2017 - 04/01/2017 0.96 1.00 *14 04/02/2017 - 04/08/2017 0.96 1.00 *15 04/09/2017 - 04/15/2017 0.97 1.01 *16 04/16/2017 - 04/22/2017 0.97 1.13 *17 04/23/2017 - 04/29/2017 0.97 1.01 *18 04/30/2017 - 05/06/2017 0.97 1.01 *19 05/07/2017 - 05/13/2017 0.97 1.01 *20 05/14/2017 - 05/20/2017 0.97 1.01 21 05/21/2017 - 05/27/2017 0.98 1.02 22 05/28/2017 - 06/03/2017 0.98 1.02 G`3 25 VV/ 11/GV1 / - 06/18/2017 - VV/ 1 //GV1 / 06/24/2017 V. 7.J 1.00 1. VJ 1.04 26 06/25/2017 - 07/01/2017 1.00 1.04 27 07/02/2017 - 07/08/2017 1.01 1.05 28 07/09/2017 - 07/15/2017 1.01 1.05 29 07/16/2017 - 07/22/2017 1.01 1.05 30 07/23/2017 - 07/29/2017 1.01 1.05 31 07/30/2017 - 08/05/2017 1.00 1.04 32 08/06/2017 - 08/12/2017 \1.00 1.04 33 08/13/2017 - 08/19/2017 1.00 1.04 34 08/20/2017 - 08/26/2017 1.04 1.08 35 08/27/2017 - 09/02/2017 1.07 1.11 36 09/03/2017 - 09/09/2017 1.11 1.16 37 09/10/2017 - 09/16/2017 1.14 1.19 38 09/17/2017 - 09/23/2017 1.12 1.17 39 09/24/2017 - 09/30/2017 1.10 1.15 40 10/01/2017 - 10/07/2017 1.08 1.13 41 10/08/2017 - 10/14/2017 1.06 1.10 42 10/15/2017 - 10/21/2017 1.04 1.08 43 10/22/2017 - 10/28/2017 1.05 1.09 44 10/29/2017 - 11/04/2017 1.06 1.10 45 11/05/2017 - 11/11/2017 1.07 1.11 46 11/12/2017 - 11/18/2017 1.07 1.11 47 11/19/2017 - 11/25/2017 1.07 1.11 48 11/26/2017 - 12/02/2017 1.07 1.1.1 49 12/03/2017 - 12/09/2017 1.07 1.11 50 12/10/2017 - 12/16/2017 1.07 1.11 51 12/17/2017 - 12/23/2017 1.05 1.09 52 12/24/2017 - 12/30/2017 1.03 1.07 53 12/31/2017 - 12/31/2017 1.01 1.05 * PEAK SEASON 02 -MAR -2018 15:35:06 830UPD NOTICE Cwjp mno wffhrewilai pelmitappLonmmeets mrrnvn requimnems uika Miam 21 a nolo! me City d Miaml Cotle.oHy Tlvs Pglnit apdiwfi o,, uAe VJ ' Pw M m naccordarce Him emetines ut form in me ciyd Miami Cotle. Th. apptit' bre tleekbn-malting bodyw2lreWM� me perint apgiration M me puEtic Maung arq !stl v eXhs a \reconmenEa18 8 - a firul Emsgn� PZ --263 01/22/19 6 8700 PKSEASON.TXT Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewlrgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy Tlvspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix D Miami -Dade Transit Data Evaluating unlicensed Route -Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIOD AQSTOP ASTOP A NOTICE 12 12 12 1 NORTHBOUND 605 AM Peak 7167 46aw�o eanpemna:mrceonm� y��mnenrua�aio��ayaMami 12 12 12 1 NORTHBOUND 630 AM Peak 7167 46nean�9 eoae.onv Ty: pemrtxad�cmanwinreed w be wKauea ro<a �a=�,dae,m�me,.�uodm�mecya 12 12 12 1 NORTHBOUND 700 AM Peak 7167 46 1 Miacone.meapo.b-,--gbodywayre aan�,ia�9o,. 12 12 12 1 NORTHBOUND 730 AM Peak 7167 46 12. PZ48�-263 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 o 12 12 12 1 NORTHBOUND 1530 PM Peak 7167 46 4.0 10.00 12 12 12 1 NORTHBOUND 1600 PM Peak 7167 46 12.8 32.0% 12 12 12 1 NORTHBOUND 1630 PM Peak 7167 46 14.8 37.0% 12 12 12 1 NORTHBOUND 1700 PM Peak 7167 46 15.1 37.8% 12 12 12 1 NORTHBOUND 1730 PM Peak 7167 46 14.7 36.7% 12 12 12 0 SOUTHBOUND 615 AM Peak 7131 46 12.3 30.80 12 12 12 0 SOUTHBOUND 635 AM Peak 7131 46 13.4 33.50 12 12 12 0 SOUTHBOUND 655 AM Peak 7131 46 19.2 47.90 12 12 12 0 SOUTHBOUND 725 AM Peak 7131 46 22.4 56.0% 12 12 12 0 SOUTHBOUND 755 AM Peak 7131 46 5.8 14.5% 12 12 12 O--- -SOUTHBOUND 825 AM Peak 7131 46 28.8 72.0% 12 12 12 0 SOUTHBOUND 855 AM Peak 7131 46 20.3 50.7% 12 12 12 0 SOUTHBOUND 1525 PM Peak 7131 46 13.4 33.6% 12 12 12 0 SOUTHBOUND 1555 PM Peak 7131 46 15.6 39.0% 12 12 12 0 SOUTHBOUND 1625 PM Peak 7131 46 11.8 29.6% 12 12 12 0 SOUTHBOUND 1655 PM Peak 7131 46 2.0 5.0% 12 12 12 0 SOUTHBOUND 1725 PM Peak 7131 46 10.9 27.2% 12 12 12 0 SOUTHBOUN 1755 PM Peak 7131 96 11.9 29.7% 21 21 21 1 NORTHBOUND 605 AM Peak 7167 26 1.5 3.7% 21 21 21 1 635 AM Peak 7167 26 1.9 9.70 21 21 21 `NORTHBOUND OUN 705 AM Peak 7167 26 11.8 29.40 21 21 21 OUND 735 AM Peak 7167 26 17.5 43.90 21 21 21 OUND 805 AM Peak 7167 26 2.3 5.70 21 21 21 OUND 835 AM Peak 7167 26 2.4 6.10 21 21 1 LN OUND 1505 PM Peak 7167 26 30.3 75.70 21 21 21 OUND 1535 PM Peak 7167 26 13.3 33.1% 21 21 21 OUND 1605 PM Peak 7167 26 14.4 36.1% 21 21 21BOUND 1635 PM Peak 7167 26 6.2 15.5% 21 21 21 1 NORTHBOUND 1705 PM Peak 7167 26 4.1 10.3% 21 21 21 1 NORTHBOUND 1735 PM Peak 7167 26 17.3 43.2% 21 21 21 0 SOUTHBOUND 613 AM Peak 7131 46 11.9 29.8% 21 21 21 0 SOUTHBOUND 638 AM Peak 7131 46 22.4 55.9% 21 21'1\ 21 0 SOUTHBOUND 705 AM Peak 7131 46 2.8 7.1% 21 21 21 0 SOUTHBOUND 735 AM Peak 7131 46 3.0 7.5% 21 21 21 0 SOUTHBOUND 805 AM Peak 7131 46 18.5 46.3% 21 21 ' 21 0 SOUTHBOUND 837 AM Peak H7131 46 22.9 57.3% 21 21 21 0 SOUTHBOUND 1506 PM Peak 7131 46 20.0 50.0% 21 21 21 0 SOUTHBOUND 1536 PM Peak 7131 46 5.1 12.7% 21 21 21 0 SOUTHBOUND 1606 PM Peak 7131 46 4.2 10.5% 21 21 21 0 SOUTHBOUND 1636 PM Peak 7131 46 17.5 43.8% 21 21 21 0 SOUTHBOUND 1707 PM Peak 7131 46 10.7 26.6% 21 21 21 0 SOUTHBOUND 1740 PM Peak 7131 46 3.3 8.4% 32 32 32 1 NORTHBOUND 615 AM Peak 7133 16 25.8 64.5% 32 32 32 1 NORTHBOUND 639 AM Peak 7133 16 7.1 17.6% 32 32 32 1 NORTHBOUND 703 AM Peak 7133 16 16.1 40.3% 32 32 32 1 NORTHBOUND 727 AM Peak 7133 16 30.3 75.8% 32 32 32 1 NORTHBOUND 751 AM Peak 7133 16 2.4 6.1% 32 32 32 1 NORTHBOUND 815 AM Peak 7133 16 21.0 52.5% 32 32 32 1 NORTHBOUND 839 AM Peak 7133 16 13.4 33.6% 32 32 32 1 NORTHBOUND 1519 PM Peak 7133 16 9.2 22.9% 32 32 32 1 NORTHBOUND 1543 PM Peak 7133 16 5.6 14.0% 32 32 32 1 NORTHBOUND 1607 PM Peak 7133 16 16.0 40.0% Evaluating unlicensed Route -Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIOD AQSTOP ASTOP A NOTICE 32 32 32 1 NORTHBOUND 1631 PM Peak 7133 16 =C-fty mee� mm requircmeiuppl Miltszianatorme eiyaMiaml 32 32 32 1 NORTHBOUND 1655 PM Peak 7133 16 1 eoae, nu: pemrtapgicafimvnureed wbe wKauea raa peuo M1eaM1n9 n a=co,dpge meli-gbdy me ciya 32 32 32 1 NORTHBOUND 1719 PM Peak 7133 16 MiamiCotle. TM1e appti= ble --gbtlyow2lreWM firul Eeosan. 32 32 32 1 NORTHBOUND 1743 PM Peak 7133 16 20. PZ4 &263 32 32 32 0 SOUTHBOUND 612 AM Peak 7166 127 1.8 0144119 32 32 32 0 SOUTHBOUND 632 AM Peak 7166 127 17.9 • 32 32 32 0 SOUTHBOUND 649 AM Peak 7166 127 11.9 o 32 32 32 0 SOUTHBOUND 713 AM Peak 7166 127 19.0 47.60 32 32 32 0 SOUTHBOUND 737 AM Peak 7166 127 1.7 4.10 32 32 32 0 SOUTHBOUND 803 AM Peak 7166 127 9.3 23.30 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 26.60 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 32SOUTHBOUND 1710 PM Peak 71666 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 99 .8 1.90 95 95 5 1 NORTHBOUND 618 AM Peak 7167 95 1.7 9.3% 95 95 95 1 NORTHBOUND 698 AM Peak 7166 99 1.7 9.2% 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 52.30 95 95 95 1 NORTHBOUND 1530 PM Peak 7167 45 21.0 52.40 95 95 \ 95 1 NORTHBOUND 1540 / PM Peak 7166 44 11.4 28.40 95 95 $5 1 NORTHBOUND 1540 PM Peak 7167 45 11.0 27.6% 95 95 951 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 44.7% 95 95 95 1 NORTHBOUND 1640 PM Peak 7167 45 18.0 45.1% 95 95 95 1 NORTHBOUND 1655 PM Peak H7166 44 18.8 46.9% 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 49.0% 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 47.1% 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 30.6% 95 95 95 0 SOUTHBOUND 653 AM Peak 6645 110 20.9 52.4% 95 95 95 0 SOUTHBOUND 658 AM Peak 6645 110 10.0 25.1% 95 95 95 0 SOUTHBOUND 700 AM Peak 6645 110 24.0 60.0% Evaluating unlicensed Route -Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME 95 95 95 0 SOUTHBOUND 703 95 95 95 0 SOUTHBOUND 708 95 95 95 0 SOUTHBOUND 713 95 95 95 0 SOUTHBOUND 718 95 95 95 0 SOUTHBOUND 720 95 95 95 0 SOUTHBOUND 723 95 95 95 0 SOUTHBOUND 728 95 95 95 0 SOUTHBOUND 730 95 95 95 0 SOUTHBOUND 733 95 95 95 0 SOUTHBOUND 738 95 95 95 0 SOUTHBOUND 743 95 95 95 0 SOUTHBOUND 758 95 95 95 0 SOUTHBOUND 803 95 95 95 0 SOUTHBOUND 808 95 95 95 0 SOUTHBOUND 813 95 95 95 0 SOUTHBOUND I 821 95 95 95 0 SOUTHBOUND 828 95 95 95SOUTHBOUND 6645 110 838 95 95 95 0 SOUTHBOUND 858 113 113 113 1 EASTBOUND 620 113 113 3 1 EASTBOUND 655 113 113 113 1 EASTBOUND 795 113 113 113 1 EASTBOUND 830 113 113 113 1 EASTBOUND 1590 113 113 113 1 EASTBOUN 1630 113 113 113 1 EASTBOUND 1715 113 113 113 0 WESTBOUND 626 113 113 113 0 WESTBOUND 702 113 113 113 0 W TBOUND 743 113 113 113 0 WESTBOUND 825 113 113 113 0 WESTBOUND 1546 113 113 113 0 WESTBOUND 1629 113 113 113 0 WESTBOUND 1714 Dylylam#cc�u� TIME_PERIOD AQSTOP ASTOP A NOTICE AM Peak 6645 110 eanpenyaararcs� rpp��e:ce,m�raawpnymaa� m�� requircmen(r WderMirin zr a na�or me ay a Mama AM Peak 6645 110 1 eoae,«+v :pemrtapq�cmanwinreed w ea h,, u me rya pe4creanne l�Q:ewlu�m�me:.�rronnm tyd AM Peak 6645 110 1 Th -p miam� cone. me apptiye-z-mawoy b1di wai rewev aan�aia�9y,. AM Peak 6645 110 9. PZ48263 AM Peak 6645 110 14.4 4�l$2/19 AM Peak 6645 110 14.0 • AM Peak 6645 110 16.9 o AM Peak 6645 110 12.4 30.90 AM Peak 6645 110 12.5 31.10 AM Peak 6645 110 12.0 29.90 AM Peak 6645 110 13.0 32.60 AM Peak 6645 110 23.8 59.50 AM Peak 6645 110 8.2 20.60 AM Peak 6645 110 16.8 42.10 AM Peak 6645 110 11.5 28.7% AM Peak 6645 110 13.9 34.7% AM Peak 6645 110 13.7 34.2% AM Peak 6645 110 12.6 31.4% AM Peak 6645 110 17.2 43.0% AM Peak 7166 9 4.1 10.2% AM Peak 7166 9 4.9 12.2% AM Peak 7166 9 12.5 31.3% AM Peak 7166 9 7.5 18.8% PM Peak 7166 9 8.4 21.0% PM Peak 7166 9 8.9 22.2% PM Peak 7166 9 4.7 11.6% AM Peak 7133 68 10.0 25.0% AM Peak 7133 68 12.1 30.4% AM Peak 7133 68 14.9 37.20 AM Peak 7133 68 11.2 28.0o PM Peak 7133 68 8.1 20.2% PMPeak 7133 68 8.2 20.50 PM Peak 7133 68 7.8 19.5% Dylylam#cc�u� Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Metrorail Ridership AM Peak Hour Ridership 15 -Minute Counts Calculated Peak Hour Station In Out Directional Ridership In Out Directional R Overtown Metrorail (Southbound) 248 992 Overtown Metrorail (Northbound) 260 1040 PM Peak Hour Ridership 15 -Minute Counts Calculated Peak Hour Station In Out Directional Ridership In Out Directional Ridership Headway Overtown Metrorail (Southbound) 620 2480 4 min, 30 sec Overtown Metrorail (Northbound) 280 1120 4 min, 28 sec K:\FTL_TPTO\043157001- Miami Produce\Data\Transit\[Ridership for Metrorail and Metromover.xlsx)Ridership NOTICE PZ -18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Metrorail Station NORTHSIDE SHOPPING CENTER I 1 i NW 79 St () Q co Z W Q N cvNW 71 St z NW 71 St a> Q 0') a> T— Z Z Z METRORAIL Santa Clara Metrorail Station Civic Center Metrorail Station NW 67 St NOTICE canpemnorsnrcrenewllacates pelmitapgiotlonmeets .,. requilcmems—Miam21anal,!Necityd Miami Cotle,oHy Tlvspmnitapgiwfi,nvAlneed to be uite VMxa pMii ManngnaccordarcewiNtlmelines gb,d in tleCity,f MiamiCotle.TM1eapptit' bletlptkbn-malting botlyw2l� Mie permit apgiration M Mie puEtic Maung arq !stl v eXhs a \recomnenEa18 8 - a firul Ems,n� PZ --263 01/22/19 �NW62St > �NW36St a� Q a Z CV CV 0 Y o T AT, Q J a Z Z 4 - NW 33 St a) Q CV T S Z unI Allapattah Metrorail Fr RI Station Pie co ---- Je0 c's T X NORTH ss��s� MAP NOT TO SCALE 07n2 9� Vizcaya Mercy Metrorail Hospital Station COCONUT GROVE Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade county ) Miami -Dade County Transportation and Public Works Routes Schedule miarnW&.G011"['' W METROBUS (haps /Avww. instag2m. com/gomiamMa1 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Northbound&rt=12&rtName=12 1/2 12 (Northbound) WEEKDAY MERCY HOSPITAL VIZCAYA METRORAIL STATION SW 12 AV & 1 ST NW 12 AV 815 ST ALLAPATTAH METRORAIL STATION MW 71 ST & 12 AV NW 79 ST & 27 AV NORTHSIDE METRORAIL STATION 05:41AM 05:53AM 06:03AM 06:11 AM 06:18AM 06:32AM 06:40AM 06:44AM 06:05AM 06:16AM 06:26AM 06:34AM n6:41AM 06:55AM 07:05AM 07:09AM 06:30AM 06:41 AM 06:51AM 06:59AM 07:06AM 07:23AM 07:33AM 07:37AM 07:OOAM 07:12AM 07:25AM 07:34AM 07:41AM 07:58AM 08:08AM 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 34A 11:38AM 11:00AM 11:12AM 11:23AM 11 :32AM 11:39AM 11:55AM 12:04PM 12:08PM 11:30AM 11 42A 11:53AM 12:02PM 12:09PM 12:25PM 12:34PM 12:38PM 12:OOPM 12 12P 12 23P 12 32P 12 39P 12 55P 01 04P 01 08P 12 30P 12 42P 12 53P 01:02PM 01:09PM 01 25P 01 34P 01 38P 01:OOPM 01 12P 01 23P 01 32P 01:39PM 01 55P 02 05P 02 09P 01:30PM 01 42P 01:53PM 02:02PM 02:09PM 02:26PM 02:36PM 02 40P 02:OOPM 02 12P 02:23PM 02:32PM 02:39PM 02:56PM 03:06PM 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 04:31 PM 04:41 PM 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:OOPM 06:1 OPM 06:14PM 06:30PM 05:43PM 05:55PM 06:05PM 06:11 PM 06:27PM 06:37PM 06:41PM 06:OOPM 06:13PM 06:24PM 06:32PM 06:38PM 06:64PM 07:04PM 07:08PM 06:30PM 06:43PM 06:54PM 07:02PM 07:08PM 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 -0'a ip, history_.go(_7J J. Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Northbound&rt=12&rtName=12 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade county NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora MbIK leannq n accordarce Him emetines set form in me City a Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a8- afirul Eeoson� PZ -18-263 01/22/19 http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Northbound&rt=12&rtName=12 2/2 Evaluating unlicensed DynamicPDF featu :45,.d17] -Dade county ) Miami -Dade County Transportation and Public Works Routes Schedule miarnW&.G011"['' W METROBUS (haps /hvww. instag2m. com/gomiamMa1 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Southbound&rt=12&rtName=12 1/2 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 0.5:34AM 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 07:06AM 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 08:08AM 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 09:41 AM 09:53AM 10:05AM 09:25AM 09:29AM 09:38AM 09:52AM 09:59AM 10:09AM 10:21AM 10:33AM 09:55AM 09 59A 10:08AM 10:22AM 10:29AM 10:39AM 10:51AM 11:03AM 10:25AM 10:29AM 10:38AM 10:52AM 10:59AM 11:09AM 11 21A 11:33AM 10 55A 10 59A 11 08A 11 22A 11 29A 11 39A 11 51A 12 03P 11 25A 11 30A 11 39A 11 53A 12:OOPM 12:10PM 12 22P 12 34P 11 55A 12:OOPM 12 09P 12 23P 12:30PM 12 40P 12 52P 01 04P 12 25P 12:30PM 12:39PM 12 53P 01 90P 01:10PM 01 22P 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 02:11 PM 02:24PM 02:36PM 01:55PM 02:OOPM 02:10PM 02:25PM 02:32PM 02 43P 02:56PM 03:08PM 02:25PM 02:30PM 02:40PM 02:55PM 03:02PM 03 13P 03:26PM 03:38PM 02:55PM 03:OOPM 03:11PM 03:26PM 03:33PM 03:44PM 03:57PM 04:09PM 03:25PM 03:30PM 03:41 PM 03:56PM 04:03PM 04:14PM 04:27PM 04:39PM 03:55PM 04:OOPM 04:11PM 04:27PM 04:34PM 04:45PM 04:58PM 05:10PM 04:25PM 04:30PM 04:41 PM 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 06A1PM 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 07:08PM 07:19PM 07:31 PM 07:OOPM 07:04PM 07:14PM 07:27PM 07:34PM 07:43PEA 07:54PM 08:06PM 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 09:12PAA 09:19PM 09:29PM 09:35PM 09:38PM 09:46PM 0956PM 10:01PM 10:08PM 10:15PM 10:25PM 10:45PM 10:48PM 10:56PM 11:06PM 11:11PM 11 18P 11:25PM 11:35PM 11 45P 11:48PM 11:56PM 12:05AM 12:1 DAM 12:17AM 12:24AM 12:34AM Back to previous page-UaasonpLhistofyg2(-.W_ Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Southbound&rt=12&rtName=12 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade county NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora MbIK leannq n accordarce Him emetines set form in me City a Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a8- afirul Eeoson� PZ -18-263 01/22/19 http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Southbound&rt=12&rtName=12 2/2 Evaluv g un` e�n♦se n rnicPDF feature. Click here for details. [31:45:d17] VA u NW 79 St N r z NW 71 Northside Metrorail W Station Q Santa Clara Q > Metrorail 0 Station Flagler St 1 NW 20 St = Jackson Memorial Hospital ■ 0 -06 Bascom Palmer Downtown Eyre Institute m NW 1 a :z NW 11 St NORTH MAP NOT TO SCALE 10/2014 NOTICE > >N Q Z Flagler St 1 SW 1 St yl�, Downtown Bus Terminal Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45'.d17]_Dade county ) Miami -Dade County Transportation and Public Works Routes Schedule miarnW&.G011"['' W METROBUS (haps /hvww. instag2m. com/gomiamMa1 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Northbound&rt=21 &rtName=21 1/2 21 (Northbound) WEEKDAY DOWNTOWN METROBUS TERMINAL NW 9AV & 17 ST ALLAPATTAH METRORAIL STATION NW 71 ST & 12 AV NW 79 ST 827 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 06:51 AM 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 08:05AM 08:23AM 08:30AM 08:47AM 08:57AM 09:01AM 08:35AM 08:53AM 09:90AM 09:15AM 09:24AM 09:28AM 09:05AM 09:23AM 09:30AM 09:45AM 09:54AM 09:68AM 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 11:00AM 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 16P 12:25PM 12:29PM 12 05P 12 22P 12 30P 12 46P 12 55P 12 59P 12 35P 12:52PM 01:DOPM 01 16P 01 25P 01 29P 01 05P 01 22P 01 30P 01 46P 01 55P 01 59P 01 35P 01:52PM 02:D1PM 02:1BPM 02:28PM 02 32P 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 04:06PM 03:35PM 03:53PM 04:05PM 04:24PM 04:34PM 04:38PM 04:05PM 04:23PM 04:35PM 04:54PM 05:04PM 05:06PM 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 06:05PM 06:20PM 06:27PM 06:43PM 06:53PM 06:66PM 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 08:41 PM 08:52PM 09:06PM 09:12PM 09:25PM 09:33PM 09:35PM 10:07PM 10:21 PM 10:27PM 10:40PM 10:48PM 10:50PM 11:38PM 11:50PM ii 55PM 12:08AM 12:15AM 12:17AM Back to previous page O'av_ip. history.go(_11 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Northbound&rt=21 &rtName=21 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade county NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora MbIK leannq n accordarce Him emetines set form in me City a Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a8- afirul Eeoson� PZ -18-263 01/22/19 http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Northbound&rt=21 &rtName=21 2/2 Evaluating unlicensed DynamicPDF featu :45:d17]_Dade county ) Miami -Dade County Transportation and Public Works Routes Schedule miarnW&.G011"['' 0 METROBUS (haps /hvww. instag2m. com/gomiamMa1 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Ci.LY1•r' http://www. m iamidade.gov/transiVroutes_schedule.asp?srv=WEEKDAY&d it=South bou nd&rt=21 &rtName=21 1/2 21 (Southbound) WEEKDAY NORTHSIDE METRORAIL STATION NW 79 ST&27 AV NW 12 AV&70 ST ALLAPATTAH METRORAIL STATION NW 9AV&17 ST DOWNTOWN METROBUS TERMINAL 05:26AM 05:28AM 05:35AM 05:45AM 05:52AM 06:03AM 05:52AM 05:54AM 06:01AM n6:13AM 06:21AM 06:33AM 06:1 SAM 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 08:08AM 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 09A 11 14A 11:23AM 11:37AM 11:46AM 12:03PM 11 39A 11.44AM 11 53A 12 07P 12 16P 12 33P 12 09P 12 14P 12 23P 12 37P 12 46P 01 03P 12 39P 12 44P 12 53P 01 07P 01:16PM 01 33P 01 09P 01 14P 01:23PM 01 37P 01:46PM 02 03P 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 03:06PM 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 04:41 PM 04:52PM 05:08PM 05:17PM 05:33PM 05:08PM 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 07:06PM 07:16PM 07:29PM 07:37PM 07:52PM 08:03PM 08:06PM 08:16PM 08:28PM 08:36PM 08:50PM 09:18PM 09:21 PM 09:29PM 09:39PM 09:46PM 10:OOPM 10:55PM 10:58PM 11:06PM 11:15PM 11:22PM 11:35PM Back to previous page gav 'pi: history_.go(_1J ). Page Last Edited: Mon Jan 30, 2017 2:39:07 PM Ci.LY1•r' http://www. m iamidade.gov/transiVroutes_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 cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora MbIK leannq n accordarce Him emetines set form in me City a Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a8- afirul Eeoson� PZ -18-263 01/22/19 http://www. m iamidade.gov/transiVroutes_schedule.asp?srv=WEEKDAY&d it=South bou nd&rt=21 &rtName=21 2/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] co > NW 206 Terr Q coNNW Landmark 203 Terr Learning ■NW 201 St Center zC\j NW 171 St Q a) St.Thomas NW 167 St > University i Florida I M Memorial ■ z College N NW 151 St a, ?- Opa-locka Q d Blvd Opa-locka 'Ile Tri -Dail Station MAP NOT TO SCALE 1212015 MDC North �Y Campus > Q rved c\j ys and `'o , s only z NW 113 St 1 NW 110 St rr c� w Northside Metrorail Station Southbound bus does not enter station Santa Clara T o1 NOTICE ,n Tyi�ka,escermita��,ty fM mr yuirementsuMer Miam21 . this Ciryof Miami wb1i,o, q pertnitapplica�bnwillneetl to be schetluledbra WOIic M1eanng In- rtlanctimelinea utfwlM1 In tM1e Ciryof Miam i Co tle. TM1e apptirable tlecison-malting hotly wi II renew tl�e pertnii Ne r, lwmingantl rentlereiNaa —n—or a oral tleosion. APZ -18-263 01/22119 m Q CV LU Z INE19St u �► NE 17 Terr �, p L cz M NE 14 St z Evaluating unlicensed DynamicPDF feature C:lirk hares fnr riatailc w:45,d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miarnW&.Govt Page Last Edited: Mon Jan 30, 2017 2:39:07 PM W METROBUS (haps /hvww. instag2m. com/gomiamMaM OPA4-OCKA TRI -RAIL NW 171 ST & NW 47 AV & 168 NW 47 AV & NW 47 AV & STATION 32 (Northbound) WEEKDAY OMNI TERMINAL / ARSHT NW 12 AV & NW 32 AV & NW 32 AV & NORTHSIDE METRORAIL NW 32 AV & MIAMI DADE COLLEGE METROMOVER 16 ST 34 ST 36 ST STATION 103 ST NORTH CAMPUS 05:27AM 05:39AM 05:50AM 05:51AM 06:01AM 06:07AM 06:12AM 05:57AM 06:12AM 06:25AM 06:26AM 06:36AM 06:42AM 06:47AM 06:27AM 06:42AM 06:55AM 06:56AM 07:06AM 07:12AM 07:17AM 06:57AM 07:13AM 07:27AM 07:28AM 07:38AM 07:44AM 07:49AM 07:27AM 07:43AM 07:57AM 07:68AM 08:08AMM 08:14AM 06:19AM 07:57AM 08:13AM 08:27AM 08:28AM 08:38AM 08:44AM 08:49AM 08:27AM 08:43AM 08:57AM 08:58AM 09:08AM 09:14AM 09:19AM 08 57A 09:13AM 09:28AM 09:29AM 09:39AM 09:45AM 09:50AM 09:27AM 09:43AM 09:58AM 09:59AM 10:09AM 10:15AM 10:20AM 09:47AM 10:03AM 10:18AM 10:19AM 10:29AM 10:35AM 10:40AM 10:15AM 10:31AM 10:46AM 10:47AM 10:57AM 11:03AM 11:08AM 10 47A 11 :03AM 11 18A 11 19A 11 29A 11 35A 11 40A 1119AM 11 :35AM 11 50A 1151AM -12:01 PM 12:07PM 1212PM 11:51 AM 12 07P 12 22P 12 23P 12 33P 12 39P 12 44P 12 23P 1239PM 1254PM 1255PM 01 05P 01 11P 0116PM 12:55PM 01:11PM O1:26PM 01:27PM 01:37PM 01:43PM 01:48PM 0127PM 0143PM 0158PM 01:59PM 02:11PM 02 18P 02 23P 01:59PM 02:17PM 02:33PM 02:34PM 02:46PM 02:53PM 02:58PM 02:31 PM 02:49PM 03:05PM 03:06PM 03:18PM 03:25PM 0330PM 03:01PM 03:19PM 03:35PM 03:36PM 03:48PM 03:55PM 04:OOPM 03:31 PM 03:49PM 04:05PM 04:06PM 04:18PM 04:25PM 04:30PM 04:01PM 04:19PM 04:35PM 04:36PM 04:48PM 04:55PM 05:OOPM 04:31 PM 04:49PM 05:05PM 05:06PM 05:18PM 05:25PM 05:30PM 05:01PM 05:19PM 05:35PM 05:36PM 05:48PM 05:55PM 06:OOPM 05:31 PM 05:49PM 06:05PM 06:06PM 06:18PM 06:25PM 06:30PM 06:01PM 06:19PM 06:35PM 06:36PM 06:48PM 06:55PM 07:OOPM 06:31 PM 06:49PM 07:05PM 07:06PM 07:17PM 07:23PM 07:28PM 07:01PM 07:16PM 07:28PM 07:29PM 07:40PM 07:46PM 07:51 PM 07:31 PM 07:46PM 07:58PM 07:59PM 08:10PM 08:16PM 08:21 PM 08:07PM 08:22PM 08:34PM 08:35PM 08:46PM 08 52P 0&57PM 09:07PM 09:21 PM 09:32PM 09:33PM 09:42PM 09 47P 09:52PM 10:07PM Back to prey_page (pU—cn tp histoMao/-11 10:21 PM ) 10:32PM 10:33PM 10:42PIVI 10 47P 10:52PM Page Last Edited: Mon Jan 30, 2017 2:39:07 PM W METROBUS (haps /hvww. instag2m. com/gomiamMaM OPA4-OCKA TRI -RAIL NW 171 ST & NW 47 AV & 168 NW 47 AV & NW 47 AV & STATION 32 AV TERR 183 ST 199 ST 06:24AM 06:33AM 06:44AM 06:47AM 06:57AM 06:59AM 07:08AM 07:20AM 07:23AM 07:33AM 07:30AM 07:39AM 07:51 AM 07:54AM 08:04AM 08:02AM 08:11 AM 08:23AM 08:26AM 08:36AM 08:32AM 08:41AM 08:53AM 08:66AM 09:06AM 09:02AM 09:11 AM 09:23AM 09:26AM 09:36AM 09:32AM 09:41AM 09:53AM 09:56AM 10:06AM 10:03AM 10:12AM 10 24A 10:27AM 10:37AM 10:33AM 10:42AM 10:54AM 10:57AM 11:07AM 10:53AM 11:02AM 11:14AM 11:17AM 11:27AM 11:21AM 11:30AM 11:42AM 11:45AM 11:55AM 11:53AM 12 02P 12 14P 12 17P 12 27P 12 25P 12 34P 12 46P 12 49P 12 59P 12 57P 01 06p 01:18PM 01 21P 01 31P 01 29P 01 38P 01:50PM 01 53P 02 03P 02:01PM 02:11 PM 02:23PM 02:27PM 02:37PM 02 36P 02 46P 02 58P 03 02P 03 12P 03:11 PM 03:21PM 03:33PM 03:37PM 03:47PM 03:43PM 03:53PM 04:05PM 04:09PM 04:19PM 04:13PM 04:23PM 04:35PM 04:39PM 04:49PM 04:43PM 04:53PM 05:05PM 05:09PM 05:19PM 05:13PM 05:23PM 05:35PM 05:39PM 05:49PM 05:43PM 05:53PM 06:05PM 06:09PM 06:19PM 06:13PM 06:23PM 06:35PM 06:39PM 06:49PM 06:43PM 06:53PM 07:05PM 07:08PM 07:17PM 07:11 PM 07:20PM 07:30PM 07:33PM 07:42PM 07:39PM 07:48PM 07:58PM 08:01PM 08:10PM 08:02PM 08:11 PM 08:21 PM 08:24PM 08:33PM 08:32PM 08:41 PM 08:51PM 08:54PM 09:03PM 09:08PM 09:16PM 09:26PM 09:29PM 09:37PM 10:02PM 10:10PM 1n:20PM 10:23PM 10:31PM 11:02PM 11:10PM 11:20PM 11:23PM 11:31PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Northbound&rt=32&rtName=32 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade county NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora MbIK leannq n accordarce Him emetines set form in me City a Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a8- afirul Eeoson� PZ -18-263 01/22/19 http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Northbound&rt=32&rtName=32 2/2 Evaluating unlicensed DynamicPDF featu :45,.d17] -Dade county ) Miami-Dade County Transportation and Public Works Routes Schedule miarnW&.Gc)vt W METROBUS (haps /hvww. instag2m. com/gomiamMa1 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Southbound&rt=32&rtName=32 1/2 32 (Southbound) WEEKDAY NW 47 AV& NW 47 AV&NW 168 NW 171 ST&NW OPA-LOCKA TRI4R.41L MIAMI DADE COLLEGE NORTH NW32AV& NW32AV&79 NW32AV&36 NW32AV&34 NW12AV&16 OMNI TERMINAL/ARSHT 199 ST TERR 32 AV STATION CAMPUS 103 ST 57 ST ST ST METROMOVER 04:48AM 04:55AM 05:04AM 05:12AM 06:23AM 05:27AM 06:33AM 05:41 AM 05:42AM 05:54AM 06:05AM 05:10AM 05:17AM 05:26AM 05:34AM 05:45AM 05:49AM 05:55AM 06:04AM 06:05AM 06:18AM 06:29AM 05:38AM 05:45AM 05:54AM 06:02AM 06:13AM 06:18AM 06:25AM 06:34AM 06:35AM 06:48AM 06:59AM 06:OOAM 06:07AM 06:1&AM 06:26AM 06:37AM 06:42AM 06:49AM 06:58AM 06:59AM 07:15AM 07:29AM 06:24AM O6:31AM 06:42AM 06:50AM 07:04AM 07:09AM 07:17Aivi 07:28AM 07:29AM 07:45AM 07:59AM 06:51 AM O6:58AM 07:11AM 07:20AM 07:34AM 07:39AM 07:47AM 07:58AM 07:59AM 08:15AM 08:29AM 07:19AM 07:28AM 07:41AM 07:50AM 08:04AM 08:09AM 08:17AM 08:28AM 08:29AM 08:45AM 08:59AM 07:49AM 07:58AM 08:11AM 08:20AM 08:34AM 08:39AM 08:47AM 08:58AM 08:59AM 09:15AM 09:29AM 08:21 AM 08:30AM 08:43AM 08:52AM 09:06AM 09:11AM 09:18AM 09:28AM 09:29AM 09:45AM 09:59AM 08:51 AM 09:OOAM 09:14AM 09:23AM 09:36AM 09:41AM 09:48AM 09:58AM 09:59AM 10:15AM 10:29AM 09:22AM 09:30AM 09:44AM 09:53AM 10:06AM 10:11AM 10:18AM 10:28AM 10:29AM 10:45AM 10:59AM 09 54A 10 02A 10 16A 10 25A 10 38A 10 43A 10 50A 11:OOAM 11 01A 11 17A 11 31A 10 26A 10 34A 10 48A 10 57A 11 10A 11 :15AM 11 22A 11 32A 11 33A 11 49A 12 03P 10 58A 11 06A 11 20A 11 29A 11 42A 11 :47AM 11 54A 12 04P 12 05P 12:21 PM 12 35P 11 30A 11 38A 11 52A 12:01 PM 12 14P 12 19P 12 26P 12 36P 12 37P 12 53P 01 07P 12:02PM 12:10PM 12:24PM 12:33PM 12:46PM 12:51 PM 12:58PM 01:08PM 01:09PM 01:25PM 01:39PM 12 33P 12:41 PM 12 55P 01 04P 01 17P 01 22P 01 29P 01 39P 01 40P 01 56P 02: 11PM 01:04PM 01:12PM 01:26PM 01:35PM 01:48PM 01:53PM 02:130PM 02:11PM 02:12PM 02:28PM 02:43PM 01:36PM 01:44PM 01:58PM 02:07PM 02:20PM 02:25PM 02:32PM 02:43PM 02:44PM 03:OOPM 03:15PM 02:08PM 02:16PM 02:30PM 02:39PM 02:52PM 02:57PM 03:04PM 03:15PM 03:16PM 03:32PM 03:47PM 02:40PM 02:48PM 03:02PM 03:11 PM 03:24PM 03:29PM 03:36PM 03:47PM 03:48PM 04:04PM 04:19PM 03:11PM 03:19PM 03:33PM 03:42PM 03:55PM 04:OOPM 04:07PM 04:18PM 04:19PM 04:34PM 04:49PM 03:39PM 03:47PM 04:03PM 04:12PM 04:25PM 04:30PM 04:37PM 04:48PM 04:49PM 05:04PM 05:19PM 04:08PM 04:17PM 04:33PM 04A2PM 04:55PM 05:OOPM 05:07PM 05:18PM 05:19PM 05:34PM 05:49PM 04:38PM 04:47PM 05:03PM 05:12PM 05:25PM 05:30PM 05:37PM 05:48PM 05:49PM 06:04PM 06:19PM 05:08PM 05:17PM 05:33PM 05:42PM 05:55PM 06:OOPM 06:07PM 06:1 BPM 06:19PM 06:34PM 06:49PM 05:41PM 05:50PM 06:06PM 06:15PM 06:28PM 06:33PM 06:40PM 06:51 PM 06:52PM 07:07PM 07:19PM 06:19PM 06:28PM 06:44PM 06:53PM 07:06PM 07:11 PM 07:16PM 07:24PM 07:25PM 07:37PM 07:49PM 07:04PM 07:12PM 07:24PM 07:32PM 07:44PM 07:49PM 07:54PM 08:02PM 08:03PM 08:15PM 08:27PM 07:34PM 07:42PM 07:54PM 08:02PM 08:14PM 08:19PM 08:24PM 08 32P 08:33PM 08:45PM 08:57PM 08:38PM 08:46PM 08:58PM 09:06PM 09:17PM 09:21 PM 09:26PM 09:33PM 09:34PM 09:46PM 09:57PM 09:41 PM Back to prey_page 09:48PM (pavaccn f�iv.co(j) 09:58PM ) 10:06PM 10:17PM 10:21 PM 10:26PM 10 33P 10:34PM 10:46PM 10:57PM Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Southbound&rt=32&rtName=32 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17]_Dade county NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora MbIK leannq n accordarce Him emetines set form in me City a Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a8- afirul Eeoson� PZ -18-263 01/22/19 http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Southbound&rt=32&rtName=32 2/2 Evaluatin unlicensed DynamicPDF feature. Clic-Wre for details. [31:45:d17] .0e 95 EXPRESS GOLDEN GLADES MIAMI GARDENS DR / NW 73 AVE© ,Q PARK & RIDE NW 186 St / 183 St / ai a aD M. Gardens Dr `� r Tr�4EATST 175 St SR -826 41 St GOLDEN GLADES [p:]U PARK & RIDE WEST LOT EXPRESS LANES ,, EARLINGTON HEIGHTS STA. ;, k, SR -112 EIII 25 St NW 36 St a� a� Q Q (see detail above) ti ti �• rn co NORTH to 06/2016 NOTICE orsorcrenewtracares permit,ppG uma M�amuanaiorme �: oem¢ aaadicacm vnu ria w be u Ives Miami Q Gardens Dr N THE BUS TERMINAL AT AVENTURA MALL � S� BANK N ■ nPENNEY NORDSTROM �. NW8St U. r ■ OVERTOWN STA. 5 St ■ ■ ■ W.D. FERG. STATION GVT �1 CTR U > Q CIVIC ■ ■ ■ ■ CENTER 22_ St 21 St 1 A. M. TQ DNTWN ■ ■ ■ r P.M. t 20 St MAKES SANTA ALL LOCAL CLARA > STOPS S. Q OF 22 ST z N �'9S T 17 St V.A. DOWNTOWN HOSP. JACKSON > HOSP. Q IZT 16 St civic CENTER >T z 14 St --o-, ' FAM]-� - NW 12 St 41 St GOLDEN GLADES [p:]U PARK & RIDE WEST LOT EXPRESS LANES ,, EARLINGTON HEIGHTS STA. ;, k, SR -112 EIII 25 St NW 36 St a� a� Q Q (see detail above) ti ti �• rn co NORTH to 06/2016 NOTICE orsorcrenewtracares permit,ppG uma M�amuanaiorme �: oem¢ aaadicacm vnu ria w be u Ives Miami Q Gardens Dr N THE BUS TERMINAL AT AVENTURA MALL � S� BANK N ■ nPENNEY NORDSTROM �. NW8St U. r ■ OVERTOWN STA. 5 St ■ ■ ■ W.D. FERG. STATION GVT �1 CTR U > Q z Q DNTWN ■ ■ ■ r TERM. NW 1St C Q ® ■ CV �'9S SW/SE 1 St DOWNTOWN LIMITED STOPS Q www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS INFORMATION : INFORMACION : ENFOMASYON MIAMI.DADE 0 ©� @GoMiamiDade CEO MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH O 311 OR 305 468 5900 (TDD: 305 468 5402) QWAM Evaluating unlicensed DynamicPDF featu [31:45:d17]_Dade County ) Miami -Dade County Transportation and Public Works Routes Schedule miarnW&.G011"['' W METROBUS (haps /hvww. instag2m. com/gomiamMa1 http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dlr=Northbound&rt=95&rtName=95°/`2OExpress°/`2OGolden%20GIades 1/2 95 (Northbound) WEEKDAY 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 & 97 AV MILLER DR METRORAIL STATION 2050 NW 12 AV & 12 AV & 12 AV &1 CT & 1 AV (WEST LOT) (EAST LOT) AVENTURA MALL &186 ST - - - - - - - - 05:50AM 06:1 OAM 06:12AM - - - - - - - - 06 18A - - 06:42AM 06:44AM - - - - - - - - - - 06:33AM 06:53AM 06:55AM - - - - - - - - 0648AM - - 07:13AM 07:15AM - - - - - - - - - - 06:53AM 07:13AM 07:1 SAM - - - - - - - - - - 07:09AM 07:29AM 07:31 AM - - - - - - - - - - 07:24AM 07:44AM 07A6AM - - - - - - - - 07 33A - - 07:58AM 08:OOAM - - - - - - - - - - 07:39AM 07:59AM 08:01AM - - - - - - - - 07:44AM - - 08:09AM 08:11AM - - - - - - - - - - 07:49AM 08:09AM 08:11AM - - - - - - - - - - 07 54A 08 14A 08 16A - - - - - - - - - - 07 59A 08 19A 08:21 AM - - - - - - - - - - 08 04A 08 24A 08 26A - - - - - - - - - - 08:09AM 08 29A 08:31 AM - - - - - - - - 08:18AM - - 08:43AM 08:45AM - - - - - - - - - - 08 19A 08 39A 08.41 AM - - - - - - - - - - 08 29A 08:49AM 08:51 AM - - - - - - - - - - 08 44A 09:04AM 09:06AM - - - - - - - - - - 08:59AM 09:19AM 09:21 AM - - - - - - - - - - 09:20AM 09:40AM 09:42AM - - - - - - - - - - 09:50AM 10:10AM 10:12AM - - - - - - - - - 03:02PM 03:10PM 03 36P 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 - - - 04:31 PM 04:33PIM - - - - - - - - - 03:57PM 04:05PM 04:33PM 04:35PIM - 05:10PM - - - - 04:07PM 04:1 OPM - - - 04:41 PM 04:43PIM - - - - - - - - - 04:07PM 04:15PM 04:43PM 04:45PIM - - - - - - - - - 04:12PM 04:20PM 04:48PM 04:50PM - - - - - - 04:17PM 04:20PM - - - 04:51 PM 04:53PM 05:25PM - - - - - - - - 04:17PM 04:25PM 04:53PM 04:55PM - - - - - - - - - 04 22P 0430PM 0458PM 05:OOPM - - - - - - 04 27P 04 30P - - - 05:01 PM 05 03P - - - - - - - - - 04:27PM 04:35PM 05:03PM 05:05PM - - - - - - - - - 04 32P 04 40P 05 08P 05:19PM - - - - - - - - - 04 37P 04 45P 05 13P 05:15PM - 0550PM - - - - - - - 04 42P 04:SOPM 05 18P 05 20P - - - - - - 0442PM 04 45P - - - 05:16PM 05:18PM - - - - - - - - - 04:47PM 04:55PM 05:23PM 05:25PM - - - - - - - - - 04:52PM 05:OOPM 05:28PM 05:30PM - - - - - - 04:57PM 05:00PM - - - 05:31 PM 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 - - 05:08PM 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/transiVroutes_schedule.asp?sry=WEEKDAY&dlr=Northbound&rt=95&rtName=95°/`2OExpress°/`2OGolden%20GIades 1/2 Evaluating unlicensed ]-Dade County • - - - - - - - 05:17PM 05:25PM 05:53PM 05:55PM - • I - - - - - - - 05:22PM 05:30PM 05:58PM 06:OOPM - �<6,'�SPM \ - - - - 05:27PM 05:35PM 06:03PM 06:05PM • N OT I E - - - - 05:32PM 05:35PM - - - 06:06PM 06:08PM 06:40PIEI complex normffreMewlrNkatespermitappiotlonmee6 - - - - - - - 05:37PM 05:45PM 06:13PM 015p um repuiremerns urker Miarri211ndlortde City of Muml Code,orl7 Thlspmnitapplkmbnwillr Hto be sd NWed Ma peat teadnq In aaeordar� svm ermines set lonn'�r, me ciryo( - - - - - - - 0552P O6'OOPM 0624P 0626P Miami Cyde.Theapptir�medeei7.Q7prMlneyw�u rewei erepermitappiraeon attlx puGYt rg arrdr�AxeiNva - - - - - - - 06.07PM 0615P 0639P 06:41 PM re cmmendalion or a firai dmson PZ-18-263 - - - - 0607PM 06 1 OPM - - - 06:30PM 0632P - 01/22/19 - - - - - - - 06 22PM 0630PM 0654PM 0666P • - - - - - - - 06:52PM 07:OOPM 07:24PM 07:26PM - - - - - - - 07:22PM 07:30PM 07:54PM 07:56PM - - Back to previous page Qev_pt history 92(j).). Page Last Edited: Mon Jan 30, 2017 2:39:07 PM MIAW0.0 1 http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Northbound&rt=95&rtName=95°/`2OExpress°/`2OGolden%20GIades 2/2 Evaluating unlicensed DynamicPDF featu :45,.d17] -Dade county ) Miami-Dade County Transportation and Public Works Routes Schedule miarnW&.Govt W METROBLIS (hops /Avww. instag2m. com/gomiamMa1 95 (Southbound) WEEKDAY NW 186 ST & BUS TERMINAL AT GOLDEN GLADES P&R GOLDEN GLADES P&R NW 8 ST & SE 1ST & 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 43737 - - 05:28AM 05:30AM 05:46AM 05:50AIV - - - - - - 05:40AM - 06:08AM 06:1 OAM 06:31AM 06:33AM - - - - - - - - 05:58AM 06:OOAM 06:19AM 06:23AM - - - - - - - - 06:01AM 06:03AM - - - 05 18A - - - - - - 06:16AM 06:1 SAM - - - 06:33AM - - - - - - 06:18AM 06:20AM 06:39AM 06:43AM - - - - - - 06:22AM - 06:58AM 07:OOAM 07:26AM 07:29AM - - - - - - - 06:25AM 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 44A 0646AM - - - - 07 00A 07 11A 07 29A 07 42A - - 06 45A 0647AM 07 11A 07:16AM - - - - - - - - 06:53AM 06 55A 07 19A 07 24A - - - - - - - D6:54AM 07 21A 07 23A - - - 07:44AM - - - - 06:57AM - 07:33AM 07:35AM 08:01AM 08:04AM - - - - - - - - 07 03A 07 05A 07 29A 07 34A - - - - - - - - 07 06A 07:08AM - - - 07:28AM - - - - - - 07:08AM 07:1 OAM 07:34AM 07:39AM - - - - - - - - 07:11AM 07:13AM - - - 07:33AM - - - - - - 07:13AM 07:15AM 07:39AM 07:44AM - - - - - - - 07:14AM 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 08:01AIV - - - - - - - - 07:31AM 07:33AM - - - 07:53AM - - - - 07:32AM - 08:08AM 08:1 OAM 08:36AM 08 39A - - - - - - - - 07:35AM 07 37A 08:01AM 08:06AM - - - - - - - - 07:38AM 07 40A 08:04AM 08:09AM - - - - - - - - 07:43AM 07:45AM 08:09AM 08:14AM - - - - - - - - 07:48AM 07:50AM 08:14AM 08:19AM - - - - - - - - 07:53AM 07:55AM 08:19AM 08:24AM - - - - - - - - 07 56A 07 58A - - - 08 18A - - - - - - 07 58A 08:OOAM 08 24A 08 29A - - - - - - - - D8:03AM 08:05AM 08:29AM 08:34AM - - - - - - - - D8:13AM 08 15A 08 39A 08 44A - - - - - - - - D8:16AM 08:18AM - - - 08 38A - - - - - - 08:18AM 0820AM 08 44A 08 49A - - - - - - - - 08:28AM 08:30AM 08:54AM 08:59AM - - - - - - - - 08:38AM 08:40AM 09:04AM 09:09AM - - - - - - - - 08:58AM 09:OOAM 09:16AM 09:20AM - - - - - - - - D9:28AM 09:30AM 09:46AM 09:50AIV - - - - - - - - 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 - - - - - - - http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Southbound&rt=95&rtName=95%20Express0/`2OGolden%20Glades 1/2 Evaluating unlicensed Dy ils. [31:45A17] -Dade County 05:40PM 05:42PM 06:02PM 06:15PM 06:17PM 06:35PM Back to previous page �av pt h,,h rygo(_jj Page Last Edited. Mon Jan 30, 2017 2.39.07 PM NOTICE canpemnobararcrenewlla Miani pelmyap ncorers mrrnvn requiremems uika tenm 21 a valor1Ne Citcity a Miami Po o , pmnitapgkafian vnlliw t tbes,nheCMa PMi,teaynq lna.eordancewim timelinessec bony inmeeirya MiamiCotle.Th. apptit' bletleekbn-malting body w2lre� thepNRYtapplleation Mlye Mltlk Fealing dlq lBNf+ eltlltla \reconmenEa18 8 - a firul Emsan� PZ --263 01/22/19 http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Southbound&rt=95&rtName=95%20Express%20Golden%20Glades 2/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] •' . i ♦� NOTICE 1Park & Park & DOWNTOWN Route 95 mm 1 Ride Lot Ride LotFt. LAUDERDALE Dade/Br1M1e°°°°`"`d"`��°fntlefe1tl1g' o i o, 1 9 Broward Blvd. Broward Bouleva ' '--------------- to Civic Center ®Ft. Lauderdale AM Tri -Rail Station SERVES ALL i NW 22 St LOCAL STOPS Santa Clara ��� SOUTH OF Metrorail L0L NW 22 ST. Station C�j. Q CV Jackson •Memorial LIMITED STOP Hospital IN BROWARD COUNTY ■ BROWARD COUNTY z MIAMI-DADE COUNTY NW 16 St Civic Center 5 > Metrorail Q Station T ZRichard E. Gerstein Justice Building 1 � 112 1 NW 12 St 1 1 1 1 PP6 1 SERVES ALL Q LOCAL STOPS Santa Clara ��� NW 21 St N SOUTH OF Metrorail (and including) Station z SANTA CLARA Q METRORAIL c\j Jackson STATION Memorial z Hospital tNW 16 St NW16StQ Q MIS Civic Center MIR Metrorail " NW 14 St z Station T � (N) NW 14 St z NW 12 St MAP NOT TO SCALE 11/2015 Evaluating unlicensed DynamicPDF featu :45:dl7]_Dadecounty ) Miami -Dade County Transportation and Public Works Routes Schedule miarnW&.Gc)vt Back to previous page Qavascnpt: h�,go(9)_) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM I.. —1�• _ a W METROBUS (haps /hvww. instag2m. com/gomiamMa1 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 0749PM 08 19P 0849PM http://www. m iamidade.gov/transiVroutes_schedule.asp?sry=W E EKDAY&d ir=Northbou nd&rt=295&rtName=95°/`20Express%20Broward°/`20Blvd %20-... 1/2 295 (Northbound) WEEKDAY SANTA CLARA STA & 2050 NW 12 AV NW 16 ST & 12 AV 05:57AM n6 97AM 06:57AM 07:27AM 07:67AM 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 05P 07 09P 07 35P 07 39P 08 05P 0809PM Back to previous page Qavascnpt: h�,go(9)_) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM I.. —1�• _ a W METROBUS (haps /hvww. instag2m. com/gomiamMa1 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 0749PM 08 19P 0849PM http://www. m iamidade.gov/transiVroutes_schedule.asp?sry=W E EKDAY&d ir=Northbou nd&rt=295&rtName=95°/`20Express%20Broward°/`20Blvd %20-... 1/2 Evaluating unlicensed DynamicPDF featu :45:d17]_Dade county ) Miami -Dade County Transportation and Public Works Routes Schedule mOrrfdade.covt BROWARD BLVD PARK & RIDE 05:30AM 06:00AM 06:30AM 07:00AM 07:30AM 08:00AM 08:30AM 09:00AM 04:07PM 04:37PM 05:07PM 05:37PM 06:07PM 06 37P 07 07P Back to nrevious pa96.O�ao.WcaL i2 _gn(_1J.A Page Last Edited: Man Jan 30, 2017 2:39:07 PM W METROBUS (haps /Avww. instag2m. com/gomiamMa1 295 (Southbound) WEEKDAY SANTA CLARA STA & 2050 NW 12 AV NW 16 ST & 12 AV 06:10AM 06:40AM 07:10AM 07:40AM 08:10AM - - --- - 08:40AM 09:10AM 09:40AM 04:45PM 05:15PM 05:45PM 06 15P 06:45PM 07 15P 07 45P http://www. m iamidade.gov/transiUroutes_schedule.asp?srv=WEEKDAY&d it=South bou nd&rt=295&rtName=95%20Express%D20Broward%20BIvd%20-... 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Q _ rn N zRoute 95 MqSheridan St Dade/Bro HOLLYWOOD Sheridan Stree-_ Sheridan Streeet Tri -Rail Station to Civic Center Park & Ride Lot •LIMITED STOP IN BROWARD COUNTY �m 112 P Lbu NW 16 St Q NW 14 St T Z NW 12 St BROWARD COUNTY MIAMI-DADE COUNTY AM SERVES ALL NW 22 St LOCAL STOPS Santa Clara SOUTH OF Metrorail NW 22 ST. Station > Q N Jackson Memorial Z Hospital ■ �NW 16 St Civic Center > Metrorail Q Station Z Richard E Gerstein Justice Building ■ NW 12 St I RM , SERVES AL.L LOCAL STOPSMetrorail Santa Clara NW 21 St SOUTH OF Station (and including) SANTA CLARA Q METRORAIL N Jackson STATION Memorial Z Hospital ■ t °' > NW 16 St Q Civic Center Metrorail IhU Station z (N) NW 14 St MAP NOT TO SCALE 11/2015 Evaluating unlicensed DynamicPDF featu :45:d17]_Dade county ) Miami -Dade County Transportation and Public Works Routes Schedule (haps /hvww. instag2m. com/gomiamMa1 Page Last Edited: Man Jan 30, 2017 2:39:07 PM http://www. m iamidade.gov/transiVroutes_schedule.asp?sry=W E EKDAY&d ir=Northbou nd&rt=296&rtName=95%20Express%20Sheridan%20St°/`20-%... 1/2 METROBUS miarnW&.GOV"['' 296 (Northbound) WEEKDAY SANTA CLARA STA & 2050 NW 12 AV NW 16 ST & 12 AV SHERIDAN STREET TRI -RAIL STATION - 06:1 DAM 06:42AM - n6:4nAM 07:12AM - 07:1 DAM 07:42AM - 07:40AM 08:12AM 03:10PM 03:14PM 03:55PM 03:40PM 03:44PM 04:25PM 04:10PM 04:14PM 04:55PM 04:40PM 04:44PM 05:25PM 05:10PM 05:14PM 05:55PM 05:40PM 05:44PM 06:25PM 06:10PM 06:14PM 06:55PM 06:40PM 06 44P 07:25PM 07:10PM 07:14PM 07:55PM 0740PM 07 44P 0825PM 0810PM 08 14P 0855PM Back to nremuspa0�0�a�a�caL i2ryss(_1J.A Page Last Edited: Man Jan 30, 2017 2:39:07 PM http://www. m iamidade.gov/transiVroutes_schedule.asp?sry=W E EKDAY&d ir=Northbou nd&rt=296&rtName=95%20Express%20Sheridan%20St°/`20-%... 1/2 Evaluating unlicensed DynamicPDF featu :45,.d17] -Dade county ) Miami-Dade County Transportation and Public Works Routes Schedule miarnW&.Gc)vt SHERIDAN STREET TRI -RAIL STATION 05:20AM 05:50AM 06:20AM 06:50AM 07::20AM 07:50AM 08:20AM 08:50AM 04:24PM 04:54PM 05:24PM 05:54PM 06:24PM 06:54°M 01:24PM Back to nremuspa96.0(la�a�caL i2ryss(_1J.A Page Last Edited: Man Jan 30, 2017 2:39:07 PM W METROBUS (haps /Avww. instag2m. com/gomiamMa1 296 (Southbound) WEEKr SANTA CLARA STA & 2050 NW 12 AV NW 16 ST & 12 AV 05:57AM 06:27AM 06:57AM 07:27AM 07:57AM -- - 08:27AM 08:57AM 09:27AM 04:55PM 05:25PM 05:55PM 06:25PM 06:55PM 0725PM 0755PM http://www. m iamidade.gov/transiVroutes_schedule.asp?sry=W E EKDAY&d ir=South bou nd&rt=296&rtName=95°/a20Express%20Sheridan%20St%20-%... 1/2 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45A17] (w) M m . Q •_ N_ Q 22S NW T- a) z 20 St N > 21 St Q VA . T Hospital m ■ > Z Civic Center ■ Oo6 r f Metrorail ® Jackson Station Memorial Hospital �r 14 St <5 m Q> m Adrienne Arsht Center CD Q Metromover Station/ M Omni Metrobus O� zz Terminal k, NW 17 St MIAMI NW/NE 14 St � ■Jungle Island Miami ■ Children's Museum a4S dy NOTICE Mt. Sinai Hospital a�o Goo c CO Z? Vo i MIAMI BEACH cCO Vo 17 St Lincoln Rd Cr c SOUTH BEACH > `t Q 0 o NORTH 5 St 2 MAP NOT TO SCALE 06/2017 cz South Pointe Dr, www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS INFORMATION: INFORMACION: ENFOMASYON MIAMI.DADE 0 ®� @GoMiamiDade � MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH O 311 OR 305.468.5900 (TDD: 305 468.5402) 1® Evaluating unlicensed DynamicPDF featu :45:dl7]_Dadecounty ) Miami -Dade County Transportation and Public Works Routes Schedule miarnW&.Gc)v W METROBUS (haps /hvww. instag2m. com/gomiamMa1 Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Eastbound&rt=113&rtName=113°/`2ORoute%20M 1/2 '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 2ST LENOX AV RD MALL JAMESAV 43 ST MERIDIAN AV ALTON RD NOSPRAL 39 ST 05:42AM 05:48AM 05:58AM 06:08AM 06:13AM 06:21 AM 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 08:06AM 08:08AM 08:10AM 08:12AM 07:45AM 07:53AM 08:06AM 08:17AM 08:23AM 08:33AM 08:39ANI 08:51 AM 08:58,AM 09:OOAM 09:02AM 09:04AM 08:30AM 08:38AM 08:51AM 09:02AM 09:08AM 09:18AM 09:26ANI 09:37AM 09:44AM 09:46AM 09:48AM 09:50AM 09:15AM 09:23AM 09:37AM 09 48A 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 10:51ANI 11:03AM 11:10AM 11:12AM 11:14AM - 10:55AM 11:03AM 11:17AM 11:28AM 11:34AM 11:44AM 11:51ANI 12:03PM 12:10PM 12:12PM 12:14PM - 11:55AM 12:03PM 12:17PM 12:28PM 12:34PM 12:44PM 12:51PNI 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 02:51PNI 03:03PM 03:10PM 03:12PM 03:14PM - 02:55PM 0303PM 0317PM 03 28P 03 34P - 03 44P 03:51 PM 04 03P 04 11P 04 13P 04 15P 0417PM 0340PM 0348PM 0402PM 0414PM 04:20PM 04 30P 04 37P 04 49P 04 57P 04 59P 05:01 PM 05 03P 04 30P 04 38P 0452PM 05 04P 0510PM 0520PM 05 27P 05 39P 0547PM 0549PM 05:51 PM 0553PM 05 15P 0523PM 05 37P 05 49P 0555PM 06 05P 0612PM 06 24P 0632PM 06 34P 06 36P 06 38P 06:OOPM 06:08PM 06:22PM 06:34PM 06:40PM 06:50PM 06:57PM 07:09PM 07:16PM 07:17PM 07:19PM - 0645PM 0653PM 07 07P 0718PM 07 24P - 07 32P 07 38P 0749PM 07 56P 0757PM 07 59P 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 09:06PM 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 - Back laprevious _paa9�0;a;<.vat-6islarr.54(91A Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transiVroutes_schedule.asp?sry=WEEKDAY&dir=Eastbound&rt=113&rtName=113°/`2ORoute%20M 1/2 Evaluating unlicensed DynamicPDF featu :45:dl7]_Dadecounty ) Miami -Dade County Transportation and Public Works Routes Schedule miarnW&.Gc)vt ALTON RD & MT SINAI 41 ST & 39 ST HOSPITAL ALTON RD - 05:43AM 05:45AM 06:26AM 06:28AM 07:02AM 07:05AM 07:07AM 07:43AM 07:46AM 07:48AM 08:25AM 08:28AM 08:30AM 09:17AM 09:20AM 09:23AM 10:13AM 10:16AM 10:19AM 11:16AM 11:19AM 12:16PM 12:19PM 01:16PM 01:19PM 02:06PM 02:09PM 02 56P 02 59P 0346PM 03 49P 04 29P 04 32P 04 34P 05 14P 05 17P 05:19PM 06:06PM 06:09PM 06:11PM 07 12P 07 15P 07 17P 08:12PM 08:15PM 08:17PM 08:57PM 09:OOPM 09:02PM Back to previous page pav_pt hlstorygq(,)_J, Page Last Edited: Mon Jan 30, 2017 2:39:07 PM 41 5T & INDIAN CREEK DR & MERIDIAN AV 40 5T 05:46AM 05:50AM 06:30AM 06:34AM 07:09AM 07:14AM 07:50AM 07:55AM 08:32AM 08:38AM--- 09:25AM 09:31 AM 10:21AM 10:27AM 11:21AM 11:27AM 12:21 PM 12:27PM 01:21PM 01:27PM 02:11 PM 02:17PM 0301PM 0307PM 0351PM 0357PM 04 36P 0442PM 0521PM 0527PM 06:13PM 06:19PM 0719PM 0725PM 08:19PM 08:25PM 09:04PM 09:10PM 113 (Westbound) WEEKDAY LINCOLN RD & ALTON RD & WASHINGTON AV LINCOLN RD 05:66AM 06:01AM 08:42AM 06:47AM 07:24AM 07:29AM 08:06AM 08:11AM 08:49AM 08:54AM 09:43AM 09:49AM 10:39AM 10:45AM 11:39AM 11:45AM 12:39PM 12:45PM 01:39PM 01:45PM 02:29PM 02:35PM 0319PM 0325PM 0409PM 0415PM 04 54P 05:OOPM 0539PM 0545PM 06:31 PM 06:37PM 0736PM 0741PM 08:36PM 08:41 PM 09:21 PM 09:26PM W METROBUS ALTON RD & 5 ST & 2 ST LENOX AV 06:08AM 06:13AM 06:54AM 06:59AM 07:38AM 07:44AM 08:21AM 08:27AM 09:05AM 09:11AM 10:OOAM 10 06A 10:56AM 11:02AM 11:56AM 12:02PM 12:56PM 01:02PM 01:56PM 02:02PM 02:46PM 02:52PM 03 36P 0342PM 04 26P 04 32P D5:11PM 05 17P 0556PM 06 02P 06:48PM 06:54PM 07:5OPM 0756PM 08:50PM 08:56PM 09:35PM 09:41 PM OMNI TERMINAL I ARSHT METROMOVER 06:21 AM 07:07AM 07:52AM 08:37AM 09:21 AM 10:1 SAM 11:12AM 12:12PM 01:12PM 02:12PM 03:02PM 03 52P 04 42P 0527PM 06 12P 07:04PM 08 04P 09:04PM 09:49PM (haps /Avww. instag2m. com/gomiamMa1 NW 12 AV& NW 21 AV& 16 ST 22 ST 06:34AM 06:44AM 07:20AM 07:30AM 08:05AM 08:15AM 08:50AM 09:OOAM 09:36AM 09:45AM 10:30AM 10:40AM 11:26AM 11:36AM 12:26PM 12:36PM 01:26PM 01:36PM 02:26PM 02:36PM 03, 16PM 03:26PM 04 06P D4:16PM 04 56P 05 06P 05'.41 PM 05:51 PM 06 26P 06 36P 07 16P 07:26PM 08 16P 08 26P 09',16PM 09:26PM 10',01 PM 10:09PM http://www. m iamidade.gov/transiVroutes_schedule.asp?srv=WEEKDAY&d ir=Westbound&rL=113&rtN arae=113%20Route%20 M 1/2 iiL,Evaluatin2 unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HEALTH DISTRICT NW 14 St NW 12 St ilk Map Not to Scale 06/28/2016 Civic Center Metrorail Station i� z N D (D z S c:) D R' NW 20 St Ir NW 19 St I I� —1110. D CD N`JV 18 St Health TDistrict lz D m z NW 14 St N D CD NOTICE c«rwmnonor:rercraMawiraicares cermrcappiionorimaa� r yuiremems uiker Miarri 21aM/or Ne Ciryor Mumi Cotle,oHy Thls pertnitapplicmbnwillreM robe hetlukE Ma a .i_ iC- n accordarrevnM timelinesetin Mecityof ami Cotle.Theapptirable tlecisbn-rr q — hotly pw21 reWeH na ceme agirauon a<me uboc nearo-g:na rear aimv a \ reconmenEalionorafirul Eetlsan/ PZ -18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] STADIUM 1�= Civic Center ■�e r Metrorail Station< Marlins Park NW 1 St NW 14 St L NW 12 St z w n z D CD 1z D iv cD NW7StD CD W Flagler St �+— NW 20 St Health District NW 18 St NOTICE canpemnorsnrcrenewllacares pelm�tappuonmmeets mM requircmems— Miam 21avalorme Cityd Miaml Cotle,oHY TMspmnitapgicafian vnlliw t tbes,n a CP PMi M1eannq naccordance Himtlmelinessec form inmeciya MiamiCotle.TM1eapptit' bletlptkbn-malting botlyw2lreWM� me perint apgiration M me putlk Maung arq !stl v eXhs a \reconmenEa18 8 - a firul Eeoson� PZ --263 01/22/19 z D CD 4 Map Not to Scale 06/28/2016 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] ALLAPATTAH C/)) C/) 4 4�- D D cD m NW 21 Ter NW 20 St NOTICE C"W, norawfreMewim—, cermrcapptionmmeeis r yuirememe—Miarri 21aM/or Ne Cityd Mumi Cotle y Thls perrnitapplic v.9lreM robe hetlukE Ma P.i_C-In accordarrevnM en ii—rg— in 1 Ciryof Miami cone. ma appti�bie aecision-malurg bony wai rexei na ceme application a<me puboc nearo-g:M rear aimv a \recopmeMa8 — a ficin Eetlspn/ PZ -18-263 01/22/19 Adrienne Arsht z Metromover Station m NW 15 St ■ ■ rOni ■ NW 14 St ■ i -n v ■ v W ■ o ■ CD m ��Nb, *JO Map Not to Scale 06/21/2016 CAS Cn CCn N N ei 3 N D D D CD CD m cn ■ ■ NW 20 St � ■ m 1 t ■ ■ ■ ■ NW 14 St NOTICE C"W, norawfreMewim—, cermrcapptionmmeeis r yuirememe—Miarri 21aM/or Ne Cityd Mumi Cotle y Thls perrnitapplic v.9lreM robe hetlukE Ma P.i_C-In accordarrevnM en ii—rg— in 1 Ciryof Miami cone. ma appti�bie aecision-malurg bony wai rexei na ceme application a<me puboc nearo-g:M rear aimv a \recopmeMa8 — a ficin Eetlspn/ PZ -18-263 01/22/19 Adrienne Arsht z Metromover Station m NW 15 St ■ ■ rOni ■ NW 14 St ■ i -n v ■ v W ■ o ■ CD m ��Nb, *JO Map Not to Scale 06/21/2016 Evaluating unlicensed DynamicPDF ti ��VQQ u cam �,``��5��'Q` �P 27 O � 8 MEDLEY ti wQa� air lip� Q�� gyp♦ L 826 `Qw JESTGATE CPQ` �Q� MIAMI SPRINGS MIAMI INTERNATIONAL AIRPORT C �►��5 �`� �� C z 1 m ALLAPATTAH SANTA —NfOOD CLARA 91 CIVIC CENTER ,9s JUL HISTORIC OVERTOWN / LYRIIC THEATRE DOWN - g TOWN GOVERNMENT CENTER H AVA N SW S ST / TAMIAMI TRAIL EIRICKELL 1 I IL "WAI CORAL WAY VIZCAYA COCONUT GROVE GABLES � DOUGLAS ROAD UNIVERSITY -�) SOUTH MIAMI 82t sw ss ST / A DADELAND NORTH DADELAND SOUTH eea °F F•°�c�`� TRANSFER TO SOUTH DADE TRANSITWAY 1 PIN'c.CREST METRORAIL Orange Line/Station Q Green Line/ Station Station Serving Both Lines WStation Served by Downtown Express ( Recommended Transfer Station Station Connects with Metromover S5 Station Connects with Tri -Rail Station Connects with Airport Station Connects with Brightline 0 NORTH 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) @GOMIAMIDADE MDT TRACKER • EASY PAY MIAMI NOTICE C"W,notstaffreMewiM—,N"tappiotlonmeets requi,ememsuM Miarri21aM/Orme Cityof Miami Code yThls pemitapplicmbnwitireM robe hetlJeE fara petit bea nnq l r, aceo,da,� � m emeli� aet ram in me tiro a Miamicoae.The tlppir�bieaecision-malurg boaywurewev necemeaPpica on acme aubtic lvxlrg:M,�ee,elmga \ recommnEafiono,afirul Eetlsan/ PZ -18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewlrgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix E Existing Conditions Analysis Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy Tlvs pmnitapgicafian Hillneed to be s heauka Ma Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 A.M. Peek Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 1: NW 12th Ave & NW 28th St t Exi 4 C ndit� A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SPVjJL pZ-18-26 Lane Configurations t r t 01/22M Traffic Volume (vph) 67 125 71 8 82 47 46 629 49 1105 Future Volume (vph) 67 125 71 8 82 47 46 629 49 1105 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 4 6 2 Detector Phase 8 8 8 4 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 14.0 14.0 14.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 44.0 44.0 44.0 44.0 44.0 44.0 76.0 76.0 76.0 76.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% 63.3% 63.3% 63.3% 63.3% 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 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None None C' -Max C -Max C -Max C -Max Intersection Summary 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report � (R) 04 76s -14S t 06fR 8 76s S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 1: NW 12th Ave & NW 28th St t Exi 4 Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 t r 8 4 r 44.0 ti� 44.0 Change Period (Y+Rc), s WALLS 6.0 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 Sat Flow, 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 1,125 429 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 C B A A A B B 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 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 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] •" HCM 2010 AWSC Exist' Condit 2: NW 13th Ave & NW 22nd St A. 1. 6 a E Comple0onof slatl reiewiMicates permi[afALracon mrels m repuiremenn— M-21aMlortlae Ciry of M— Cotle,oHy Thls perrnitapgicar'Ionv— H w be scheGuledbra public Mannq In acmrtlarre v�M rymelirres sec fMb In the Ciryof Ming hotly will renew tl�e pertnil apptican nNepubtic -"N--n.-antlrentlereiNaa darwn or a oral tleosion. Intersection ��_� st_�a3 Intersection Delay, s/veh 7.8 01/22/19 Intersection LOS A • Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0% 4M 0% 28% Vol Thru, % 44% 62% 38% 72% Vol Right, % 56% 0% 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 0.3 0.3 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, % 0% 38% 0% 28% Vol Thru, % 44% 62% 38% 72% Vol Right, % 56% 0% 62% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 113 39 64 72 LT Vol 0 15 0 20 Through Vol 50 24 24 52 RT Vol 63 0 40 0 Lane Flow Rate 126 43 71 80 Geometry Grp 2 7 7 2 Degree of Util (X) 0.138 0.061 0.09 0.098 Departure Headway (Hd) 3.964 5.081 4.549 4.39 Convergence,Y/N Yes Yes Yes Yes Cap 909 696 792 820 Service Time 1.97 2.881 2.249 2.397 HCM Lane V/C Ratio 0.139 0.062 0.09 0.098 HCM Control Delay 7.6 8.2 7.7 7.9 HCM Lane LOS A A A A HCM 95th -tile Q 0.5 0.2 0.3 0.3 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exis 3: NW 12th Ave & NW 22nd St t 4 C ndit� A. 1. 6 E Comp-nofSMff rehewiMisates permit "W' - mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBT SBL SBT r%-7 .4 26 Lane Configurations t tt 01/22M 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 4 2 Detector Phase 3 3 4 4 6 2 2 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 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 02(R) _403 1 04 805 29 s 21 5 tO6 (,R 'I 80 5 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Intersection Summar 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 HCM Signalized Intersection Capacity Analysis Exist' •• Condit 3: NW 12th Ave & NW 22nd St M. E ComPleUonof SMff rexewintlicates permi[afALracon mrels epuiremenn uMer Miarr�laMlorthle Ciry of Miami Cotl off Thspennitakau�gyi511re Hw be scheGuledbra �blemu r gin rda melirres seffwrM1 In the Ciryof Miami TM1eapptirabletlecision-malting hotly will renew tle pertnil appticanonat Nen fwarinma,, ntkreiNaa Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S mmenaar'lon or a oral tleo cion. r S -1g3 Lane Configurations •# 01/22/19 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 92 997 Ideal Flow (vphpl) 1900 1900 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 0.95 1.00 0.95 Frt 1.00 0.92 0.92 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.98 1.00 0.95 1.00 Satd. Flow (prot) 1770 1712 1678 3533 1770 3539 At Permitted 0.95 1.00 0.84 1.00 0.38 1.00 Satd. Flow (perm) 1770 1712 1432 3533 708 3539 Peak -hour factor, PHF 0.90 0.90 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 1108 0 RTOR Reduction (vph) 0 37 0 0 57 0 0 0 0 0 0 0 Lane Group Flow (vph) 73 37 0 0 3 0 0 686 0 102 1108 0 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 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 Summar 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] � F 4i HCM 2010 TWSC Exist' Condit 4: NW 13th Ave & NW 21 st Terr ' A.M. 6 a E Comple0onof slatl reiewiMicates permit afAGracon - mrepuirementsuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Intersection�_� R_3 Int Delay, s/veh 2.1 01/22/19 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y Major1 Major2 4 252 102 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 Pot Cap -1 Maneuver None 953 None Storage Length 0 922 - - Stage 2 Veh in Median Storage, # 0 - 0 0 Grade, % 0 Mov Cap -1 Maneuver 729 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] � F 4i HCM 2010 TWSC Exist' Condit 5: NW 12th Ave & NW 21 st Terr ' A.M. 6 a E Comple0onof slatl reiewiMicates permit afAGracon - mrepuirementsuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Intersection�_� Int Delay, s/veh 0.1 01/22/19 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r t Conflicting Flow All tt 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 3 None None 0 None Storage Length 0 0 0 - - Veh in Median Storage, # 0 - 0 0 Platoon blocked, % 0 Grade, % 0 - 0 - 870 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 Minor1 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report � F 4i HCM 2010 TWSC Exist' �� Condit a 6: NW 13th Ave & NW 21st St ' A.M. 6 E Comple0onof slatl reiewiMicates permit afAGracon - mrepuirementsuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance vM rymelirres sec fohb In the Ciryof Ming body will renew Intersection�_� tle pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. R_�3 Int Delay, s/veh 4.3 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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 - - 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 23 27 40 9 9 19 23 76 22 12 61 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 240 237 69 259 233 87 76 0 0 98 0 0 Stage 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 NB SB__ HCM Control Delay, s 9.3 9.1 1.4 � _ 1 _ HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] (A. HCM 2010 TWSC Exisondit7: NW 12th Ave & NW 21st St M.ple0onof slatl reiewiMicates permit afAGracon - repuirementsuMerKi 21-1.r 1. Ciry of MiMadnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Intersection�__��3 Int Delay, s/veh 0.1 01/22/19 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt 553 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 3 None - None 0 None Storage Length 0 0 0 - 0 0 Veh in Median Storage, # 0 - 0 0 0 Grade, % 0 - Mov Cap -1 Maneuver 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 8- NW 20th St & NW 17th Avenue -11 --1. r .4- t t Exi 4 C ndit� A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S p7-18-26 Lane Configurations 20S t s 1 054S t t r 01/22M 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 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 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 rR) o3 04 20s 1 166S 20S 54s 05 X06 [R) 07 T 08 20S 66 s i20 s 1 054S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 8: NW 20th St & NW 17th Avenue t Exi 4 Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 t r 11.5 94.2 19.0 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 Sat Flow, 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 °/vile 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 B B 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 9: NW 14th AVe & NW 20th St -11 � r .4- t Exi 4 C ndit� A.M. 6 E Comple0onof slatl rehewiMicates I=rmi[appLracon rtireb mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Codec . Tnls pemitapgica�bnwillre H w be sh,h-ed bra M M1eanng In rtlance vnM timelirea uffwlM1 In iM1e Ciryof Miam Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public Maririg and rentlereiNaa recol,menaat'lon or acral tleosion. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT r%-7 .4 26 Lane Configurations t 62s t t r 01/22M 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 4 4 8 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 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 01 1 02'R o4 Zis 1775 62s o 5 6 fR) ■ 08 21s 1 077S 62s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 9: NW 14th AVe & NW 20th St t Exi 4 Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 4 5 t 8 Phs Duration (G+Y+Rc), s t r 44.2 15.9 99.9 Traffic Volume (veh/h) 55 834 216 201 550 28 87 95 162 21 245 48 Future Volume (veh/h) 55 834 216 201 550 28 87 95 162 21 245 48 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 1900 1863 1900 Adj Flow Rate, veh/h 59 887 230 214 585 30 93 101 172 22 261 51 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 0 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 565 1634 423 389 2116 '108 164 444 378 41 340 64 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 0.24 Sat Flow, veh/h 1774 2784 721 1774 3426 '175 1063 1863 1583 71 1425 270 Grp Volume(v), veh/h 59 564 553 214 302 313 93 101 172 334 0 0 Grp Sat Flow(s),veh/h/In 1774 1770 1735 1774 1770 1832 1063 1863 1583 1766 0 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 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 0.0 Prop In Lane 1.00 0.42 1.00 0.10 1.00 1.00 0.07 0.15 Lane Grp Cap(c), veh/h 565 1039 1019 389 1093 1131 164 444 378 445 0 0 V/C Ratio(X) 0.10 0.54 0.54 0.55 0.28 0.2.8 0.57 0.23 0.46 0.75 0.00 0.00 Avail Cap(c_a), veh/h 676 1039 1019 445 1093 1131 282 652 554 639 0 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 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 0.00 0.00 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 0.0 0.0 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 0.0 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 0.0 °/vile BackOfQ(50%),veh/In 1.0 9.7 9.5 3.8 3.2 3.3 4.2 3.6 6.6 14.3 0.0 0.0 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 0.0 0.0 LnGrp LOS B B B B A A E D D E 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 10: NW 13th Ave & NW 20th St -11 --1. r .4- t t Exi 4 C ndit� A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S p7-18-26 Lane Configurations 01/22/1f 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 4 8 8 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 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 � (R) 04 110 s A50 50 o 543o rR� Is T 08 ?_44 s 086S s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 10: NW 13th Ave & NW 20th St t Exi 4 Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 tib 5 6 t Phs Duration (G+Y+Rc), s 110.0 50.0 r 99.0 50.0 Change Period (Y+Rc), s 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 G.0 1.^u 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 B B B 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 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+11), 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 18.1 HCM 2010 LOS B Notes K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 11: NW 12th Ave & NW 20th St -11 --1. r .4- t t Exi 4 C ndit� A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations 8 t t 57s tt r t 01/22/1f 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 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) 103 04 2As62s} 2-1s 575 05 106 [R) & 8 20s 1 062s pis I 57s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 11: NW 12th Ave & NW 20th St t Exi 4 Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 tt r 16.0 WALLS 17.5 Traffic Volume (veh/h) 139 696 169 144 494 75 87 411 176 102 752 134 Future Volume (veh/h) 139 696 169 144 494 75 87 411 176 102 752 134 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 146 733 178 152 520 79 92 433 185 107 792 141 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 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 Sat Flow, 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 °/vile 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 C B F C C 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 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+11), 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 43.5 HCM 2010 LOS D Notes K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exis 12: Bob Hope Dr/NW 10th Ave & NW 20th St II -11 --1. r .4- t t 4 C ndilt A.M. 6 E Comple0onof slatl rehewiMicates I=rmi[appLracon rtireb mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOIic M1eanng In rtlance vnM timHiresseffwlM1 In iM1e Ciryof Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public f wmirq aM rentkr eiNa a re<ol,menaat'lon or acral tleosion. Lane Group EBL EBT WBL WBT NBL NBT SBL SBT PZ 18-26 Lane Configurations, 07 1 T 08 21s 080S his 1 038S 01/22/1f 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 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 01 1 02 ■ 0 t04 Zis 1805 Zis 38s o5 4 fR 07 1 T 08 21s 080S his 1 038S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 12: Bob Hope Dr/NW 10th Ave & NW 20th St t Exi 4 Condit A.M. 6 E Comple ro 'slat) reiewiMicates permitappLraconfM m repuirements PpWe Miartv21a W the Ciryof Miaml Cotle. oriy Tnlspermitapgicar'wnv- Hw be sch-C bra public Mannq In acmrtlarre v�M timelirressec b d In the Ciryol Ming hotly will renew the per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendal'wn oraAiral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 8 Phs Duration (G+Y+Rc), s 13.8 90.9 13.5 Traffic Volume (veh/h) 123 518 377 85 448 47 149 166 90 70 209 67 Future Volume (veh/h) 123 518 377 85 448 47 149 166 90 70 209 67 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 1900 1863 1863 1900 Adj Flow Rate, veh/h 137 576 419 94 498 52 166 184 100 78 232 74 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 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 Percent Heavy Veh, % 2 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 79 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 0.18 Sat Flow, veh/h 1774 1957 1424 1774 3236 337 1774 1136 618 1774 1354 432 Grp Volume(v), veh/h 137 521 474 94 272 278 166 0 284 78 0 306 Grp Sat Flow(s),veh/h/In 1774 1770 1611 1774 1770 1803 1774 0 1754 1774 0 1787 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 27.0 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 27.0 Prop In Lane 1.00 0.88 1.00 0.19 1.00 0.35 1.00 0.24 Lane Grp Cap(c), veh/h 536 961 875 340 940 957 215 0 393 208 0 329 V/C Ratio(X) 0.26 0.54 0.54 0.28 0.29 0.2.9 0.77 0.00 0.72 0.37 0.00 0.93 Avail Cap(c_a), veh/h 616 961 875 442 940 957 228 0 393 292 0 357 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) 0.50 0.50 0.50 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 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 64.3 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 29.1 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 2.7 10.7 9.8 1.9 4.5 4.7 6.5 0.0 12.3 2.8 0.0 16.0 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 93.4 LnGrp LOS B B B B B B E E D F 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 13: NW 12th Ave & NW 16th St Exi 4 C ndit� A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT r%-7 .4 26 Lane Configurations t r t tt 01/22M 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% 4.8.1% 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 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 01 02 rR' 04 185 JJs 65s %k5 1 } 06 ',R) 8 18s 1 077S 065S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 13: NW 12th Ave & NW 16th St t Exi 4 Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 1� 4 5 t r Phs Duration (G+Y+Rc), s t 114.3 ) tTIMMS 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 Sat Flow, 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 0.2.7 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 D F 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 14: NW 12th Ave & NW 14th St -11 � r .4- t Exi 4 C ndit� A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT r%-7 .4 26 Lane Configurations 1 -11�08 tt Wo5 t tt r tt 01/22M 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 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 O2'R'f 111 03 i 04 ?_?s 1 06?_ S ?_0S 1 E55s 05 1 I O6 fR'f 007 1 -11�08 23S 1 E62S Wo5 1 E45S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 14: NW 12th Ave & NW 14th St t Exi 4 Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tt 3 4 t 6 7 tt r ) tTvArA 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 39.6 1.00 1.00 1.00 1.00 HCM 2010 LOS 1.00 1.00 D 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 Sat Flow, 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy Tlvs pmnitapgicafian Hillneed to be s heauka Ma Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 P.M. Peek Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 1: NW 12th Ave & NW 28th St t Exi 4 C ndilt P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL S p7-18-26 Lane Configurations t r t01/22/1f Traffic Volume (vph) 60 105 54 7 153 96 99 1231 46 590 Future Volume (vph) 60 105 54 7 153 96 99 1231 46 590 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 4 6 2 Detector Phase 8 8 8 4 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 14.0 14.0 14.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 44.0 44.0 44.0 44.0 44.0 44.0 76.0 76.0 76.0 76.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% 63.3% 63.3% 63.3% 63.3% 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 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None None C' -Max C -Max C -Max C -Max Intersection Summary 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report � (R) 04 76s -14S t 06fR 8 76s S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 1: NW 12th Ave & NW 28th St t Exi 4 Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 t r 8 4 r 44.0 t 44.0 Change Period (Y+Rc), s 6.0 6.0 Traffic Volume (veh/h) 60 105 54 7 153 96 99 1231 23 46 590 71 Future Volume (veh/h) 60 105 54 7 153 96 99 1231 23 46 590 71 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 63 111 57 7 161 '101 104 1296 24 48 621 75 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 0.2.2 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 B B B 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 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] •" HCM 2010 AWSC Exist' Condit 2: NW 13th Ave & NW 22nd St P"" 6 a E Compl—nof Aatl reiewiMicates permit "W'- - m repuirements uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fonb In the Ciryof Ming body will renew the pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Intersection Intersection Delay, s/veh 7.4"'% 01/22/19 Intersection LOS A • Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0% 4M 0% 6% Vol Thru, % 56% 80% 75% 94% Vol Right, % 44% 0% 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 0.1 0.1 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, % 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exis 3: NW 12th Ave & NW 22nd St t 4 C ndilt P.M. 6 E Comp-nofSMff rehewiMisates permit "W' - mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBT SBL SBT r%-7 .4 26 Lane Configurations t tt 01/22M 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 4 2 Detector Phase 3 3 4 4 6 2 2 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 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) 9 _3 04 805 1 355 X55 tO6 80S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Intersection Summar 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 HCM Signalized Intersection Capacity Analysis Exist' •• Condit 3: NW 12th Ave & NW 22nd St P.M• E ComPlerpnof SMff rexewintlicates permi[afALracon mrels epuirementsuMer Miarr�laMlor Ciry of Miami Cotl off Thspennita kau�gyi5 11re Hw be scheGuleOty f �blemu r gin rda melirres setfwrM1 In the Ciryof Miami TM1eapptirabletlecision-malting hotly will renew tle pertnil appticanon at the Oubtic Marirrg antl rentlereiNaa Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S! I,menaar'lon or a oral tleo cion. S-1g3 Lane Configurations •#L 01/22/19 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 24 555 Ideal Flow (vphpl) 1900 1900 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 0.95 1.00 0.95 Frt 1.00 0.90 0.89 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.99 1.00 0.95 1.00 Satd. Flow (prot) 1770 1673 1639 3535 1770 3539 At Permitted 0.95 1.00 0.94 1.00 0.17 1.00 Satd. Flow (perm) 1770 1673 1548 3535 310 3539 Peak -hour factor, PHF 0.90 0.90 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 27 617 0 RTOR Reduction (vph) 0 16 0 0 86 0 0 0 0 0 0 0 Lane Group Flow (vph) 44 9 0 0 24 0 0 1372 0 27 617 0 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 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 g/C 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 Summar 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 TWSC Exist' Condit 4: NW 13th Ave & NW 21 st Terr P.M. 6 a E Comple0onof slatl reiewiMicates permi[afALracon mrels m repuirementsu Mi 21-1,Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M ryrnelirres sec fohb In the Ciryof Ming body will renew the pertnil appticanon at the public lwaring and rendereiNaa recorrmendarwn or a oral deosion. Intersection�_� Int Delay, s/veh 1 01/22/19 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y Major1 Major2 4 135 26 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 Pot Cap -1 Maneuver None 1050 None Storage Length 0 997 - - Stage 2 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 TWSC Exist' Condit 5: NW 12th Ave & NW 21 st Terr P.M. 6 a E ompleannl,�nre ewi �ka,esp rmtapp �,ty fM � m repuirementsuMer—.(—` tlae Ciryof M —.I(— Cotle,oHy Thls perrnitapgicar'Iffifl— H w be scheGuledbra public Mannq In acmrtlarre v�M timelirres sec fMb In the Ciryol Ming hotly will renew tl�e pertnil appticanon at the public lwaring antl rentlereiNaa recommendarwn or a oral tleosion. Intersection�_� R_3 Int Delay, s/veh 0.2 01/22/19 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r t Conflicting Flow All tt 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 3 None None 0 None Storage Length 0 0 0 - - Veh in Median Storage, # 0 - 0 0 Platoon blocked, % 0 Grade, % 0 - 0 - 641 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 Minor1 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report HCM 2010 TWSC Exist'!Condita 6: NW 13th Ave & NW 21st St P.M. 6 E ComPleOonof slatl reiewiMicates pelmlt,p C,ty fM m repuirements uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls perrnitapgicar'Iffifl— H w be scheGuledbra public Madnq In accordance vM rymelirres sec fohb In the Ciryof Ming body will renew Intersection�_� tle pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Int Delay, s/veh 3.5 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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 - 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 12 26 10 7 9 17 77 22 6 26 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 170 173 28 181 163 88 29 0 0 99 0 0 Stage 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 � _ 1.2 _ HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 TWSC Exist' Condit 7: NW 12th Ave & NW 21st St P.M. 6 a E ComPleOonof slatl reiewiMicates pelmlt,p C,ty fM m repuirements uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls perrnitapgicar'Iffifl— H w be scheGuledbra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Intersection�_� Int Delay, s/veh 0.1 01/22/19 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r Conflicting Flow All tt tt 0 0 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 0 None 0 - - 0 None 0 None Storage Length Platoon blocked, % 0 - Mov Cap -1 Maneuver - Veh in Median Storage, # 0 - - 0 0 Stage 1 Grade, % 0 - Stage 2 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 8- NW 20th St & NW 17th Avenue -11 --1. r .4- t t Exi 4 C ndilt P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S pZ-18-26 Lane Configurations t t t r t 01/22/1f 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 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 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 01 1 02'R 03 04 his 'is18s 50IS o5 �4�o fR) 07 T 08 50S 21s 1 071S 18s1 1 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 8: NW 20th St & NW 17th Avenue t Exi 4 Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 t r 13.5 "Y%LEF 14.5 Traffic Volume (veh/h) 124 553 88 123 1022 92 104 381 89 92 297 84 Future Volume (veh/h) 124 553 88 123 1022 92 104 381 89 92 297 84 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 128 570 91 127 1054 95 107 393 92 95 306 87 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 299 1598 254 471 1714 '154 218 425 362 159 415 353 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 0.22 Sat Flow, 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 °/vile 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 B D 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 9: NW 14th AVe & NW 20th St -11 � r .4- t Exi 4 C ndilt P.M. 6 E Comple0onof slatl rehewiMicates I=rmi[appLracon rtireb mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Codec . Tnls pemitapgica�bnwillre H w be sh,h-ed bra M M1eanng In rtlance vnM timelirea uffwlM1 In iM1e Ciryof Miam Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public Maririg and rentlereiNaa recol,menaat'lon or acral tleosion. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT r%-7 .4 26 Lane Configurations t t t r 01/22M 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 4 4 8 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 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 1 1 02(R) 04 Zis 179s 60Is ;""o 5 6 fR) ■ 08 21s 1 079s 60s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 9: NW 14th AVe & NW 20th St t Exi 4 Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 4 5 t 8 Phs Duration (G+Y+Rc), s t r 60.0 12.3 87.7 Traffic Volume (veh/h) 43 574 92 93 948 25 277 348 322 14 85 46 Future Volume (veh/h) 43 574 92 93 948 25 277 348 322 14 85 46 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 1900 1863 1900 Adj Flow Rate, veh/h 45 604 97 98 998 26 292 366 339 15 89 48 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 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 308 1561 250 430 1828 48 314 629 534 51 288 145 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 0.34 Sat Flow, veh/h 1774 3056 490 1774 3524 92 1247 1863 1583 79 854 431 Grp Volume(v), veh/h 45 349 352 98 501 523 292 366 339 152 0 0 Grp Sat Flow(s),veh/h/In 1774 1770 1776 1774 1770 1847 1247 1863 1583 1364 0 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 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 0.0 Prop In Lane 1.00 0.28 1.00 0.05 1.00 1.00 0.10 0.32 Lane Grp Cap(c), veh/h 308 904 907 430 918 958 314 629 534 485 0 0 V/C Ratio(X) 0.15 0.39 0.39 0.23 0.55 0.55 0.93 0.58 0.63 0.31 0.00 0.00 Avail Cap(c_a), veh/h 419 904 907 526 918 958 314 629 534 485 0 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 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 0.00 0.00 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 0.0 0.0 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 0.0 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 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 0.0 0.0 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 0.0 0.0 LnGrp LOS B B B B B B F D D D 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 10: NW 13th Ave & NW 20th St -11 --1. r .4- t t Exi 4 C ndilt P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S p7-18-26 Lane Configurations , 01/22M 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 4 8 8 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 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 2'R ■ 04 110 s 50 o5 �4�o fR) Is T 08 21s 1 089S 11 50s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 10: NW 13th Ave & NW 20th St t Exi 4 Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 tib 5 6 t Phs Duration (G+Y+Rc), s 126.2 33.8 r 115.2 33.8 Change Period (Y+Rc), s 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 °/vile 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 11: NW 12th Ave & NW 20th St -11 --1. r .4- t t Exi 4 C ndilt P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT r%-7 .4 26 Lane Configurations 8 t t 57s tt r t 01/22M 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 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 04 21ds62s} 71s 57s 05 106 [R) f o7 8 20s 1 062s pis I 57s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 11: NW 12th Ave & NW 20th St t Exi 4 Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 tt r 20.0 WALLS 19.1 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 Sat Flow, 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 C B F C C 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Exis 12: Bob Hope Dr/NW 10th Ave & NW 20th St II -11 --1. r .4- t t 4 C ndilt P.M. jtAftE Comple0onof slatl rehewiMicates I=rmi[appLracon rtireb mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOIic M1eanng In rtlance vnM timHiresseffwlM1 In iM1e Ciryof Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public f wmirq aM rentkr eiNa a re<ol,menaat'lon or acral tleosion. Lane Group EBL EBT WBL WBT NBL NBT SBL SBT r%-7 .4 26 Lane Configurations 07 T 08 21s 1 070S , 1 048S 01/22M 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 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 02 t04 Z 1 5 1705 21 5 148S ; o5 4 fR 07 T 08 21s 1 070S 1 111111121S 1 048S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 12: Bob Hope Dr/NW 10th Ave & NW 20th St t Exi 4 Condit P.M. jtAftE Comple ro 'slat) reiewiMicates permitappLraconfM m repuirements PpWe Miartv21a W the Ciryof Miaml Cotle. oriy Tnlspermitapgicar'wnv- Hw be sch-C bra public Mannq In acmrtlarre v�M timelirressec b d In the Ciryol Ming hotly will renew the per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendal'wn oraAiral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 8 Phs Duration (G+Y+Rc), s 15.8 85.6 10.5 Traffic Volume (veh/h) 166 556 125 34 634 77 351 353 123 42 62 69 Future Volume (veh/h) 166 556 125 34 634 77 351 353 123 42 62 69 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 1900 1863 1863 1900 Adj Flow Rate, veh/h 177 591 133 36 674 82 373 376 131 45 66 73 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 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 435 1535 345 418 1582 '192 368 347 121 95 160 176 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 0.20 Sat Flow, veh/h 1774 2873 645 1774 3178 386 1774 1321 460 1774 809 895 Grp Volume(v), veh/h 177 363 361 36 375 381 373 0 507 45 0 139 Grp Sat Flow(s),veh/h/In 1774 1770 1749 1774 1770 1795 1774 0 1782 1774 0 1705 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 11.4 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 11.4 Prop In Lane 1.00 0.37 1.00 0.22 1.00 0.26 1.00 0.53 Lane Grp Cap(c), veh/h 435 945 934 418 881 893 368 0 468 95 0 336 V/C Ratio(X) 0.41 0.38 0.39 0.09 0.43 0.43 1.01 0.00 1.08 0.47 0.00 0.41 Avail Cap(c_a), veh/h 492 945 934 540 881 893 368 0 468 211 0 447 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) 0.81 0.81 0.81 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 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 0.0 56.1 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 0.0 0.6 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 3.7 6.6 6.5 0.8 8.0 8.3 14.1 0.0 29.3 1.6 0.0 5.4 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 0.0 56.8 LnGrp LOS B B B B B B F F D E 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 13: NW 12th Ave & NW 16th St Exi 4 C ndilt P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT r%-7 .4 26 Lane Configurations t r t tt 01/22M 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 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report 195 9a5 65s %k 5 t06 'R) X08 195 1 096S 0655 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 13: NW 12th Ave & NW 16th St t Exi 4 Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 1� 4 5 t r Phs Duration (G+Y+Rc), s t 135.9 ) t 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 Sat Flow, 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 66.6 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 14: NW 12th Ave & NW 14th St -11 --1. r .4- t t Exi 4 C ndilt P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations -008 tt 71s 11111111131S t 56s tt r tt 01/22/1f 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 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 01 0?_ (R) 0; 04 S 715 315 056S Y00.7 05 106 (R' -008 22s 71s 11111111131S 56s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 14: NW 12th Ave & NW 14th St t Exi 4 Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tt 3 4 t 6 7 tt r ) M 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 51.8 1.00 1.00 1.00 1.00 HCM 2010 LOS 1.00 1.00 D 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 E E E F F F C B A C C C 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Existing.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cmjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix F Growth Rete Calculations Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cmjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 FDOT Historic Growth Trends Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] FDOT Growth Rate Summary Station Location Number 1146 SR 933/SW/NW 12 Ave - 200'N NW 21 St Average K:\FTL_TPTO\043157001- Miami Produce\Calcs\Growth\Growth Rate Summary_FDOT.xlsx Historic Growth- Linear 10 -year R -squared 1.39% 12.73 1.39% 12.73% Historic Growth- Exponential 10 -year R -squared 1.13% 10.81% 1.13% 10.81 Historic Growth - 0.39 0.39 :)TICE Evaluating unlicensed DynamicPDF feature. Click here for d ] 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 X9.00 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 S,/ 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 CwrwmnonrawfreMewim-, cermrcapptionmmeers r y,'r ms esker Miarri 21,M/or Ne Cityd Momi Cotle y Th' PemitaM>',icmbn vnfir tlmbe sd tlJeE Ma C -In accordarrevnM en iin .rgf in 1 city of Miami cone. ma appir�eia aacision-malurg ooay wai reweH na ceme apgirauon a<me auooc nearo-g:M rekar aimw a \reconrmnEalion wafirul Eetlsan/ PZ -18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Traffic Trends SR 933/SW/NW 12 AV -- 200'N NW 21 ST 35000 30000 ❑ 25000 m > 20000 w L 15000 10000 L d Q 5000 1 rram 11: r Observed Count -Fitted Curve 2013 2018 2023 2028 Year Trend R -squared: 12.73% Trend Annual Historic Growth Rate: 1.39% Printed: 27 -Jun -18 2033 County: Station #: Hiqhwav: Miami (87) 1146 SR 933/SW/NW 12 AV Year Traffic (ADT/AADT) 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 PZ -18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Traffic Trends SR 933/SW/NW 12 "-- 200'N NW 21 ST 35000 30000 25000 N d v > 20000 v w L 15000 0 c, 10000 L d Q 5000 1 rram 11: r Observed Count -Fitted Curve 2013 2018 2023 Year 2028 2033 Trend R -squared: 10.81% Compounded Annual Historic Growth Rate: 1.13% Printed: 27 -Jun -18 .. •. . County: Station #: Hiqhwav: Miami (87) 1146 SR 933/SW/NW 12 AV Year Traffic (ADT/AADT) 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 PZ -18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] 30000 25000 0 N 75 a) 20000 d w 15000 L Traffic Trends SR 933/SW/NW 12 "-- 200'N NW 21 ST County: Station #: Hiqhwav: Q 5000 2008 2013 2018 2023 2028 2033 Year Trend R -squared: 1.13 Compounded Annual Historic Growth Rate: 0.39% Printed: 27 -Jun -18 mmrr• .. •. Miami (87) 1146 SR 933/SW/NW 12 AV Year Traffic (ADT/AADT) Count* Trend** 2008 24500 22400 2009 23500 22600 2010 21500 22800 2011 21500 22900 2012 21000 23000 2013 20500 23000 2014 19900 23100 2015 23500 23100 2016 26500 23200 2017 27000 23200 *Axle -Adjusted NOTICE PZ -18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 SERPM Analysis Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] SERPM Growth Rate Summary Street Name 2010 2040 Difference Annua '�.N�"_ RMp- NW 12th Ave 22,096 30,236 8,140 1.2 p 22,096 30,236 8,140 1.23% 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 1 5,399 1 1.20% Total 1 463,958 5916,445 1 132,487 1 0.95% K:\FTL_TPTO\043157001 - Miami Prod uce\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 NOTICE ` 4921 2180 " e��n�KaroaN—,per mrcn —Mia 2—/—C1jd cotle, :pmn¢aPgicMbnvnunrea robe Mumi ukaty0 8497 3091 r 046 1153 1552 1 fi glTh. wpo me vimemepne ---V —y Mlaml betlpp betl lab-wab� ne - apgKa on acme auboc Fvxlnq:nE cry� � %D C) W 164j 1026 1598 rawrrtiwMaGon wafirul Eetlsan W Z-18-263 C=) o N o C) N w N wo c 00 01122/19 16 14876 00 `n 14649 14622 15028 0 15604 13932 • N 8121 7793 N W 29 15239 h Street Ln ~O O O 13331 $0, 9699 92221 °' N 13414 N N N Lq V � Ln I--1 ko V V iO ON `O oN %D 878 2375 C V v -N o 813 1688 628 2460 00M 507 u; 0% 1170 1710 1636 702 z A N N O LnLn r V F� V o D l0 3303 w V 00iOa "' D N D < Un D < NLn (D m ( rD c 2195 rD 680 (D 1254 � 2155 C 2131 1586 1044 - - 4756 3572 2165 N °�° N V N G 01 `' OCD 00 \ `' l!1 pp �. N A O N �' f+ N 15209 14758 w 10355 8500 `n � 24052 ' "24052 21156 21484 12320 12033 10380 28607 28309 - oo NW 20th Street w 0 fyi o 0 � 3581 W ~ Ln �O SO N VN Ul %�0 N rly N w M �0so M ti 3311 _ 00 w 6466 6348 °i 5580, 4374 ko o 8718 rn �� 335 2105 1A0 6in ^ CP ol 9078 °' M r ko 0 51928 o Ln, 3 N 1j a w w w o rn 9022 �6�h 21425 131669 I)6 6I w 2 p1 00 10233 0 3AA2 2 v 00 N NLn N ti 14963 A ti 23870 0 19146 nVi 88 5 X51918 �� 14 �5�3 — 15368 22462 26281 5385 18587 � s 1918 6om I7rlol ��]�0 (Licensed to Kimley Horn and Associates Inc) evaluating unlicensed feature. Click here for details. [31:45AW]Miami Produce •' CF2040 Volumes SERPM7.071 /lsz N TICE 11377 4328 zs96 1843 cw penonor:mrc, inaKaresp ,mrcapp onmmee mm„aquo-e o m namua aiwuoayaMami 1259 , �men�ne:�rwmmm.cya .mea - ele de 11 --rg ooaYwureNev LO 0 rn N 1 6p6 982 1861 ,wKaeoPufia�ea wafirul Eetlsan. 00 � N N � PZ 8-263 0 00 -N C) � w � 19836 °' 23214 Ln 4 /22/19 21 � °D 12901 12831 19889 20427 19843 _ 24236 0 • �; NW 29t Street ul 41 W Ln LI) uj N 15659 k uV, 11767 11317 rn " N I Cl 16074 w (Ln � V N w O Ul N 0 U1 ON 0 / 'Ij °� 2032 T 1124 2346 w N 14 471 o rn M 963 1606 2132 2153 00 w 1648 1421 z 1907 879 Z F� N 00 WV w D " ' D < N (ll C D µ <rD < cn C: rD D rD 943 (D 1903 � N � (D2349 2264 1595 1400 2701 5619 3406 r 2192 wo � N t+N OV O) N 0 .p Oi 15072 134 w ^' V °i29850 0 N 41 O� 29926 00 0 26682/ 26914 22054 22157 26964 26922 N 15019 33873 2Qth Street00 34919 NNW w w _ o r N w W ao00 LO w �"� �0 N Oo ~ Un o N 0 N w w O �� Ln 6063 r w 5038 9232 ko 0 865 CP 73E \ r � 9308 0 1542 —_ 96 10332 °� 19g52 0 C) N00 r v "' Ln 56773 0 F' C) cw Ln Otis (p C) \� 1 9SS6 W N N 11054 N r /nr787 35831 2, 31 15912 58; M 11375 Un uN, cn h °� 2� 0T 2 0 A w ~� 16 c/k32 283;41 1� _ yh (23545 J 64 32865 391: 21 °19 rn o 18836 16372 22451 24558 9280 �3� . 6 LB'' 1176/ Ln 5568 r9�y „eAM .,c.13 w 0 N GMO A /b MIO C� (Licensed to Kimley Horn and Associates Inc) Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewlrgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix G Trip Generation Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] ITE TRIP GENERATION CHARACTERISTICS 150 NOTICE C"W, norawfreMewim—, cermrcapptionmmeeis r yuirememe uMer Miarri 21aM/or Ne Cityd Momi Cotle y Thi, pmnitapgicmbn WR robe hetlukE Ma proiKleanng In accordarre vsM en iinexNkMin Me Ciryof Miami cone. ma appir�bie axision-malurg bony wai rewei na ceme apgirauon a<me auboc nearo-g:M rear aimv a \reconmeMa8 — a firul Eetlsan/ PZ -18-263 01/22/19 EXISTING WEEKDAY AM PEAK HOUR TRIP GENERATION DISTRIBUTION I PROJECT TRIPS I REDUCTION I VOLUMES I CAPTURE ! VOLUMES I CAPTURE I PROJECT TRIPS PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION 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] ITE TRIP GENERATION CHARACTERISTICS Land use I eds o� I cITE ode TE I sn: 150 NOTICE C"W, norawfreMewim—, cermrcapptionmmeeis r yuirememe uMer Miarri 21aM/or Ne Cityd Momi Cotle y Thi, pmnitapgicmbn WR robe hetlukE Ma proiKleanng In accordarre vsM en iinexNkMin Me Ciryof Miami cone. ma appir�bie axision-malurg bony wai rewei na ceme apgirauon a<me auboc nearo-g:M rear aimv a \reconmeMa8 — a firul Eetlsan/ PZ -18-263 01/22/19 EXISTING WEEKDAY PM PEAK HOUR TRIP GENERATION DISTRIBUTION I PROJECT TRIPS I REDUCTION I VOLUMES I CAPTURE ! VOLUMES I CAPTURE I PROJECT TRIPS PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION 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] Internal Capture Reduction Calculations NOTICE Compleeonofs retiew iMisates permi[appLraconmrels m r yuirements urger Miartv 21arWloriM1e Ciry of Miami Cotle,oHy Thlspmnitapplicarbn WK Nwbe sc Ul. bra public fearing In wrtlarrz vnM timelines sec Wh In the City of Miam Cotle.TM1e appG—. tlecisbn-malting hotly wiII renew Methodology for A.M. Peak Hour and P.M. Peak Hour "e' "�°oa�,°en—;e�nora mlamyrientl rei"ga based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation En �rsPZ-18-263 01/22/19 Methodology for Daily • based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED) GROSS TRIP GENERATION Land Use A.M. Peak Hour Enter Exit P.M. Enter Peak Hour Exit Office 274 53 97 _ 214 Retail 89 55 160 174 zRestaurant — Cinema/Entertainment Residential 64 1 203 194 124 Hotel 49 34 56 54 476 345 507 566 INTERNAL TRIPS Land Use A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 23 15 8 17 d Retail 21 12 32 57 jRestaurant 0 0 0 0 O Cinema/Entertainment 0 0 0 0 Residential 1 1 6 49 1 25 Hotel 0 12 13 3 45 45 102 102 Total %Reduction 11.0% 19.0% Office 11.6% 8.0% dRetail 22.9% _ 26.6% Restaurant Cinema/Entertainment Q Residential 2.6%� 23.3% Hotel 14.5% 14.5% EXTERNAL TRIPS Land Use A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 251 38 89 197 d Retail 68 43 128 117 jRestaurant 0 0 0 0 O Cinema/Entertainment 0 0 0 0 Residential 63 1 197 145 99 Hotel 49 22 43 51 431 300 405 464 Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewlrgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix H Cardinal 'Trip Distriqumn ng un ere 281 MOBILITY OPTIONS of Miaml WEfora ne ciryor i reHeH Miami -Dade 2010 Directional Distribution Summary. " Origin TAZ Cardinal Directions in n0 " �K°re=�rm/,a requireme unser Miarri uana�or me ci Iiia, Q* �$ iiiiiiiiiii pgicarbnwillre Hwbe °9'° a Miamicme rhea cele °°«ate^��°` "ml��n. NNE ENE ESE SSE SSW WSW WNW63 County TAZ Regional TAZ 493 3393 TRIPS 1,376 772 455 1,048 1,082 1,257 8 1122/fPl 493 3393 PERCENT 17.8 10 0 5 9 13 6 14 0 16 3 3394 TRIPS 365 208 207 432 487 284 410 2,578 4941 3394 PERCENT 14.2 I 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 33 148 193 189 140 175 496 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 67 50 1.05 128. 193 142 152 500 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 8.3 206 101 150 347 302 300 1,769 501 3401 PERCENT 15.8 47 116 57 85 196 171 170 502 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 52 57 81 62 211 207 168 504 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 43 51 103 168 191 156 141 506 3406 TRIPS 394 103 165 249 431 463 4300 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 76 114 121 205 103 163 508 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 87 55 130 147 157 133 153 510 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 31 51 152 164 175 121 165 512 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 i TRIPS 1,173 226 495 668 805 1,510 855 995 6,727 281 MOBILITY OPTIONS of Miaml WEfora ne ciryor i reHeH ng un ere Miami -Dade 2040 Directional Distribu n S Origin TAZ Cardinal Directions" �K°re=�rm'la°°� req°ireme urker Miarri 21 ,d/,r tl ci pgicarbn W11 Hwbe "� a Miami -Thea = NNE ENE ESE SSE SSW WSW WNW a�"°°°«ate^��°` "ml. 42 County TAZ Regional TAZ 493 3393 TRIPS 1,498 1,182 779 1,287 1,303 1,423 2 1/22/9916 493 3393 PERCENT 15.8 125 82 136 138 150 • 3394 TRIPS 509 269 292 456 527 527 426 429 3,435 4941 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 76 87 146 151 164 121 105 496 3396 TRIPS 220 138 125 163 294 301 133 161 1,535 496 3396 PERCENT 14.3 9.0 8.1 1.0.6 19.2 19.6 8.7 10.5 497 3397 TRIPS 94 176 112 190 95 111 61 29 868 497 3397 PERCENT 10.8 203 129 219 109 128 70 33 498 3398 TRIPS 307 160 202 153 370 1 307 298 317 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'- 68 96 1.19 115 172 141 143 500 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 35.2 686 688 682 3,900 501 3401 PERCENT 15.4 72 67 89 90 176 176 1751 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 67 35 63 83 194 145 177 504 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 82 89 124 137 18 1 141 12 7 506 3406 TRIPS 862 237 361 637 687 1,0005 7900 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 65 95 125 119 170 13 8 138 508 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 84 99 92 176 162 115 1441 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 47 66 156 152 191 125 129 512 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 F 2,077 449 947 1,982 2,168 3,211 2,213 2,289 15,336 1041 MOBILITY OPTIONS of Miaml WEfora r�ciryor i remeH Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Cardinal Distribution for TAZ 494 Cardinal Trip Distribution Cardinal Direction Percentage of TO 2022 2010 2040 Interpolated 2022 Rounded North -Northeast 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%]16.21 16% _ West -Southwest 18.9% 15.3% 117.5% 18% West -Northwest 11.0% 12.4% 111.6% 12% North -Northwest 15.9% 12.5% 14.5% 1 15% Total 100% 100% 100=/.100% 0:\JMcW\Miami Prod uce\Calcs\Distribution\Cardinal Distrbution.xls NOTICE Canjle W,Irenew trgkates palmit appL meets requiremems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgiwfianvnu need 'I. h IV fora p W tic leadnq n accordarce Him emetines set form in me City of Miami Code. TM1eapptit' ble deekbn-ma Nbodyw2lreWM� me permit apgiration M me puEtic Mating arq !stl v eXhs a �srecmmendalion a a firul dedson Z-18-263 01/22/19 Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix Volume Development Worksheets Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems u,ka Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements 1.4% .,=d•`�e Cotle,o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 121 69 Nform 1 MiamiCode.TM1eapptit' bletleekbn-malting botlyw2lreWM� me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 28th Street and SR 9331NW 12th Avenue `e<«,.nen1°ae°"«aemlaeo9on COUNT DATE: June 5, 2018 PZ- 1 8-263 AM PEAK HOUR FACTOR: 0.91 01/22/19 PM PEAK HOUR FACTOR: 0.95 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 1.4% 65 121 69 1111. 1111.1111.1111. � 1111.1111.1111. 8 80 46 7 45 611 19 2 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 1.030 106 1111.1111.1111.1111.1111.1111.1111.1111. 1,357 TOTALr �000�o0 650 1 78 1 �000�000 AM TOTAL TRAFFIC 74 136 78 9 90 AM EXISTING CONDITIONS 51 67 125 71 FRT 8 82 47 WRR NRII 46 629 20 RRII SRI 49 1,105 63 "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 1.030 •4 =I sub Ii.11�000� 1 00�000�000 PM EXISTING CONDITIONS 60 105 1 54 7 153 96 99 1,231 23 46 590 71 "A MR A r`Kf_PA11Mn TRA FFIf"' CRIT GRI FRT FRR WRII WRI WRT W'RR MPII NRI MPT NRR CRII CRI CRT CRR Years To Buildout 1111111111111111_IIIIIIIIIIIIII1111111111111111111111111111111111111111111111111111111111111 7 7 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111_IIIIIIIIIIIIII1 7 7 7 7 7 1111.1111.1111.1111.1111.1111.1111. 7 7 7 7 1111.1111.1111. 1111.1111.1111. Yearly Growth Rate 1.4% 1111.1111.1111.1111■1111.1111.1111. 1.4% 1.4% 1.4% 1111.1111.1111. 1111.1111.1111. 1.4% 1.4% 1.4% 1.4% 1.4% 1111.1111.1111.1111.1111. 1111.1111111111.1111.1111.1111.1111. 1.4% 1.4% 1.4% 1.4% 1111. 1111.1111.1111. � 1111.1111.1111. 1.4% 7 1111.1111.1111.1111.1111.1111.1111. 7 1 1111.1111._ 64 2 5 1 113 6 AM NON -PROJECT TRAFFIC _1111.1111.1111. 136 78 1111.1111.1111.1111.1111.1111.1111. 693 22 1111.1111.1111.1111.1111.1111. 69 5 1111.1111.1111.1111.1111.1111.1111. 7 PM NON -PROJECT TRAFFIC 1111.1111.1111.1111.1111.1111.1111.1111. 116 60 1111.1111.1111.1111.1111.1111.1111. 169 106 1111.1111.1111.1111.1111.1111.1111.1111. 1,357 TOTALr �000�o0 650 1 78 1 �000�000 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% AM BACKGROUND TRAFFIC GROWTH 1.4% 7 13 7 1 8 5 5 64 2 5 1 113 6 AM NON -PROJECT TRAFFIC 74 136 78 9 90 52 51 693 22 54 1,218 69 5 60 7 PM NON -PROJECT TRAFFIC 66 116 60 6 169 -• 1 7 1 7 1 - 7 :1 n- n- -I 1 7 1 7 7 1 -- :I 77 Project 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 6 11 6 i 1 16 10 10 126 2 0 5 60 7 PM NON -PROJECT TRAFFIC 66 116 60 6 169 106 109 1,357 25 51 650 1 78 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 74 136 78 9 90 52 51 774 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRII SRI SRT SRR SBU SBL SBT SBR •4 =I sub Ii.11�000� 1 00�000�000 Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 Project 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 6 11 6 i 1 16 10 10 126 2 0 5 60 7 PM NON -PROJECT TRAFFIC 66 116 60 6 169 106 109 1,357 25 51 650 1 78 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 74 136 78 9 90 52 51 774 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRII SRI SRT SRR Pass -By Entering EBT EBR WBU WBL WBT WBR NBU NBL Distribution Exiting SBU SBL SBT �� Project �� Distribution Exiting -�r � 33.0%����� I Net New "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Trips I Net New 81 i i i I111 AM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 81 0 0 111 0 AM TOTAL TRAFFIC 74 136 78 9 90 52 51 774 22 54 1 1,329 1 69 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TOTAL TRAFFIC 1 1 66 1 116 1 60 1 1 8 1 169 1 106 1 1 109 1 1,465 1 25 1 1 51 1 747 76 Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems uika Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 .,=da`�e Po o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 47 39 Nform MiamiCode.Th. apptit' bletleekbn-malting botlyw2lreWM� 1 me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 22nd Street and NW 13th Avenue `e<«,.nen°ae°"«aemlaeo9on COUNT DATE: June 5, 2018 PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.90 01/22/19 PM PEAK HOUR FACTOR: 0.90 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 15 47 39 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 5 6 �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 AM NON -PROJECT TRAFFIC 49 61 44 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 1.030 AM TOTAL TRAFFIC 17 I ANI] IISF TYPF FRII FRI IIIIIIIIIIIIII1II__IIIIIIIIIIIIII1IIIIII-IIIIIIIIIIIIII1IIIIIII- FRR WRII WRI WRT WRR NRII NRI NRT IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■-_IIIIIIII- SRII SRI SRT SRR TOTAL "VESTED" TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU AM EXISTING CONDITIONS NBT 15 48 40 50 63 20 52 "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 1 1s Peak Season Correction Factor 1.030 1.030 1.030 1 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 1 7 49 36 1 16 "A MR A r`Kr_PA11Mn TRA FFIr"' CRIT FRI FRT FRR WRII WRI WRT W'RR MRII NRI NPT NRR CRII CRI CRT CRR Years To Buildout I I I I I I I I I I 1 11111_ I I I I I I I I I I I I I I11I I I I I I I I I I I111111I I I I I I I I I I I11I I I I I I I I I I I I I11I I I I I I I I I I I I I1 I I I I I I I I I I I I I I11I I I I I I I I I 1 11111_III_ I_ I I I I I I I I I I I I I I11I I_ I I I I I I I I I I I I I I1 7 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 Yearly Growth Rate 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1111111111111111111IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 2 5 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 5 6 �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 AM NON -PROJECT TRAFFIC 17 53 44 55 69 22 s7 ------- 5 ----- 12.0% 0 2 -- 6 ------ a ----- 42 1 18 -- AM TOTAL TRAFFIC 17 I ANI] IISF TYPF FRII FRI IIIIIIIIIIIIII1II__IIIIIIIIIIIIII1IIIIII-IIIIIIIIIIIIII1IIIIIII- FRR WRII WRI WRT WRR NRII NRI NRT IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■-_IIIIIIII- SRII SRI SRT SRR TOTAL "VESTED" TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT 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% AM BACKGROUND TRAFFIC GROWTH 1.4% 2 5 a 1.4% 5 6 2 1 5 PM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC 17 53 44 55 69 22 s7 ------- 5 ----- 12.0% 0 2 Years To Buildout 1 7 1 7 1 7 7 7 7 1 7 1 7 1 7 7 1 7 1 7 77 Exiting 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 1 4 1 Distribution _ Exiting -�r ------- 5 ----- 12.0% 0 2 -- 6 ------ a ----- 42 1 18 -- AM TOTAL TRAFFIC 17 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT SRR "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Years To Buildout 1 7 1 7 1 7 7 7 7 1 7 1 7 1 7 7 1 7 1 7 77 Exiting 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 1 4 1 Distribution _ Exiting -�r TRAFFIC 5 4 12.0% 0 2 PM NON -PROJECT TRAFFIC 6 45 a 54 42 1 18 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 17 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT SRR Pass -By Entering EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Distribution Exiting 26 ao.0% 16 �� Net New Enteving -1 � ��.o % a3.o % �� 145 29 56 Distribution _ Exiting -�r TRAFFIC o 0 12.0% 171 29 0 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By 26 16 Trips Net New ao 145 29 56 AM TOTAL PROJECT TRAFFIC o 0 40 171 29 0 72 0 0 AM TOTAL TRAFFIC 17 53 84 171 29 55 141 22 57 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TOTAL TRAFFIC 1 1 6 1 45 1 43 1 1 152 1 1 1 1 40 1 54 1 134 1 1 1 1 1a Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems u,ka Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 .,=d•`�e Cotle,o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 30 35 Nform MiamiCode.Th. apptit' bletleekbn-malting botlyw2lreWM� 1 me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 22nd Street and SR 9331NW 12th Avenue `e<«,.nen°ae°"«aemlaeo9on COUNT DATE: June 5, 2018 PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.90 01/22/19 PM PEAK HOUR FACTOR: 0.90 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 64 30 35 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 21 3 62 1 31 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 AM NON -PROJECT TRAFFIC 592 7 40 89 968 2 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 1.030 1 1.030 1 1.030 1.030 1 1.030 1 1.030 1 1.030 1 1.030 ------ "PROJECT DISTRIBUTION" ----- IIIIIIIIIIIIII1II__IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIII- -- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■-_IIIIIIII- I ANn IISF TYPF • r FRT FRR WRII WRI WRT WRR AM EXISTING CONDITIONS 66 31 36 1 1,086 22 "PM PROJECT TRAFFIC" LAND USE TYPE 32 EBT EBR WBU 610 7 NBL 92 997 SBU SBL "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 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 40 7 1 15 16 63 1,225 1 10 24 sss "A MR A r`Kr_PA11Mn TRA FFIr"' CRIT FRI FRT FRR WRII WRI WRT W'RR MRII NRI NPT NRR CRII CRI CRT CRR Years To Buildout I I I I I I I I I I 1 11111_ I I I I I I I I I I I I I I11I I I I I I I I I I I111111I I I I I I I I I I I11I I I I I I I I I I I I I11I I I I I I I I I I I I I1 I I I I I I I I I I I I I I11I I I I I I I I I 1 11111_III_ I_ I I I I I I I I I I I I I I11I I_ I I I I I I I I I I I I I I1 7 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 Yearly Growth Rate 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1111111111111111111IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 3 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 2 3 62 1 �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 AM NON -PROJECT TRAFFIC 1 73 34 40 24 1 1 :35 672 8 101 1,099 2 8 125 1 1 1 TRAFFIC 1 2 ------- PM NON -PROJECT TRAFFIC 44 8 ----- 18 91 1,350 -- 26 ------ "PROJECT DISTRIBUTION" ----- IIIIIIIIIIIIII1II__IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIII- -- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■-_IIIIIIII- I ANn IISF TYPF • r FRT FRR WRII WRI WRT WRR NRII NRI NRT 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% AM BACKGROUND TRAFFIC GROWTH 1.4% 7 3 4 2 3 62 1 s 1 102 1 1.4% AM NON -PROJECT TRAFFIC 1 73 34 40 24 1 1 :35 672 8 101 1,099 2 8 125 1 1 1 -• _ 7 _ 1 7 1 7 7 1 7 1 1 7 1 7 77 Project 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 1.4% 1 1.4% 1 1.4% 1.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 4 1 2 34 2 8 125 1 1 1 TRAFFIC 1 2 ------- PM NON -PROJECT TRAFFIC 44 8 ----- 18 91 1,350 -- 26 ------ "PROJECT DISTRIBUTION" ----- -- I ANn IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT CRR 101 1 1,086 124 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR •0 =1 r Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 Project 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 1.4% 1 1.4% 1 1.4% 1.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 4 1 2 34 2 8 125 1 1 1 TRAFFIC 1 2 57 PM NON -PROJECT TRAFFIC 44 8 17 18 91 1,350 11 26 612 "PROJECT DISTRIBUTION" I ANn IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT CRR Pass -By Entering EBT EBR WBU 1 30.0% -30.09G WBT WBR NBU NBL -30.0% 1 30.0% Distribution Exiting 30.0% +.00% SBT SBR Project �� 12 4 1 1 13 -13 33.0% Distribution Trips I Net New 56 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By 12 4 1 1 13 -13 -13 1 13 Trips I Net New 56 34 25 1111 AM TOTAL PROJECT TRAFFIC 66 o a o 0 47 12 1 0 101 -13 124 AM TOTAL TRAFFIC 141 34 44 24 35 47 684 1 8 101 1 1,086 124 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TOTAL TRAFFIC 1 1 132 1 8 1 21 1 1 18 1 1 91 1 1 42 1 1,370 1 11 1 1 26 1 599 110 Evaluating unlicensed DynamicPDF feature. Click here for details r�1 "AM EXISTING TRAFFIC" EBU . ... . ... EBT EBR WBU WBL WBT WBR NBU TRAFFIC VOLUMES NOTICE NBR AT STUDY INTERSECTIONS mrrnvn requiremems malant. Neeiyof Miami `,y., rerewigmm permit app otlonmeets SBT SBR o permitapgiwot ppl ttMh,n JCI 1.a% 1 30 po nqI lk-iw pMii Manng naccordarcewiNtlmelines Ciyof 1 14 1 Nb din 1 MiamiCotle.Th. apptit' bletleekbn-malting botlyw2lreWM� Mie permit apgiration M Mie puEtic Maung arq !stl v eXhs a INTERSECTION: NW 21st Terrace and NW 13th Avenue `e<«,.nen°a°°"«aemiaeo9on COUNT DATE: June 5, 2018 PZ -1Al 1 8-263 AM PEAK HOUR FACTOR: 0.84 01122/19 PM PEAK HOUR FACTOR: 0.84 'A "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 1.a% 1 30 1 1 14 1 1.a% 3 1.4% 1 13 1 98 16a Distribution 7 a 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 1.030 AM EXISTING CONDITIONS 31 14 13 101 66 1 38 "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 76 1E a 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 1.030 PM EXISTING CONDITIONS 2 6 6 80 19 a Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 7 7 7 77 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.a% 1.a% 1.a% 1.4% 1.4% 1.4% AM BACKGROUND TRAFFIC GROWTH 1.a% 3 1.4% 1 0 1 10 Distribution 7 a AM NON -PROJECT TRAFFIC 1 34 1 15 14 111 73 az -• _ _ cl n- n- r-- c1 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.a% 1.4% 1.4% 1.4% 1.a% 1.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 0 1 29 a Distribution Exiting ------- ----- 15 14 185 29 4 15.0 % -- 0 PM NON -PROJECT TRAFFIC ------ ----- 7 88 21 1 -- 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.a% 1.4% 1.4% 1.4% 1.a% 1.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 0 1 29 a Distribution Exiting 1 8 15 14 185 29 4 15.0 % 2 0 PM NON -PROJECT TRAFFIC 2 7 7 88 21 1 a "PROJECT DISTRIBUTION" I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRII SRI SRT SRR Pass -By Entering LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT 10.0% Distribution Exiting�JI Project I Pass - By 1 4 1 1 a 10.0%1 110.0% I Net New 1074 25 136 22 AM TOTAL PROJECT TRAFFIC 30 0 0 74 29 a Distribution Exiting -�I 64 15 14 185 29 4 15.0 % t0.0% 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 I Pass - By 1 4 1 1 a 1a Trips I Net New 1074 25 136 22 AM TOTAL PROJECT TRAFFIC 30 0 0 74 29 a 1ao 22 AM TOTAL TRAFFIC 64 15 14 185 29 4 213 64 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR PM TOTAL TRAFFIC 1 1 28 1 1 7 1 1 1 1 1 1 7 1 171 1 37 1 1 4 1 166 34 Evaluating unlicensed DynamicPDF feature. etails- rA1� Click here for detail.- •' EBT EBR WBU WBL WBT WBR NBU TRAFFIC TRAFFIC VOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems u,ka Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements 1.4% .,=d•`�e Cotle,o in,spmnitapgicaGt -i tI.I,,n-Cilyra PMi M1eadnq naccordanceHimtlmelines inmeCiya 1.4% 36 Nform MiamiCode.TM1eapptit' bletleekbn-malting botlyw2lreWM� me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 21st Terrace and SR 933/NW 12th Avenue `e<«,.nen°ae°"«aemiaeo9on COUNT DATE: June 5, 2018 PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.97 01/22/19 PM PEAK HOUR FACTOR: 0.93 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 1.4% a 1.4% 36 103 5 AM NON -PROJECT TRAFFIC 10 1 11 1 676 1 24 1,109 595 21 119 1 1 977 44 Peak Season Correction Factor 1.030 1 1.030 1 1.030 1 1.030 1.030 1 1.030 1 1.030 1 1.030 1.030 1.030 1.030 1.030 1 1.030 1 1.030 1 1.030 1 1.030 AM EXISTING CONDITIONS I 1 1 37 1 1 1 10 613 22 1,006 45 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements i i 1 a i i 1 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 a 1 1 1 26 1 1,167 10 606 3 Years To Buildout 7 1 7 1 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.a% 1.a % 1.4% 1.4 % 1.a % 1 1.4% 1 1.4% 1 1.4% 1.4% 1.4% 1.a% 1.4% AM BACKGROUND TRAFFIC GROWTH 1.4% 1.4% 1.4% a 1.4% 1 63 2 103 5 AM NON -PROJECT TRAFFIC 1 41 1 1 1 11 1 676 1 24 1,109 so -• _ _ :1n- n- n-- c1 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 1.4% 1.4% 1 4% 11.4% 1.4 PM BACKGROUND TRAFFIC GROWTH _ Exiting 10.0% r 0 3 119 1 1 ------- 1 ----- 0 PM NON -PROJECT TRAFFIC -- 29 1,286 11 ------ 3 ----- -- 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 1.4% 1.4% 1 4% 11.4% 1.4 PM BACKGROUND TRAFFIC GROWTH _ Exiting 10.0% r 0 3 119 1 1 1 1 62 0 PM NON -PROJECT TRAFFIC a 29 1,286 11 670 1 3 "PROJECT DISTRIBUTION" I ANn IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRII SRI SRT CRR Pass -By Entering LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Distribution Exiting 200% 6 _ Trips I Net New 10.0% Net New Entevin� � �T AM TOTAL PROJECT TRAFFIC 33 0 10.o i��� o a o AM TOTAL TRAFFIC 74 11 Distribution _ Exiting 10.0% r 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 I Pass - By 6 a Trips I Net New 25 59 AM TOTAL PROJECT TRAFFIC 33 0 59 o a o AM TOTAL TRAFFIC 74 11 735 24 1,113 50 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR PM TOTAL TRAFFIC I I 1 1 45 1 1 1 1 29 1 1 1 1,348 1 11 1 1 1 661 3 Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems uika Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 .,=d•`�e Cotle,o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 25 37 Nform MiamiCode.Th. apptit' bletleekbn-malting botlyw2lreWM� 1 me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 21st Street and NW 13th Avenue 17 COUNT DATE: June 5, 2018 .�ea°°"«aemlaeo9on PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.95 01/22/19 PM PEAK HOUR FACTOR: 0.90 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 21 25 37 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 9 9 17 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 21 70 20 2 11 56 14 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 1.030 1 1.030 1.030 1.030 1 1.030 1 1.030 1 1.030 1 1.030 7 9--F 17 ------- 1 22 6 25 IIIIIIIIIIIIII1II__IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 ------ 1 �000�000 AM EXISTING CONDITIONS 24 22 26 38 FRT 9 9 18 WRR 22 72 21 SRII SRI 11 58 14 "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 •0 =1 r �000� 1 00�000�000 PM EXISTING CONDITIONS 4 11 23 9 6 8 15 69 20 5 23 3 "A MR A r`Kr_PA1111un TRA FFIr"' CRIT GRI FRT FRR WRII WRI WRT W'RR MRII NRI NPT NRR CRII CRI CRT CRR Years To Buildout I I I I I I I I I I 1 11111_ I I I I I I I I I I I I I I11I I I I I I I I I I I111111I I I I I I I I I I I11I I I I I I I I I I I I I11I I I I I I I I I I I I I1 I I I I I I I I I I I I I I11I I I I I I I I I 1 11111_III_ I_ I I I I I I I I I I I I I I11I I_ I I I I I I I I I I I I I I1 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 7 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1111111111111111111IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1 2 �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1 1 2 2 7 2 1 s 1 AM NON -PROJECT TRAFFIC 1 24 29 42 10 10 20 24 79 23 12 6a 15 � 1 1 2 0 PM NON -PROJECT TRAFFIC a 12 25 10 7 7 9--F 17 ------- 1 22 6 25 IIIIIIIIIIIIII1II__IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 ------ 1 �000�000 AM TOTAL TRAFFIC 24 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% AM BACKGROUND TRAFFIC GROWTH 1 2 3 a 1 1 2 2 7 2 1 s 1 AM NON -PROJECT TRAFFIC 1 24 29 42 10 10 20 24 79 23 12 6a 15 � 1 1 2 0 PM NON -PROJECT TRAFFIC a 12 25 -• 1 7 1 7 1 7 7 1 7 1 7 1 7 1 7 7 1 7 1 7 77 Distribution 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 1.4% 1 1.4% 1 1.4% 1.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 0 1 2 1 1 1 2 7 1 2 1 � 1 1 2 0 PM NON -PROJECT TRAFFIC a 12 25 10 7 7 9--F 17 ------- 1 22 6 25 1 3 ----- -- ------ AM TOTAL TRAFFIC 24 29 ----- FRII FRI FRT FRR WRII WRI -- WRR NRII NRI NRT NRR SRII SRI SRT CRR EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------ ----- --- •0 =1 r �000� 1 00�000�000 Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 Distribution 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 1.4% 1 1.4% 1 1.4% 1.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 0 1 2 1 1 1 2 7 1 2 1 � 1 1 2 0 PM NON -PROJECT TRAFFIC a 12 25 10 7 7 9--F 17 76 1 22 6 25 1 3 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 24 29 I ANn IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT CRR Pass -By Entering EBT EBR WBU WBL WBT WBR NBU NBL 40.0% NBR SBU SBL SBT Distribution Exiting I Pass - By �� 18 ao.0% Net New Enteving -1 �� Trips -�r�� 3s.0% Distribution _ Exiting 24 -�I � TRAFFIC o 0 ���10.0% 0 3s.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By 18 1s Trips I Net New121 24 88 AM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 139 0 2a 1oa o AM TOTAL TRAFFIC 24 29 42 10 10 20 24 218 23 36 168 15 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TOTAL TRAFFIC 1 1 4 1 12 1 25 1 1 10 1 7 1 9 1 1 17 1 199 1 22 1 1 39 1 161 3 Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems u,ka Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements AM BACKGROUND TRAFFIC GROWTH .,=d.`�e Cotle,o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- inmeCiya -- 20 Nform MiamiCode.TM1eapptit' bletleekbn-malting botlyw2lreWM� me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 21st Street and SR 933/NW 12th Avenue `e<«,.nen1°ae°"«aemiaeo9on COUNT DATE: June 5, 2018 PZ- 1 8-263 AM PEAK HOUR FACTOR: 0.91 01/22/19 PM PEAK HOUR FACTOR: 0.95 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements AM BACKGROUND TRAFFIC GROWTH 1 -- 20 PM BACKGROUND TRAFFIC GROWTH 64 2 103 AM NON -PROJECT TRAFFIC 606 688 1,109 977 PM NON -PROJECT TRAFFIC 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 1.030 AM EXISTING CONDITIONS 21 624 1,006 "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 60s 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 1,167 62a TOTAL r" TRAFFIC Years To Buildout 7 7 7 7 7 7 7 7 7 7 7 77 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1 1.4% 1.4% 1.4% 1 1.4% 1.4% 1.4% 1.4% 1.4% 1 1.4% 1.a% 1.4% 1.a% 1.4% AM BACKGROUND TRAFFIC GROWTH 1 -- 2 PM BACKGROUND TRAFFIC GROWTH 64 2 103 AM NON -PROJECT TRAFFIC 1 23 688 1,109 -• - :1 n- n- r-- cl 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% PM BACKGROUND TRAFFIC GROWTH 48 2 1,134 119 64 PM NON -PROJECT TRAFFIC 25 1,286 688 r � 10.o%��T 1n.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 48 2 1,134 119 64 PM NON -PROJECT TRAFFIC 25 1,286 688 "PROJECT DISTRIBUTION" I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT SRR Pass -By Entering LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Distribution Trips I Net New 25 69 26 AM TOTAL PROJECT TRAFFIC 25 59 25 AM TOTAL TRAFFIC 48 747 1,134 Distribution Exiting 10.0% r � 10.o%��T 1n.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Trips I Net New 25 69 26 AM TOTAL PROJECT TRAFFIC 25 59 25 AM TOTAL TRAFFIC 48 747 1,134 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR PM TOTAL TRAFFIC I I 1 1 58 1 1 1 1 1 1 1 1,348 1 1 1 1 724 Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« «'ofadMrenewlgmm permit appGotlonmeets mirrnvn requimnems u,ka Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 Cotle,o in,spermitapgi t I.I,,n-Cilyra p,Mi M1eadnq naccordanceHim0-i- in Ciya 910 83 Nform 1 MiamiCode.Th. apptit' bletleekbn-malting botlyw2lreWM� me perint apgiration M me puEtic Maung arq !stl v eXhs a INTERSECTION: NW 20th Street and NW 17th Avenue 58 COUNT DATE: June 5, 2018 .�ea°°"«aemlaeo9on PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.94 01/22/19 PM PEAK HOUR FACTOR: 0.97 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 82 910 83 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 72 553 58 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 85 279 118 9 139 305 so 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 1.030 101 115 420 98 101 1 327 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- "PROJECT DISTRIBUTION" IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 1 �000�000 AM EXISTING CONDITIONS 93 84 937 85 FRT 74 570 60 WRR 88 287 122 RRII SRI 143 314 62 "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 11111111grerr--TILM I �000� 1 00�000�000 PM EXISTING CONDITIONS 124 553 88 123 1,022 92 104 381 1 89 1 92 297 84 "A MR A r`Kf_PA11Mn TRA FFIf"' CRIT GRI FRT FRR WRII WRI WRT W'RR MRII NRI NPT NRR CRII CRI CRT CRR Years To Buildout -• _ _ cl n- n- n-- cl ------- ----- -- ------ ----- -- ------ ----- I I I I I I I I I I 1 11111_ I I I I I I I I I I I I I I11I I I I I I I I I I I111111I I I I I I I I I I I11I I I I I I I I I I I I I11I I I I I I I I I I I I I1 I I I I I I I I I I I I I I11I I I I I I I I I 1 11111_III_ I_ I I I I I I I I I I I I I I11I I_ I I I I I I I I I I I I I I1 7 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 Yearly Growth Rate 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1111111111111111111IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.a% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1 1.4%1.a% 9 96 9 8 58 6 9 29 12 15 32 s AM NON -PROJECT TRAFFIC 93 1,033 1 94 82 1 628 1 I56 97 316 134 1s8 346 68 1,126 101 115 420 98 101 1 327 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- "PROJECT DISTRIBUTION" IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 1 �000�000 AM TOTAL TRAFFIC 93 Years To Buildout -• _ _ cl n- n- n-- cl ------- ----- -- ------ ----- -- ------ ----- 7 7 1 7 1 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.a% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% AM BACKGROUND TRAFFIC GROWTH 1 1.4%1.a% 9 96 9 8 58 6 9 29 12 15 32 s AM NON -PROJECT TRAFFIC 93 1,033 1 94 82 1 628 1 I56 97 316 134 1s8 346 68 1,126 101 115 420 98 101 1 327 1 93 "PROJECT DISTRIBUTION" Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1 1.4% 1 1.4% 1 1.4% 1 1.4% 1 1.4% 1 1.4% 1 1.4%1.a% I Net New 1.4% PM BACKGROUND TRAFFIC GROWTH 13 57 9 13 104 9 11 39 9 AM TOTAL PROJECT 9 30 9 PM NON -PROJECT TRAFFIC 137 610 97 136 1,126 101 115 420 98 101 1 327 1 93 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 93 1,093 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRII SRI SRT SRR EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 11111111grerr--TILM I �000� 1 00�000�000 Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1 1.4% 1 1.4% 1 1.4% 1 1.4% 1 1.4% 1 1.4% 1 1.4%1.a% I Net New 1.4% PM BACKGROUND TRAFFIC GROWTH 13 57 9 13 104 9 11 39 9 AM TOTAL PROJECT 9 30 9 PM NON -PROJECT TRAFFIC 137 610 97 136 1,126 101 115 420 98 101 1 327 1 93 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 93 1,093 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRII SRI SRT SRR "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Trips I Net New r 44 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Trips I Net New 60 44 AM TOTAL PROJECT TRAFFIC o 60 0 0 44 0 0 0 0 0 0 0 AM TOTAL TRAFFIC 93 1,093 94 82 672 66 97 316 134 158 346 68 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TOTAL TRAFFIC 1 1 137 1 662 1 97 1 1 136 1 1,185 1 101 1 1 115 1 420 1 98 1 1 101 1 327 93 Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems uika Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 .,=d•`�e Cotle,o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 810 210 Nform MiamiCode.Th. apptit' bletleekbn-malting botlyw2lreWM� 1 me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 20th Street and NW 14th Avenue 27 COUNT DATE: June 5, 2018 .�ea°°"«aemlaeo9on PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.94 01/22/19 PM PEAK HOUR FACTOR: 0.95 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 53 810 210 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 195 534 27 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 84 92 157 56 20 238 a7 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 1.030 28 305 ------- 355 1s 94 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • r �000�o0 ------ 1 �000�000 AM EXISTING CONDITIONS 91 55 834 216 FRT 201 550 28 WRR 87 95 162 SRII SRI 21 245 48 "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 as 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 1.030 1.030 1.030 1 1.030 •0 =1 r �000� 1 00�000�000 PM EXISTING CONDITIONS 43 574 92 93 948 25 277 348 322 1 14 85 46 "A MR A r`Kf_PA11Nn TRA FFIf"' CRIT GRI FRT FRR WRII WRI WRT W'RR MRII NRI NPT NRR CRII CRI CRT CRR Years To Buildout I I I I I I I I I I 1 11111_ I I I I I I I I I I I I I I11I I I I I I I I I I I111111I I I I I I I I I I I11I I I I I I I I I I I I I11I I I I I I I I I I I I I1 I I I I I I I I I I I I I I11I I I I I I I I I 1 11111_III_ I_ I I I I I I I I I I I I I I11I I_ I I I I I I I I I I I I I I1 7 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 7 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1111111111111111111IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.a% 1.a% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% AM BACKGROUND TRAFFIC GROWTH �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 85 22 1 21 56 3 9 10 17 2 1 25 5 AM NON -PROJECT TRAFFIC 1 1 61 1 919 1 238 1 222 1 606 1 :31 96 105 179 23 270 53 47 633 101 103 1,045 28 305 ------- 355 1s 94 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • r �000�o0 ------ 1 �000�000 AM TOTAL TRAFFIC 91 Years To Buildout 7 1 7 1 7 1 7 1 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.a% 1.a% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.a% 1.4% AM BACKGROUND TRAFFIC GROWTH 1 1 6 1 85 22 1 21 56 3 9 10 17 2 1 25 5 AM NON -PROJECT TRAFFIC 1 1 61 1 919 1 238 1 222 1 606 1 :31 96 105 179 23 270 53 47 633 101 103 1,045 28 305 ------- 355 1s -• _ 7 _ 1 7 1 7 1 7 1 7 7 1 7 1 7 77 SBR 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 4 59 9 s.o% 10 97 3 28 36 33 AM TOTAL PROJECT 1 1 9 5 PM NON -PROJECT TRAFFIC 47 633 101 103 1,045 28 305 ------- 355 1s 94 51 ----- -- ------ AM TOTAL TRAFFIC 91 949 ----- FRII FRI FRT FRR WRII WRI -- WRR NRII NRI NRT NRR SRII SRI SRT SRR EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------ ----- --- •0 =1 r �000� 1 00�000�000 Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 SBR 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 4 59 9 s.o% 10 97 3 28 36 33 AM TOTAL PROJECT 1 1 9 5 PM NON -PROJECT TRAFFIC 47 633 101 103 1,045 28 305 Sea 355 1s 94 51 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 91 949 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT SRR Pass -By Entering EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Distribution Exiting SBR Project I Pass - By Net New Enteving s.o% s.o% Trips I Net New 30 Distribution Exitin�c _ _ _ _ 22 s.o% 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 I Pass - By Trips I Net New 30 30 22 22 AM TOTAL PROJECT TRAFFIC 30 30 0 0 22 0 0 0 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 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TOTAL TRAFFIC 1 1 73 1 659 1 101 1 1 103 1 1,074 1 28 1 1 305 1 384 1 355 1 1 15 1 94 81 Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�wM2111da'"o�"� mirrnvn requimnems u,ka Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements 1.a% .,=d•`�e Cotle,o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 914 18 Nform MiamiCode.Th. apptit' bletleekbn-malting botlyw2lreWM� 1 me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 20th Street and NW 13th Avenue 53 COUNT DATE: June 5, 2018 .�ea°°"«aemlaeo9on PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.95 01/22/19 PM PEAK HOUR FACTOR: 0.98 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 1.a% 45 914 18 1.4% 24 620 53 1.a% 40 6 41 96 27 6 ss 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 46 31 7 1 112 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM EXISTING CONDITIONS EBU EBL 46 941 19 WBT 25 639 55 ------- 41 6 42 EBR WBU 28 6 102 "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 26 6 963 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 TOTAL TRAFFIC 114 874 12 7 1,084 PM EXISTING CONDITIONS 14 72 801 11 2 6 992 58 13 3 16 13 2 53 "AM RAr.Kr:Rnl INn TRAFFIr:" FRII FRI FRT FRR WRII WRI WRT W'RR NRII NRI NRT NRR CRII CRI CRT CRR Years To Buildout 7 1 7 1 7 77 7 7 7 7 7 7 7 7 7 7 7 7 7 YearlyGrowth Rate 1.4% 1.4% 1.4% 1.4% 1.a% 1.a% 1.4% 1.496 1.4% 1 1.4% 1.a% 1.a% 1.a% 1.4 1.a% 1.4% AM BACKGROUND TRAFFIC GROWTH 5 96 2 1 3 65 6 4 1 4 3 1 10 AM NON -PROJECT TRAFFIC 51 1,037 21 28 1 704 1 161 45 7 46 31 7 1 112 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR LAND USE TYPE EBU EBL EBT EBR WBIJ WBL WBT WBR NBU NBL NBT ------- SBU SBL SBT SBR EBR WBU WBL --- WBR NBU ---- NBT NBR ------- SBT SBR Project Pass - By 9 -------- -9 9 ------- 8 8 -------- 26 �t-I 1111110 5.1 NEI r �000�o0 79 1 �000�000 30 PM TOTAL PROJECT TRAFFIC Years To Buildout 7 1 7 1 7 77 7 7 7 7 7 7 7 7 7 7 7 7 7 YearlyGrowth Rate 1.4% 1.4% 1.4% 1.4% 1.a% 1.a% 1.4% 1.496 1.4% 1 1.4% 1.a% 1.a% 1.a% 1.4 1.a% 1.4% AM BACKGROUND TRAFFIC GROWTH 5 96 2 1 3 65 6 4 1 4 3 1 10 AM NON -PROJECT TRAFFIC 51 1,037 21 28 1 704 1 161 45 7 46 31 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 Years To Buildout 7 7 7 7 7 7 7 7 7 7 1 7 7 77 SBT 7 7 Yearly Growth Rate 1.4% 1.4% 1.a% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.a% 1.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 7 82 1 1 101 6 1 0 2 22 1 0 5 PM NON -PROJECT TRAFFIC 79 883 12 7 1,093 64 14 3 18 14 2 58 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 90 1,028 LAND USE TYPE EBU EBL EBT EBR WBIJ WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass'By Entering20.0% EST EBR WBU -20.0% WBT -20.0% 20.0% NBL NBT Distribution Exiting SBT SBR Project Pass - By 9 -9 Net New Entelring 9.0% 8 z7.0% 8 Trips Net New Distribution 91 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EST EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By 9 -9 -9 9 8 1 8 Trips Net New 30 91 67 22 AM TOTAL PROJECT TRAFFIC 39 -9 0 0 -9 100 0 0 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 Pass - By 9 -9 -9 9 8 8 Trips 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 detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems uika Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 .,=d•`�e Po o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 676 164 Nform MiamiCode.Th. apptit' bletleekbn-malting botlyw2lreWM� 1 me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 20th Street and SR 9331NW 12th Avenue `e<«,.nen°ae°"«aemlaeo9on COUNT DATE: June 5, 2018 PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.95 01/22/19 PM PEAK HOUR FACTOR: 0.95 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 135 676 164 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 140 480 73 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 84 399 171 14 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 1.030 194 112 az9 148 94 1 ala IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • r �000�o0 ------ 1 �000�000 AM EXISTING CONDITIONS 178 139 696 169 FRT 144 494 75 WRR 87 411 176 SRII SRI 102 752 134 "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 •0 =1 r �000� 1 00�000�000 PM EXISTING CONDITIONS 170 547 117 146 822 141 1 149 833 195 85 43o 117 "A MR A r'Wf_PA11Nn TRA FFIf"' CRIT GRI FRT FRR WRII WRI WRT W'RR MRII NRI NPT NRR CRII CRI CRT CRR Years To Buildout I I I I I I I I I I 1 11111_ I I I I I I I I I I I I I I11I I I I I I I I I I I111111I I I I I I I I I I I11I I I I I I I I I I I I I11I I I I I I I I I I I I I1 I I I I I I I I I I I I I I11I I I I I I I I I 1 11111_III_ I_ I I I I I I I I I I I I I I11I I_ I I I I I I I I I I I I I I1 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 Yearly Growth Rate IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1111111111111111111IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% AM BACKGROUND TRAFFIC GROWTH 1.4% 14 71 17 15 so 8 9 42 18 10 77 14 AM NON -PROJECT TRAFFIC 1 1 153 1 767 1 186 1 159 1 544 1 33 96 453 194 112 az9 148 94 1 ala IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • r �000�o0 ------ 1 �000�000 AM TOTAL TRAFFIC 178 Years To Buildout 7 1 7 1 7 1 7 1 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.a% 1.a% 1.a% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% AM BACKGROUND TRAFFIC GROWTH 1.4% 14 71 17 15 so 8 9 42 18 10 77 14 AM NON -PROJECT TRAFFIC 1 1 153 1 767 1 186 1 159 1 544 1 33 96 453 194 112 az9 148 94 1 ala 1 129 ----- -- ------ -• 1 7 1 7 1 - _ cl n- n- n-- cl 1 7 1 7 7 1 7 :I 77 SBR 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 17 56 12 15 84 14 15 85 20 1 AM TOTAL PROJECT 1 9 1 44 12 PM NON -PROJECT TRAFFIC 187 603 129 161 906 155 164 ------- 215 94 1 ala 1 129 ----- -- ------ AM TOTAL TRAFFIC 178 784 ----- FRII FRI FRT FRR WRII WRI -- WRR NRII NRI NRT NRR SRII SRI SRT SRR EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------ ----- --- •0 =1 r �000� 1 00�000�000 Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 SBR 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 17 56 12 15 84 14 15 85 20 1 AM TOTAL PROJECT 1 9 1 44 12 PM NON -PROJECT TRAFFIC 187 603 129 161 906 155 164 918 215 94 1 ala 1 129 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 178 784 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT SRR Pass -By Entering EBT EBR WBU WBL WBT WBR NBU NBL NBT Distribution Exiting SBT SBR Project I Pass - By Net New Enteving -1 � Distribution _ Exiting 10.0% z0% 10.01 17 25 24 67 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Trips Net New 25 17 25 24 67 34 49 AM TOTAL PROJECT TRAFFIC 25 77 25 0 24 0 67 34 0 0 49 0 AM TOTAL TRAFFIC 178 784 211 159 568 83 163 487 194 112 878 148 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TOTAL TRAFFIC 1 1 220 1 625 1 162 1 1 161 1 927 1 155 1 1 223 1 947 1 215 1 1 94 1 543 129 Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems uika Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 .,=d•`�e Po o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 503 366 Nform MiamiCode.Th. apptit' bletleekbn-malting botlyw2lreWM� 1 me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 20th Street and NW 10th Avenue 46 COUNT DATE: June 5, 2018 .�ea°°"«aemlaeo9on PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.90 01/22/19 PM PEAK HOUR FACTOR: 0.94 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 119 503 366 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 83 435 46 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 145 161 87 46 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 1.030 85 387 ------- 136 as 68 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 ------ 1 �000�000 AM EXISTING CONDITIONS 136 123 518 377 FRT 85 448 47 WRR 149 166 90 RRII SRI 70 209 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 so s7 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 •0 =1 I �000� 1 00�000�000 PM EXISTING CONDITIONS 166 556 125 34 634 77 351 353 123 42 62 69 "A MR A r`Kf_PA11Nn TRA PPI("' CRIT GRI FRT FRR WRII WRI WRT W'RR MRII NRI NPT NRR CRII CRI CRT CRR Years To Buildout I I I I I I I I I I 1 11111_ I I I I I I I I I I I I I I11I I I I I I I I I I I111111I I I I I I I I I I I11I I I I I I I I I I I I I11I I I I I I I I I I I I I1 I I I I I I I I I I I I I I11I I I I I I I I I 1 11111_III_ I_ I I I I I I I I I I I I I I11I I_ I I I I I I I I I I I I I I1 7#614% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 7 7 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1111111111111111111IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% BACKGROUND TRAFFIC GROWTH �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 53 3s 9 46 515 57 17 9 7 21 7 AM NON -PROJECT TRAFFIC 136 571 1 416 1 94 1 494 1 52 1 164 183 99 77 230 7a 183 613 138 37 699 85 387 ------- 136 as 68 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 ------ 1 �000�000 AM TOTAL TRAFFIC 136 Years To Buildout 7 7 7 7 7 7 7 7#614% 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.a% 1.4 1.4% 1.4% 1.4% 1.4% 1.4%1.1.4AM 1.4% 1.4% BACKGROUND TRAFFIC GROWTH 1.4% 13 53 3s 9 46 515 57 17 9 7 21 7 AM NON -PROJECT TRAFFIC 136 571 1 416 1 94 1 494 1 52 1 164 183 99 77 230 7a 183 613 138 37 699 85 387 ------- 136 as -• _ 7 _ :1n- n- n-- c1 1 7 1 7 7 1 7 1 7 77 SBR 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.a% 1.4 PM BACKGROUND TRAFFIC GROWTH 17 57 13 3 65 8 36 36 13 AM TOTAL PROJECT 4 1 6 7 PM NON -PROJECT TRAFFIC 183 613 138 37 699 85 387 ------- 136 as 68 76 ----- -- ------ AM TOTAL TRAFFIC 136 588 ----- FRII FRI FRT FRR WRII WRI -- WRR NRII NRI NRT NRR RRII SRI SRT SRR EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------ ----- --- •0 =1 I �000� 1 00�000�000 Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 SBR 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.a% 1.4 PM BACKGROUND TRAFFIC GROWTH 17 57 13 3 65 8 36 36 13 AM TOTAL PROJECT 4 1 6 7 PM NON -PROJECT TRAFFIC 183 613 138 37 699 85 387 389 136 as 68 76 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 136 588 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRII SRI SRT SRR "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Trips Net New -- 17 24 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Trips Net New 17 24 AM TOTAL PROJECT TRAFFIC o 77 0 0 24 o 0 0 0 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 PM TOTAL TRAFFIC 1 1 183 1 635 1 138 1 1 37 1 720 1 85 1 1 387 1 389 1 136 1 1 46 1 68 7s Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems uika Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 .,=d•`�e Cotle,o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 62 75 Nform 1 MiamiCode.TM1eapptit' bletleekbn-malting botlyw2lreWM� me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 16th Street and SR 933/NW 12th Avenue `e<«,."".�1ea°°"«aemlaeo9on COUNT DATE: June 5, 2018 PZ- 1 8-263 AM PEAK HOUR FACTOR: 0.91 01/22/19 PM PEAK HOUR FACTOR: 0.95 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 64 62 75 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 30 16 76 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 153 579 154 8 108 821 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 1.030 TI54 33 ------- 61 54 679 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 ------ 1 �000�000 AM EXISTING CONDITIONS 73 66 64 77 FRT 31 16 78 WRR 158 596 159 RRII SRI 111 846 99 "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 •0 =1 I �000� 1 00�000�000 PM EXISTING CONDITIONS 64 13 65 112 47 140 30 963 55 1 49 616 s9 "A MR A r`Kf_PA11Mn TRA FFIf"' CRIT GRI FRT FRR WRII WRI WRT W'RR MRII NRI NPT NRR CRII CRI CRT CRR Years To Buildout I I I I I I I I I I 1 11111_ I I I I I I I I I I I I I I11I I I I I I I I I I I111111I I I I I I I I I I I11I I I I I I I I I I I I I11I I I I I I I I I I I I I1 I I I I I I I I I I I I I I11I I I I I I I I I 1 11111_III_ I_ I I I I I I I I I I I I I I11I I_ I I I I I I I I I I I I I I1 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 Yearly Growth Rate 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1111111111111111111IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.a% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% 1.4% �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 7 7 8 3 2 8 16 61 16 11 86 10 AM NON -PROJECT TRAFFIC 73 71 1 65 34 1 16 1 36 174 657 175 122 932 109 52 TI54 33 ------- 61 54 679 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 ------ 1 �000�000 AM TOTAL TRAFFIC 73 Years To Buildout 7 1 7 1 7 1 7 1 7 7 7 7 7 7 7 7 7 7 7 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.a% 1.a% 1.4% 1.4 % 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4 AM BACKGROUND TRAFFIC GROWTH 1.4% 7 7 8 3 2 8 16 61 16 11 86 10 AM NON -PROJECT TRAFFIC 73 71 1 65 34 1 16 1 36 174 657 175 122 932 109 52 TI54 33 ------- 61 54 679 1 65 ----- -• _ 7 _ JIn- n- n-- 1 7 1 7 7 1 7 1 7 77 SBR 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.a% 1.4 PM BACKGROUND TRAFFIC GROWTH 7 1 7 11 5 14 3 100 6 AM TOTAL PROJECT 5 63 6 PM NON -PROJECT TRAFFIC 71 is 72 123 52 TI54 33 ------- 61 54 679 1 65 ----- -- ------ AM TOTAL TRAFFIC 73 71 ----- FRII FRI FRT FRR WRII WRI -- WRR NRII NRI NRT NRR RRII SRI SRT SRR EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------ ----- --- •0 =1 I �000� 1 00�000�000 Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 SBR 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.a% 1.4 PM BACKGROUND TRAFFIC GROWTH 7 1 7 11 5 14 3 100 6 AM TOTAL PROJECT 5 63 6 PM NON -PROJECT TRAFFIC 71 is 72 123 52 TI54 33 1,083 61 54 679 1 65 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 73 71 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRII SRI SRT SRR "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By mlwh............ Trips I Net New101 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Trips I Net New101 74 AM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 101 0 0 7a o AM TOTAL TRAFFIC 73 71 85 34 18 86 174 758 175 122 1 1,006 109 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TOTAL TRAFFIC 1 1 71 1 14 1 72 1 1 123 1 52 1 154 1 1 33 1 1,171 1 61 1 1 54 1 782 65 Evaluating unlicensed DynamicPDF feature. Click here for detail.-,- etails--TRAFFIC EBL EBT EBR WBU WBL WBT WBR NBU TRAFFICVOLUMES NOTICE NBR AT STUDY INTERSECTIONS SBL `« i�mm21lm`a'"o�"� mirrnvn requimnems uika Miam 21 a ndlor me city a Miami SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 .,=d•`�e Po o in,spmnitapgicaGt I.I,,n-Cilyra PMi M1eadnq naccordanceHim0-i- in Ciya 451 186 Nform MiamiCode.Th. apptit' bletleekbn-malting botlyw2lreWM� 1 me perint apgiration M me putlk Maung arq !stl v eXhs a INTERSECTION: NW 14th Street and SR 9331NW 12th Avenue `e<«,.nen°ae°"«aemlaeo9on COUNT DATE: June 5, 2018 PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.97 01/22/19 PM PEAK HOUR FACTOR: 0.91 Peak Season Correction Factor "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 123 451 186 IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 194 343 147 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 217 744 531 13 129 663 128 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 1.030 147 753 las 184 98 880 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 ------ 1 �000�000 AM EXISTING CONDITIONS 140 127 465 192 FRT 200 353 151 WRR 224 766 547 RRII SRI 133 683 132 "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 •0 =1 I �000� 1 00�000�000 PM EXISTING CONDITIONS 135 157 1 185 340 446 163 1 174 736 167 89 798 92 "A MR A r`Kf_PA11Nn TRA PPI("' CRIT GRI FRT FRR WRII WRI WRT W'RR MRII NRI NPT NRR CRII CRI CRT CRR Years To Buildout I I I I I I I I I I 1 11111_ I I I I I I I I I I I I I I11I I I I I I I I I I I111111I I I I I I I I I I I11I I I I I I I I I I I I I11I I I I I I I I I I I I I1 I I I I I I I I I I I I I I11I I I I I I I I I 1 11111_III_ I_ I I I I I I I I I I I I I I11I I_ I I I I I I I I I I I I I I1 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 7 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 7 Yearly Growth Rate IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1111111111111111111IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% IIIIIIIIIIIIII1IIIIIIIIIIIIII1�IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% 1.4% �IIIIIIIIIIIIII1 IIIIIIIIIIIIII1IIIIIIIIIIIIII1IIIIIIIIIIIIII1 1.4% BACKGROUND TRAFFIC GROWTH 1.4% 13 48 20 20 36 15 23 78 56 1a 70 AM TOTAL PROJECT AM NON -PROJECT TRAFFIC 140 513 1 212 220 1 369 1 166 247 Baa 603 147 753 las 184 98 880 IIIIIIIIIIIIII1II__IIIIIII--_IIIIIII- ----- IIIIIIIIIIIIII1IIIIIIIII.-_IIIIIIIIIII■--- • �000�o0 ------ 1 �000�000 AM TOTAL TRAFFIC 140 Years To Buildout 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7�14 7 Yearly Growth Rate 1.4% 1.4% 1.4% 1.4% 1.a% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4% 1.4%AM 1.4% BACKGROUND TRAFFIC GROWTH 1.4% 13 48 20 20 36 15 23 78 56 1a 70 AM TOTAL PROJECT AM NON -PROJECT TRAFFIC 140 513 1 212 220 1 369 1 166 247 Baa 603 147 753 las 184 98 880 1 101 ----- -- -• 1 7 1 7 1 - _ cl n- n- n-- cl 1 7 1 7 7 1 7 :I 77 SBR 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 14 16 19 35 46 17 18 75 17 AM TOTAL PROJECT 9 82 9 PM NON -PROJECT TRAFFIC 149 173 204 375 492 180 192 ------- 184 98 880 1 101 ----- -- ------ AM TOTAL TRAFFIC 140 513 ----- FRII FRI FRT FRR WRII WRI -- WRR NRII NRI NRT NRR RRII SRI SRT SRR EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ------ ----- --- •0 =1 I �000� 1 00�000�000 Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 SBR 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.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 14 16 19 35 46 17 18 75 17 AM TOTAL PROJECT 9 82 9 PM NON -PROJECT TRAFFIC 149 173 204 375 492 180 192 811 184 98 880 1 101 "PROJECT DISTRIBUTION" AM TOTAL TRAFFIC 140 513 I ANI] IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRII SRI SRT SRR "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By mlwh............ Trips I Net New101 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By Trips I Net New101 74 AM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 101 0 0 7a o AM TOTAL TRAFFIC 140 513 212 220 389 166 247 945 603 147 1 827 145 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TOTAL TRAFFIC 1 1 149 1 173 1 204 1 1 375 1 492 1 180 1 1 192 1 899 1 184 1 1 98 1 983 101 Evaluating unlicensed DynamicPDF feature. Click here for details r�1 "AM EXISTING TRAFFIC" EBU . ... . ... EBT EBR WBU WBL WBT WBR NBU TRAFFIC VOLUMES NOTICE NBR AT STUDY INTERSECTIONS mrrnvn requiremems m2lant. Neeiyof Miami `,y., rerewigmm permit app otlonmeets SBT SBR o permitapgiwot ppl ttMh,n JCI i i po nqI lk-iw pMii Manng naccordarcewiNtlmelines Ciyof a Net New Nb din 1 MiamiCotle.Th. apptit' bletleekbn-malting botlyw2lreWM� Mie permit apgiration M Mie puEtic Maung arq !stl v eXhs a Eeosm INTERSECTION: NW 13th Avenue and North Driveway 37 COUNT DATE: June 6, 2018 .'°a"°"«aflrul Al PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.92 01122/19 PM PEAK HOUR FACTOR: 0.92 'A "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements i i 1 22 a Net New Entevin� ��� 76 � 37 72 119 84 20.0% 80 s5 Distribution Peak Season Correction Factor 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 AM EXISTING CONDITIONS I I I I I I I I 1 1 123 1 1 1 1 98 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements i i i i i i i i i 1 83 1 i i 1 23 Peak Season Correction Factor 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1.030 PM EXISTING CONDITIONS I I I I I I I I 1 1 85 1 1 1 1 23 TOTAL r" TRAFFIC Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 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 1.4% 1.4% 1.4% AM BACKGROUND TRAFFIC GROWTH 13 10 AM NON -PROJECT TRAFFIC 136 toe -• _ _ cl n- n- r-- c1 ------- ----- -- ------ ----- -- Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 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 1.4% 1 1.4% 1 1.4% 1.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 9 2 PM NON -PROJECT TRAFFIC 94 25 "PROJECT DISTRIBUTION" I ANn IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT CRR Pass -By Entering LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU 50.0% 10.0% Distribution Exiting JIt0.o% Project I Pass - By 40.0% 1 1 16 1 i i 1 22 a Net New Entevin� ��� 76 � 37 72 �� 84 20.0% 80 30.0% 25.0% Distribution Exiting 131 -�r3o.o% AM TOTAL TRAFFIC � zo.0% 66 t5.0% 72 �� 196 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By a 1 1 16 1 i i 1 22 a Trips I Net New 76 50 37 72 109 84 AM TOTAL PROJECT TRAFFIC 80 66 37 72 131 Se AM TOTAL TRAFFIC 89 66 173 72 131 196 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR PM TOTAL TRAFFIC I I I I I I 111 1 1 87 1 1 1 144 1 60 1 1 113 1 102 Evaluating unlicensed DynamicPDF feature. Click here for details r�1 "AM EXISTING TRAFFIC" EBU . ... . ... EBT EBR WBU WBL WBT WBR NBU TRAFFIC VOLUMES NOTICE NBR AT STUDY INTERSECTIONS mrrnvn requiremems m2lant. Neeiyof Miami `,y., rerewigmm permit app otlonmeets SBT SBR o permitapgiwot ppl ttMh,n JCI 1 ���� po nqI lk-iw pMii Manng naccordarcewiNtlmelines Ciyof Net New Nb din 1 MiamiCotle.Th. apptit' bletleekbn-malting botlyw2lreWM� Mie permit apgiration M Mie puEtic Maung arq !stl v eXhs a Eeosm INTERSECTION: NW 13th Avenue and South Driveway 37 COUNT DATE: June 7, 2018 .'°a"°"«aflrul Al PZ -1 1 8-263 AM PEAK HOUR FACTOR: 0.92 01122/19 PM PEAK HOUR FACTOR: 0.92 'A "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 1 ���� 1 a Net New Enteying -1 �� 63 37 91 110 11.0% 25.0% 79 ao Distribution Peak Season Correction Factor 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 AM EXISTING CONDITIONS I I I I I I I I 1 1 113 1 1 1 1 82 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements i i i i i i i i i 1 82 1 i i 1 27 Peak Season Correction Factor 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1 1.030 1.030 PM EXISTING CONDITIONS I I I I I I I I 1 1 84 1 1 1 1 28 TOTAL "VESTED" TRAFFIC Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 7 7 7 7 1 7 1 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.a% 1.4% 1.4% 1.4% AM BACKGROUND TRAFFIC GROWTH 12 8 AM NON -PROJECT TRAFFIC 125 190 -• _ _ cl n- n- r-- c1 ------- ----- -- ------ ----- -- Years To Buildout 1 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 7 1 7 1 7 77 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 1.4% 1 1.4% 1 1.4% 1.a% 1.4% PM BACKGROUND TRAFFIC GROWTH 9 3 PM NON -PROJECT TRAFFIC 93 31 "PROJECT DISTRIBUTION" I ANn IISF TYPF FRII FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI SRT SRR Pass -By Entering LAND USE TYPE 40.0% WBT WBR NBU 10.0% Distribution Exiting SBT SBR Project a0.o% 10.0°b 1 1 4 1 1 ���� 1 a Net New Enteying -1 �� 63 37 91 90 11.0% 25.0% 79 25.0% Distribution Exiting 94 -�r25.o% AM TOTAL TRAFFIC zs.o% 67 162 109 94 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 I Pass - By 16 1 1 4 1 1 16 1 1 a Trips I Net New 63 63 37 91 90 51 AM TOTAL PROJECT TRAFFIC 79 67 37 169 94 51 AM TOTAL TRAFFIC 79 67 162 109 94 141 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR PM TOTAL TRAFFIC I I I I 1 1 106 1 1 93 1 1 1 126 1 93 1 1 80 1 101 Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewlrgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix J Future Background Conditions Anaiysis Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy Tlvs pmnitapgicafian Hillneed to be s heauka Ma Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 A.M. Peek Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 1: NW 12th Ave & NW 28th St Future Backg t Condit A. 1. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SPVjJL pZ-18-26 Lane Configurations t r r tl� t01/22/1f Traffic Volume (vph) 74 138 78 9 90 52 51 693 54 1218 Future Volume (vph) 74 138 78 9 90 52 51 693 54 1218 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 4 6 2 Detector Phase 8 8 8 4 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 14.0 14.0 14.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 44.0 44.0 44.0 44.0 44.0 44.0 76.0 76.0 76.0 76.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% 63.3% 63.3% 63.3% 63.3% 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 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None None C' -Max C -Max C -Max C -Max Intersection Summary 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report � (R) 04 76s -14S t 06fR 8 76s S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 1: NW 12th Ave & NW 28th St Future Backg t Condit A. 1. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 t r 8 4 r 44.0 t 44.0 Change Period (Y+Rc), s 6.0 6.0 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 Sat Flow, veh/h 0 184 1583 0 815 1,125 378 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 1,125 378 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 C B A A A B B 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 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 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] •. HCM 2010 AWSC Future Backgro Condiq"""" 2: NW 13th Ave & NW 22nd St A. 1. UAbtE Comple0onof slatl rexewiMicates I=rmi[appLracon meets m repuirementsuM Miam21aMlorthe Cityof Miami Cotle,oHy Thlspepnitappictlonwill reed w Y scheduled bra publicf mg, n M rymelines sec fotlh In the City of Ming hotly will renew te pertnil appticanonn Ne r, lwaringxgrentlereiNaa —n—or a erel deosion. Intersection Intersection Delay, s/veh 7.9 01/22/19 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0% 4M 0% 28% Vol Thru, % 44% 61% 38% 72% Vol Right, % 56% 0% 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 0.3 0.4 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, % 0% 39% 0% 28% Vol Thru, % 44% 61% 38% 72% Vol Right, % 56% 0% 62% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 124 44 71 79 LT Vol 0 17 0 22 Through Vol 55 27 27 57 RT Vol 69 0 44 0 Lane Flow Rate 138 48 78 88 Geometry Grp 2 7 7 2 Degree of Util (X) 0.153 0.07 0.1 0.108 Departure Headway (Hd) 4.006 5.218 4.583 4.437 Convergence,Y/N Yes Yes Yes Yes Cap 898 689 784 811 Service Time 2.014 2.931 2.296 2.446 HCM Lane V/C Ratio 0.154 0.07 0.099 0.109 HCM Control Delay 7.7 8.3 7.8 8 HCM Lane LOS A A A A HCM 95th -tile Q 0.5 0.2 0.3 0.4 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 3: NW 12th Ave & NW 22nd St t Condit A. 1. E Comp-nofSMff rehewiMisates permit "W' - mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBT SBL SBT r%-7 .4 26 Lane Configurations t tt 01/22M 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 4 2 Detector Phase 3 3 4 4 6 2 2 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 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 02(R) _403 1 04 805 29 s 21 5 tO6 (,R 'I 80 5 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Intersection Summar HCM 2000 Control Delay 12.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46 HCM Signalized Intersection 130.0 Sum of lost time (s) 18.0 Capacity 57.3% ICU Level of Service B Analysis 15 c Critical Lane Group Future Backgro•' Condit 3: NW 12th Ave & NW 22nd St A.1 E Comp-nof SMff rexewintlicates=rmi[appLracon mrels epuirements uMer Miarr�laMlorthre Ciry of Miami Cotl off Thspermitakau�gyi511re H w be scheGuled bra �blemu r gin rda melinessetfwrM1 In the Ciryof Miami TM1eapptirabletlecision-malting hotly will renew tle pertnil appticanon at the public lwaring antl rentlereiNaa Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S I,menaar'lon or a oral tleo cion. M -1g 93 Lane Configurations •#L 01/22/19 Traffic Volume (vph) 73 34 40 24 0 35 0 672 8101 • Future Volume (vph) 73 34 40 24 0 35 0 672 8 101 1099 Ideal Flow (vphpl) 1900 1900 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 0.95 1.00 0.95 Frt 1.00 0.92 0.92 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.98 1.00 0.95 1.00 Satd. Flow (prot) 1770 1713 1680 3533 1770 3539 At Permitted 0.95 1.00 0.83 1.00 0.35 1.00 Satd. Flow (perm) 1770 1713 1423 3533 652 3539 Peak -hour factor, PHF 0.90 0.90 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 1221 0 RTOR Reduction (vph) 0 36 0 0 63 0 0 0 0 0 0 0 Lane Group Flow (vph) 81 46 0 0 3 0 0 756 0 112 1221 0 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 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 Summar HCM 2000 Control Delay 12.2 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations Y HCM 2010 TWSC Future Backgro �� Condit 4: NW 13th Ave & NW 21st Terr A•M• E 112 Comple0onof slatl rexewiMicates permit afAGracon - mrepuiremennuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew Intersection tl�e pertnil apptican --n--mmend--n--or nNep r landrendereiNaa a ora -I aeosion. Int Delay, s/veh 2.1 01/22/19 Movement EBL EBR NBL NBT SBT SBR 0 Lane Configurations Y Major1 Major2 4 278 112 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 Pot Cap -1 Maneuver None 941 None Storage Length 0 913 - - Stage 2 Veh in Median Storage, # 0 - 0 0 Grade, % 0 Mov Cap -1 Maneuver 703 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations HCM 2010 TWSC Future Backgro �� Condit 5: NW 12th Ave & NW 21st Terr A•M• E tt Comple0onof slatl rexewiMicates permit afAGracon - mrepuirementsuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew Intersection tl�e pertnil appticanonat Nepublic Iwarinq rendereiNaa r--n--or a oral aeowsion. Int Delay, s/veh 0.1 01/22/19 Movement WBL WBR NBT NBR SBL SBT 0 Lane Configurations r t Conflicting Flow All tt 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 3 None None 0 None Storage Length 0 0 0 - - Veh in Median Storage, # 0 - 0 0 Platoon blocked, % 0 Grade, % 0 - 0 - 842 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 Minor1 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro �� Condit 6: NW 13th Ave & NW 21st St A•M• E Comp—nofA rexewiMicatespermi[ afAGracon - mrepuiremennuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance vM rymelirres sec fonb In the Ciryof Ming body will renew Intersection tle pertnil apptican --n--mmend--n--or nNep r landrendereiNaa a ora -I aeosion. Int Delay, s/veh 4.4 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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 Minor1 Major1 Major2 Conflicting Flow All 262 258 75 284 254 95 83 0 0 107 0 0 Stage 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 NB SB__ HCM Control Delay, s 9.5 9.3 1.4 � _ 1 _ HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations HCM 2010 TWSC Future Backgro �� Condit 7: NW 12th Ave & NW 21st St A•M• E 610 Comp—nofA rexewiMicatespermi[ afAGracon - mrepuiremennuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fonb In the Ciryof Ming body will renew Intersection tl�e pertnil apptican --n--mmend--n--or nNep r landrendereiNaa a ora -I aeosion. Int Delay, s/veh 0.1 01/22/19 Movement EBL EBR NBL NBT SBT SBR 0 Lane Configurations r tt tt 610 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 3 None - None 0 None Storage Length 0 0 0 - 0 0 Veh in Median Storage, # 0 - 0 0 0 Grade, % 0 - Mov Cap -1 Maneuver 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 8- NW 20th St & NW 17th Avenue Future Backg -11 --1. r .4- t t Condit A. 1. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S PZ -18-26 Lane Configurations 20S t s 1 054S t t rt rNAb.01/22M 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 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 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 rR) o3 04 20s 1 166S 20S 54s 05 XO6 [R) 07 T 08 20S 66 s i20 s 1 054S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 8: NW 20th St & NW 17th Avenue Future Backg t Condit A. 1. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 t r 12.1 "Y%ILIF 19.9 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 Sat Flow, 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 °/vile 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 B B 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 9: NW 14th AVe & NW 20th St Future Backg -11 � r .4- t Condit A. 1. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations t 62s t t r 01/22/1f 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 4 4 8 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 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 01 1 02'R o4 Zis 1775 62s o 5 6 fR) ■ 08 21s 1 077S 62s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 9: NW 14th AVe & NW 20th St Future Backg t Condit A. 1. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 4 5 t 8 Phs Duration (G+Y+Rc), s t r 48.2 17.3 94.5 Traffic Volume (veh/h) 61 919 238 222 606 31 96 105 179 23 270 53 Future Volume (veh/h) 61 919 238 222 606 31 96 105 179 23 270 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 1863 1863 1863 1900 1863 1900 Adj Flow Rate, veh/h 65 978 253 236 645 33 102 112 190 24 287 56 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 0 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 510 1542 398 341 2031 '104 172 491 417 43 374 71 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 0.26 Sat Flow, veh/h 1774 2787 719 1774 3426 '175 1033 1863 1583 72 1421 269 Grp Volume(v), veh/h 65 620 611 236 333 345 102 112 190 367 0 0 Grp Sat Flow(s),veh/h/In 1774 1770 1736 1774 1770 1832 1033 1863 1583 1762 0 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 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 0.0 Prop In Lane 1.00 0.41 1.00 0.10 1.00 1.00 0.07 0.15 Lane Grp Cap(c), veh/h 510 979 961 341 1049 1086 172 491 417 488 0 0 V/C Ratio(X) 0.13 0.63 0.64 0.69 0.32 0.32 0.59 0.23 0.46 0.75 0.00 0.00 Avail Cap(c_a), veh/h 621 979 961 382 1049 1086 261 652 554 638 0 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 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 0.00 0.00 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 0.0 0.0 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 0.0 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 0.0 °/vile BackOfQ(50%),veh/In 1.2 13.9 13.8 4.7 4.3 4.5 4.6 3.9 7.1 15.7 0.0 0.0 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 0.0 0.0 LnGrp LOS B B B C A A E D D E 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 10: NW 13th Ave & NW 20th St Future Backg -11 --1. r .4- t t Condit A. 1. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S PZ -18-26 Lane Configurations t t r4 p%qjoh, 01/22M 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 4 4 8 8 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 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 � (R) 04 110 s A50 50 o 543o rR� Is T 08 ?_44 s 086S s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 10: NW 13th Ave & NW 20th St Future Backg t Condit A. 1. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 tib 5 6 t Phs Duration (G+Y+Rc), s 110.0 50.0 r 99.0 50.0 Change Period (Y+Rc), s 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 11: NW 12th Ave & NW 20th St Future Backg -11 --1. r .4- t t Condit A. 1. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT r%-7 .4 26 Lane Configurations 8 t t 57s tt r t 01/22M 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 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) 103 04 2As62s} 2-1s 575 05 106 [R) & 8 20s 1 062s pis I 57s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 11: NW 12th Ave & NW 20th St Future Backg t Condit A. 1. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 tt r 16.9 70.2 18.1 Traffic Volume (veh/h) 153 767 186 159 544 83 96 453 194 112 829 148 Future Volume (veh/h) 153 767 186 159 544 83 96 453 194 112 829 148 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 161 807 196 167 573 87 101 477 204 118 873 156 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 320 842 204 196 928 '141 121 1387 745 138 1205 215 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 0.53 Sat Flow, 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 D E E E C C F C C 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 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+11), 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 46.6 HCM 2010 LOS D Notes K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 12: Bob Hope Dr/NW 10th Ave & NW 20th St Future Backg -11 --1. r .4- t t Condit A. M. it A UtE Comple0onof slatl rehewiMicates I=rmi[appLracon rtireb mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Codec Tnls pemitapgica�bnwillre H w be scheGuled bra WOIic M1e,nng In rtlanc -ffi timelirea uffwlM1 In iM1e Ciryof Miam i Co tle. TM1e applicable --n hotly wi II renew tl�e pertnii appticanon at the public f wmirq aM rentkr eiNa a re<ol,menaat'lon or acral tleosion. Lane Group EBL EBT WBL WBT NBL NBT SBL SBT PZ 18-26 Lane Configurations, 07 1 T 08 21s 080S his 1 038S 01/22/1f 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 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 01 1 02 ■ 0 t04 Zis 1805 Zis 38s o5 4 fR 07 1 T 08 21s 080S his 1 038S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 12: Bob Hope Dr/NW 10th Ave & NW 20th St Future Backg t Condit A. M. it A utE ComPleaonoislatl reiewiMisates permitappLracon fM m repuir='PpWe Miartv21a W the Ciryoi Mib Cotle. oriy Tnlspermitapgicar'wnv- Hw be sch-C bra public Mannq In acmrtlarre v�M timelirressec b d In the Ciryoi Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 8 Phs Duration (G+Y+Rc), s 14.7 86.6 14.0 Traffic Volume (veh/h) 136 571 416 94 494 52 164 183 99 77 230 74 Future Volume (veh/h) 136 571 416 94 494 52 164 183 99 77 230 74 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 1900 1863 1863 1900 Adj Flow Rate, veh/h 151 634 462 104 549 58 182 203 110 86 256 82 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 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 Percent Heavy Veh, % 2 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 86 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 0.20 Sat Flow, veh/h 1774 1957 1424 1774 3232 341 1774 1138 616 1774 1353 433 Grp Volume(v), veh/h 151 573 523 104 300 307 182 0 313 86 0 338 Grp Sat Flow(s),veh/h/In 1774 1770 1612 1774 1770 1803 1774 0 1754 1774 0 1786 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 29.9 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 29.9 Prop In Lane 1.00 0.88 1.00 0.19 1.00 0.35 1.00 0.24 Lane Grp Cap(c), veh/h 491 916 834 292 892 908 221 0 424 215 0 356 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 0.95 Avail Cap(c_a), veh/h 561 916 834 385 892 908 224 0 424 293 0 357 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) 0.44 0.44 0.44 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 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 63.2 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 34.2 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 3.2 14.0 13.0 2.2 5.8 6.0 7.4 0.0 13.5 3.0 0.0 18.1 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 97.5 LnGrp LOS B B B C B B E E D F 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 13: NW 12th Ave & NW 16th St Future Backg Condit A. 1. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT r%-7 .4 26 Lane Configurations t r t tt 01/22M 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% 4.8.1% 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 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 01 02 rR' 04 185 JJs 65s %k5 1 } 06 ',R) 8 18s 1 077S 065S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 13: NW 12th Ave & NW 16th St Future Backg t Condit A. 1. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 1� 4 5 t r Phs Duration (G+Y+Rc), s t 112.4 ) t 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 0.2.8 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 °/vile 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 14: NW 12th Ave & NW 14th St Future Backg -11 � r .4- t Condit A. 1. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations 1 -11�08 tt Wo5 t tt r tt 01/22/1f 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 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 O2'R'f 111 03 i 04 ?_?s 1 06?_ S 210s 1 E55s 05 1 I O6 fR'f 007 1 -11�08 23S 1 E625 Wo5 1 E45S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 14: NW 12th Ave & NW 14th St Future Backg t Condit A. 1. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tt 3 4 t 6 7 tt r ) t Traffic Volume (veh/h) 140 513 212 220 389 166 247 844 603 147 753 145 Future Volume (veh/h) 140 513 212 220 389 166 247 844 603 147 753 145 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 44.2 1.00 1.00 1.00 1.00 HCM 2010 LOS 1.00 1.00 D 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 '171 255 870 622 152 776 149 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 276 564 233 252 647 273 383 1485 838 251 1650 314 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 Sat Flow, veh/h 1774 2446 1009 1774 2429 1023 1774 3539 1583 1774 4291 817 Grp Volume(v), veh/h 144 382 366 227 291 281 255 870 622 152 612 313 Grp Sat Flow(s),veh/h/In 1774 1770 1685 1774 1770 1682 1774 1770 1583 1774 1695 1719 Q Serve(g_s), s 9.8 33.9 34.1 15.4 23.1 23.5 14.0 25.8 47.2 8.3 18.6 18.8 Cycle Q Clear(g_c), s 9.8 33.9 34.1 15.4 23.1 23.5 14.0 25.8 47.2 8.3 18.6 18.8 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 276 408 389 252 472 448 383 1485 838 251 1304 661 V/C Ratio(X) 0.52 0.94 0.94 0.90 0.62 0.63 0.67 0.59 0.74 0.61 0.47 0.47 Avail Cap(c_a), veh/h 289 420 400 312 531 505 383 1485 838 313 1304 661 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 0.92 0.92 0.92 Uniform Delay (d), s/veh 43.3 60.4 60.5 43.7 51.5 51.7 25.6 26.2 22.0 28.1 28.6 28.6 Incr Delay (d2), s/veh 0.6 27.8 29.7 21.7 1.5 1.7 3.5 1.7 5.9 0.8 1.1 2.2 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 4.8 19.7 19.1 9.0 11.5 11.1 7.1 12.9 21.9 4.1 8.8 9.2 LnGrp Delay(d),s/veh 43.9 88.2 90.2 65.4 53.0 53.4 29.1 27.9 27.9 28.9 29.7 30.9 LnGrp LOS D F F E D D C C C C C C Approach Vol, veh/h 892 799 1747 1077 Approach Delay, s/veh 81.8 56.7 28.1 29.9 Approach LOS F E C C 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 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+11), s 16.0 20.8 11.8 25.5 10.3 49.2 17.4 36.1 Green Ext Time (p -c), s 0.0 2.5 0.0 3.0 0.1 1.8 0.2 0.8 Intersection Summary HCM 2010 Ctrl Delay 44.2 HCM 2010 LOS D K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy Tlvs pmnitapgicafian Hillneed to be s heauka Ma Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 P.M. Peek Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 1: NW 12th Ave & NW 28th St '; t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL S Lane Configurations � (R) t r -14S 4 r 76s t K Traffic Volume (vph) 66 116 60 8 169 106 109 1357 51 650 Future Volume (vph) 66 116 60 8 169 106 109 1357 51 650 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 4 6 2 Detector Phase 8 8 8 4 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 14.0 14.0 14.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 44.0 44.0 44.0 44.0 44.0 44.0 76.0 76.0 76.0 76.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% 63.3% 63.3% 63.3% 63.3% 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 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None None C' -Max C -Max C -Max C -Max Intersection Summar 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 Condit P.M. E Comp-nof Aatl rehewiMicates =rmit app"on mrels mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Codec . Tnls pemitapgica�bnwillre H w be sh,h-ed bra M M1eanng In rtlance vnM timelinea uffwlM1 In iM1e Ciryof Miam Co tle. TM1e apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanonattllept wmingxgrentlereidtaa recommendarwn or a r.fioral tleosion. K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report � (R) 04 76s -14S t 06fR 8 76s S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 1: NW 12th Ave & NW 28th St Future Backg t Condit P.M. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 t r 8 4 r 44.0 t 44.0 Change Period (Y+Rc), s 6.0 6.0 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 1,125 699 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 0.2.5 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 C B B B B A A Approach Vol, veh/h 254 298 1569 820 Approach Delay, s/veh 399.9 31.7 111.1 8.3 Approach LOS F C B A Timer 1 2 3 4 5 6 7 8 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 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] (." " HCM 2010 AWSC Future Backgrodit��" 2: NW 13th Ave & NW 22nd St E f slatl rirementsuM Miam21aMlortheCityofMiami pennitappictlonwill reed w Y scheduled bra acmrdarre v�M rymelines sec fotlh In the City of pticanon at the public lwarng xgrentlereiNaa ecpmmendat'lon or a final dec wn. Intersection ��_. st_�a3 Intersection Delay, s/veh 7.4 01/22/19 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 0% 4M 0% 5% Vol Thru, % 56% 79% 74% 95% Vol Right, % 44% 0% 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 0.1 0.1 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, % 0% 21% 0% 5% Vol Thru, % 56% 79% 74% 95% Vol Right, % 44% 0% 26% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 96 29 31 19 LT Vol 0 6 0 1 Through Vol 54 23 23 18 RT Vol 42 0 8 0 Lane Flow Rate 107 32 34 21 Geometry Grp 2 7 7 2 Degree of Util (X) 0.113 0.043 0.043 0.024 Departure Headway (Hd) 3.799 4.862 4.573 4.137 Convergence,Y/N Yes Yes Yes Yes Cap 935 734 780 856 Service Time 1.856 2.607 2.317 2.207 HCM Lane V/C Ratio 0.114 0.044 0.044 0.025 HCM Control Delay 7.3 7.8 7.5 7.3 HCM Lane LOS A A A A HCM 95th -tile Q 0.4 0.1 0.1 0.1 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 3: NW 12th Ave & NW 22nd St t Poro n d i I R"'� P.M. E Comp-nofSMff rehewiMisates permit "W' - mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBT SBL SBT r%-7 .4 26 Lane Configurations t tt 01/22M 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 4 2 Detector Phase 3 3 4 4 6 2 2 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 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) 9 _3 04 805 1 355 X55 tO6 80S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Intersection Summar HCM 2000 Control Delay 12.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.54 HCM Signalized Intersection 140.0 Sum of lost time (s) 18.0 Capacity 60.9% ICU Level of Service B Analysis 15 c Critical Lane Group Future Backgro •' Condit 3: NW 12th Ave & NW 22nd St P.M• E Comp-nof SMff rexewintlicates permi[afALracon mrels epuirementsuMer Miarr�laMlor Ciry of Miami Cotl off Thspennita kau�gy-i Hw be scheGu 0tyf �blemu r gin rda melirres setfwrM1 In the Ciryof Miami TM1eapptirabletlecision-malting hotly will renew tl�e pertnil appticanon at the Oubtic lwaring antl rentlereiNaa Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S I,menaar'lon or a oral tleo cion. S -1g3 Lane Configurations " •#� 01/22/19 Traffic Volume (vph) 44 8 17 18 0 91 0 1350 11 1 26 • Future Volume (vph) 44 8 17 18 0 91 0 1350 11 26 612 Ideal Flow (vphpl) 1900 1900 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 0.95 1.00 0.95 Frt 1.00 0.90 0.89 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.99 1.00 0.95 1.00 Satd. Flow (prot) 1770 1673 1639 3535 1770 3539 At Permitted 0.95 1.00 0.94 1.00 0.14 1.00 Satd. Flow (perm) 1770 1673 1546 3535 255 3539 Peak -hour factor, PHF 0.90 0.90 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 29 680 0 RTOR Reduction (vph) 0 18 0 0 95 0 0 0 0 0 0 0 Lane Group Flow (vph) 49 10 0 0 26 0 0 1512 0 29 680 0 Turn Type Split NA Perm NA NA Perm NA Protected Phases 3 3 4 6 2 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 g/C 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 Summar 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations Y HCM 2010 TWSC Future Backgro�!Condit 4: NW 13th Ave & NW 21 st Terr P.M. E 28 ComPleOonof slatl rexewiMicates permi[afALracon mrels m repuiremenn uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls ffiperrnitapgicar'Ifl— H w be scheGuledbra public Madnq In accordance v�melirres sec fohb In the Ciryof Ming body will renew Intersection tl�e pertnil apptican nN- r.l-I andrendereiNaa recommendarwn or a oral aeosion. Int Delay, s/veh 1 01/22/19 Movement EBL EBR NBL NBT SBT SBR 0 Lane Configurations Y Major1 Major2 4 149 28 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 Pot Cap -1 Maneuver None 1047 None Storage Length 0 995 - - Stage 2 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations Major1 Major2 HCM 2010 TWSC Future Backgro�!Condit 5: NW 12th Ave & NW 21 st Terr P.M. E tt ComPleOonof slatl rexewiMicates permi[afALracon mrels m repuirements uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls ffiperrnitapgicar'Ifl— H w be scheGuledbra public Madnq In accordance v�melirres sec fohb In the Ciryof Ming body will renew Intersection tl�e pertnil appticanonat Nepublic Iwarinq rendereiNaa r--n--or a oral aeowsion. Int Delay, s/veh 0.2 01/22/19 Movement WBL WBR NBT NBR SBL SBT 0 Lane Configurations Major1 Major2 r t 698 0 0 Stage 1 tt 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 Mov Cap -2 Maneuver None - - - - - None Storage Length - - - - - 0 - - - - - - Approach - Veh in Median Storage, # 0 - 0 HCM LOS B 0 Grade, % 0 - 0 600 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 Minor1 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report HCM 2010 TWSC Future Backgro!Condit 6: NW 13th Ave & NW 21st St P.M. E ComPleOonof slatl rexewiMicates permi[afALracon mrels m repuiremenn uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls ffiperrnitapgicar'Ifl— H w be scheGuledbra public Madnq In accordance vmelirres sec fohb In the Ciryof Ming body will renew Intersection tle pertnil apptican nN- r.l-I andrendereiNaa recommendarwn or a oral aeosion. Int Delay, s/veh 3.5 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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 - - 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 84 24 7 28 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 187 190 30 198 179 96 31 0 0 108 0 0 Stage 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 � _ 1.3 _ HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations HCM 2010 TWSC Future Backgro�!Condit 7: NW 12th Ave & NW 21st St P.M. E 0 0 ComPleOonof slatl rexewiMicates permi[afALracon mrels m repuiremenn uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls ffiperrnitapgicar'Ifl— H w be scheGuledbra public Madnq In accordance v�melirres sec fohb In the Ciryof Ming body will renew Intersection tl�e pertnil apptican nN- r.l-I andrendereiNaa recommendarwn or a oral aeosion. Int Delay, s/veh 0.1 01/22/19 Movement EBL EBR NBL NBT SBT SBR 0 Lane Configurations r Conflicting Flow All tt tt 0 0 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 0 None 0 0 None 0 None Storage Length Platoon blocked, % 0 - Mov Cap -1 Maneuver - Veh in Median Storage, # 0 - - 0 0 Stage 1 Grade, % 0 - Stage 2 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 8- NW 20th St & NW 17th Avenue Future Backg -11 --1. r .4- t t Condit P.M. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S p7-18-26 Lane Configurations t t t r t 01/22/ 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 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 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 01 1 02'R 03 04 his 'is18s 50IS o5 �4�o fR) 07 T 08 50S 21s 1 071S 18s1 1 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 8: NW 20th St & NW 17th Avenue Future Backg t Condit P.M. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 t r 14.4 "Y%ILIF 14.9 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 Sat Flow, veh/h 1774 3061 486 1774 3286 294 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 141 363 366 140 624 (341 119 433 101 104 337 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 °/vile 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 C B B B C C D 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future Backgro 9: NW 14th AVe & NW 20th St --1- .4- t t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Condit P.M. E Comp-nof SMff rehewiMicates permit 'W" M-, mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Configurations 1 02(R) t Zis 179s t 60Is t r 01/22M 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 4 4 8 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 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 1 1 02(R) 04 Zis 179s 60Is ;""o 5 6 fR) ■ 08 21s 1 079s 60s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 9: NW 14th AVe & NW 20th St Future Backg t Condit P.M. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 4 5 t 8 Phs Duration (G+Y+Rc), s t r 60.0 12.8 87.2 Traffic Volume (veh/h) 47 633 101 103 1045 28 305 384 355 15 94 51 Future Volume (veh/h) 47 633 101 103 1045 28 305 384 355 15 94 51 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 1900 1863 1900 Adj Flow Rate, veh/h 49 666 106 108 1100 29 321 404 374 16 99 54 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 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 276 1553 247 404 1828 48 283 629 534 47 272 138 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 0.34 Sat Flow, veh/h 1774 3060 486 1774 3523 93 1229 1863 1583 66 805 409 Grp Volume(v), veh/h 49 385 387 108 552 577 321 404 374 169 0 0 Grp Sat Flow(s),veh/h/In 1774 1770 1777 1774 1770 1846 1229 1863 1583 1280 0 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 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 0.0 Prop In Lane 1.00 0.27 1.00 0.05 1.00 1.00 0.09 0.32 Lane Grp Cap(c), veh/h 276 898 902 404 918 958 283 629 534 457 0 0 V/C Ratio(X) 0.18 0.43 0.43 0.27 0.60 0.60 1.14 0.64 0.70 0.37 0.00 0.00 Avail Cap(c_a), veh/h 387 898 902 495 918 958 283 629 534 457 0 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 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 0.00 0.00 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 0.0 0.0 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 0.0 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 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 0.0 0.0 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 0.0 0.0 LnGrp LOS B B B B B B F D D D 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 10: NW 13th Ave & NW 20th St Future Backg -11 --1. r .4- t t Condit P.M. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S p7-18-26 Lane Configurations 01/22/1f 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 4 4 8 8 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 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 2'R ■ 04 110 s 50 o5 �4�o fR) Is T 08 21s 1 089S 11 50s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 10: NW 13th Ave & NW 20th St Future Backg t Condit P.M. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 tib 5 6 t Phs Duration (G+Y+Rc), s 123.8 36.2 r 112.8 36.2 Change Period (Y+Rc), s Traffic Volume (veh/h) 79 883 12 7 1093 64 14 3 18 14 2 58 Future Volume (veh/h) 79 883 12 7 1093 64 14 3 18 14 2 58 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 81 901 12 7 1115 65 14 3 18 14 2 59 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 364 2410 32 495 2525 '147 49 7 289 50 5 289 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 0.18 Sat Flow, veh/h 473 3576 48 1774 3399 '198 42 36 1583 45 25 1583 Grp Volume(v), veh/h 81 446 467 7 580 (300 17 0 18 16 0 59 Grp Sat Flow(s),veh/h/In 473 1770 1854 1774 1770 1828 78 0 1583 70 0 1583 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 5.1 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 5.1 Prop In Lane 1.00 0.03 1.00 0.11 0.82 1.00 0.87 1.00 Lane Grp Cap(c), veh/h 364 1193 1250 495 1314 1358 55 0 289 55 0 289 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 0.20 Avail Cap(c_a), veh/h 364 1193 1250 606 1314 1358 186 0 435 188 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) 0.89 0.89 0.89 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 1.00 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 55.6 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 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 0.0 0.0 °/vile 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 2.3 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 56.3 LnGrp LOS A A A A A A E D E 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 Timer 1 2 3 4 5 6 7 8 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 11: NW 12th Ave & NW 20th St Future Backg -11 --1. r .4- t t Condit P.M. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations 8 t t 57s tt r t 01/22/1f 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 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 04 21ds62s} 71s 57s 05 106 [R) f o7 8 20s 1 062s pis I 57s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 11: NW 12th Ave & NW 20th St Future Backg t Condit P.M. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 tt r 20.0 WALLS 21.0 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 Sat Flow, 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 61.1 172.4 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 12: Bob Hope Dr/NW 10th Ave & NW 20th St Future Backg -11 --1. r .4- t t Condit P.M. it A UtE Comple0onof slatl rehewiMicates I=rmi[appLracon rtireb mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Codec Tnls pemitapgica�bnwillre H w be scheGuled bra WOIic M1e,nng In rtlanc -ffi timelirea uffwlM1 In iM1e Ciryof Miam i Co tle. TM1e applicable --n hotly wi II renew tl�e pertnii appticanon at the public f wmirq aM rentkr eiNa a re<ol,menaat'lon or acral tleosion. Lane Group EBL EBT WBL WBT NBL NBT SBL SBT r%-7 .4 26 Lane Configurations 07 T 08 21s 1 070S , 1 048S 01/22M 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 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 02 \11-e? t04 Z 1 5 1705 21 5 148S ; o5 4 fR 07 T 08 21s 1 070S 1 111111121S 1 048S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 12: Bob Hope Dr/NW 10th Ave & NW 20th St Future Backg t Condit P.M. it A utE ComPleaonoislatl reiewiMisates permitappLracon fM m repuir='PpWe Miartv21a W the Ciryoi Mib Cotle. oriy Tnlspermitapgicar'wnv- Hw be sch-C bra public Mannq In acmrtlarre v�M timelirressec b d In the Ciryoi Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 8 Phs Duration (G+Y+Rc), s 16.8 84.3 10.9 Traffic Volume (veh/h) 183 613 138 37 699 85 387 389 136 46 68 76 Future Volume (veh/h) 183 613 138 37 699 85 387 389 136 46 68 76 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 1900 1863 1863 1900 Adj Flow Rate, veh/h 195 652 147 39 744 90 412 414 145 49 72 81 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 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 408 1525 343 386 1557 '188 359 346 121 99 160 180 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 0.20 Sat Flow, veh/h 1774 2872 647 1774 3180 385 1774 1319 462 1774 802 902 Grp Volume(v), veh/h 195 401 398 39 414 420 412 0 559 49 0 153 Grp Sat Flow(s),veh/h/In 1774 1770 1749 1774 1770 1795 1774 0 1781 1774 0 1704 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 12.6 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 12.6 Prop In Lane 1.00 0.37 1.00 0.21 1.00 0.26 1.00 0.53 Lane Grp Cap(c), veh/h 408 940 929 386 866 879 359 0 468 99 0 340 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 0.45 Avail Cap(c_a), veh/h 455 940 929 506 866 879 359 0 468 211 0 447 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) 0.77 0.77 0.77 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 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 56.3 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 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 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 6.0 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 57.0 LnGrp LOS B B B B B B F F D E 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 13: NW 12th Ave & NW 16th St Future Backg Condit P.M. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT PZ 18-26 Lane Configurations t r t tt 01/22/1f 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 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report 195 9a5 65s %k 5 t06 'R) X08 195 1 096S 0655 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 13: NW 12th Ave & NW 16th St Future Backg t Condit P.M. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 1� 4 5 t r Phs Duration (G+Y+Rc), s t 133.0 ) t 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 Sat Flow, 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 14: NW 12th Ave & NW 14th St Future Backg -11 --1. r .4- t t Condit P.M. E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations -008 tt 71s 11111111131S t 56s tt r tt 01/22/1f 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 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 01 0?_ (R) 0; 04 S 715 315 056S Y00.7 05 106 (R' -008 22s 71s 11111111131S 56s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - 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 14: NW 12th Ave & NW 14th St Future Backg t Condit P.M. E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM mrepuiremenn uMer Miartv 2laMlortbe Ciry of Miaml Cotle. oriy Tnls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tt 3 4 t 6 7 tt r ) MMWA 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 57.0 1.00 1.00 1.00 1.00 HCM 2010 LOS 1.00 1.00 E 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 Sat Flow, 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 E E E F F F C C B C C C 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Background.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewlrgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy TMspmnitapgicafian Hillneed to lae. heduMEfora Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 Appendix K Future Total Conditions Analysis Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy Tlvs pmnitapgicafian Hillneed to be s heauka Ma Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 A.M. Peek Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 1: NW 12th Ave & NW 28th St t Future T r? i C ndit� A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SPVjJL pZ-18-26 Lane Configurations t r r t t0112211E Traffic Volume (vph) 74 138 78 9 90 52 51 774 54 1329 Future Volume (vph) 74 138 78 9 90 52 51 774 54 1329 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 4 6 2 Detector Phase 8 8 8 4 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 14.0 14.0 14.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 44.0 44.0 44.0 44.0 44.0 44.0 76.0 76.0 76.0 76.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% 63.3% 63.3% 63.3% 63.3% 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 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None None C' -Max C -Max C -Max C -Max Intersection Summary 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report � (R) 04 76s -14S t 06fR 8 76s S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 1: NW 12th Ave & NW 28th St t Future T Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 t r 8 4 r 44.0 t 44.0 Change Period (Y+Rc), s 6.0 6.0 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 Sat Flow, veh/h 0 175 1583 0 787 1,125 337 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 1,125 337 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 C C A A A B B 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 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 28.7 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] •" HCM 2010 AWSC Future T Condi 2: NW 13th Ave & NW 22nd St A.M. 6 a E —p—nnl,.nre ewi�ka,esp rmtapp'aonmee- mrepuirementsppWe M '1 W tlae Ciryof b, wbik y g, perrnitapgicar'Iffifl— H w be scheGuled bra public Mannq In acmrtlarre v�M timelirres sec fMb In the Ciryol Ming hotly will renew tl�e pertnil appticanon at the public lwaring antl rentlereiNaa recommendarwn or a oral tleosion. Intersection P7_1 st_9a3 Intersection Delay, s/veh 9.7 01/22/19 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 13% 4M 0% 100% 28% Vol Thru, % 24% 61% 24% 0% 72% Vol Right, % 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 0.174 0.281 WB HCM Control Delay 9.9 NB 8.8 10.4 SB HCM Lane LOS A Opposing Approach WB B A EB 1.4 0.2 SB 1.1 0.4 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, % 13% 39% 0% 100% 28% Vol Thru, % 24% 61% 24% 0% 72% Vol Right, % 63% 0% 76% 0% 0% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 225 44 111 171 79 LT Vol 29 17 0 171 22 Through Vol 55 27 27 0 57 RT Vol 141 0 84 0 0 Lane Flow Rate 250 48 123 190 88 Geometry Grp 2 7 7 5 2 Degree of Util (X) 0.32 0.077 0.171 0.278 0.127 Departure Headway (Hd) 4.609 5.744 5.009 5.258 5.217 Convergence, Y/N Yes Yes Yes Yes Yes Cap 775 619 708 676 680 Service Time 2.675 3.528 2.792 3.34 3.302 HCM Lane V/C Ratio 0.323 0.078 0.174 0.281 0.129 HCM Control Delay 9.9 9 8.8 10.4 9.1 HCM Lane LOS A A A B A HCM 95th -tile Q 1.4 0.2 0.6 1.1 0.4 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 3: NW 12th Ave & NW 22nd St -11 --1- .4- t t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT P?Cr ndi?4;�-fs -N, t A. 1. 6 E Comp-nofSMff rehewiMisates permit "W' - mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Configurations _403 1 04 805 29 s 1 E21 5 t tt 01/22M 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 4 6 2 Detector Phase 3 3 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 22.0 Total Split (s) 29.0 29.0 21.0 21.0 80.0 80.0 80.0 80.0 Total Split (%) 22.3% 22.3% 16.2% 16.2% 61.5% 61.5% 61.5% 61.5% 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 Total Lost Time (s) 6.0 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 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 02(R) _403 1 04 805 29 s 1 E21 5 tO6 (,R 'I 80 5 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Intersection Summar 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 HCM Signalized Intersection 76.8% ICU Level of Service D Capacity 15 Analysis Future T •' Condit 3: NW 12th Ave & NW 22nd St M.46bt E Comp-nof SMff rexewintlicates permi[appLracon mrels epuirementsuMer laMlor the Ciryof Miami Cotl off Thspennita akar Ilre Hw be sche- Otyrf �blemu r gin rda melirres setfwrM1 In the Ciryo Miami TM1eapptirabletlecision-malting hotly rrenew tle pertnil appticanon at the public lwaring anG rentlereiNaa Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S mmenaar'wn or a oral aeo cion. S -1g3 Lane Configurations t •# 01/22/19 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 1086 Ideal Flow (vphpl) 1900 1900 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 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.92 0.92 1.00 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.98 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1705 1680 1770 3533 1770 3485 At Permitted 0.95 1.00 0.83 0.16 1.00 0.34 1.00 Satd. Flow (perm) 1770 1705 1419 293 3533 629 3485 Peak -hour factor, PHF 0.90 0.90 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 1207 138 RTOR Reduction (vph) 0 38 0 0 63 0 0 0 0 0 0 0 Lane Group Flow (vph) 157 49 0 0 3 0 52 769 0 112 1345 0 Turn Type Split NA Perm NA Perm NA Perm NA Protected Phases 3 3 4 6 2 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 g/C 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 Summar 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 TWSC Future TCondit 4: NW 13th Ave & NW 21 st Terr ' A.M. 6 a E Comple0onof slatl reiewiMicates permit afAGracon - mrepuirementsuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Intersection Int Delay, s/veh 2.1 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Major1 Major2 Conflicting Flow All 570 292 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 - - 0 - Grade, % - 0 - - 0 - 737 0 - 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 Major1 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 0.5 0.1 HCM LOS B 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 TWSC Future TCondit 5: NW 12th Ave & NW 21 st Terr ' A.M. 6 a E Comple0onof slatl reiewiMicates permit afAGracon - mrepuirementsuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Intersection Int Delay, s/veh 0.5 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r r t tt 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 - - 0 - 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 Minor1 Major1 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) 662 816 HCM Lane V/C Ratio 0.122 0.014 HCM Control Delay (s) 11.2 9.5 HCM Lane LOS B A HCM 95th %tile Q(veh) 0.4 0 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report HCM 2010 TWSC Future T �� Condit a 6: NW 13th Ave & NW 21st St ' A.M. 6 E Comp—nofA reiewiMicatespermit afAGracon - mrepuirementsuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance vM rymelirres sec fonb In the Ciryof Ming body will renew Intersection tle pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Int Delay, s/veh 3.3 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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 Minor1 Major1 Major2 Conflicting Flow All 568 564 185 590 560 241 193 0 0 253 0 0 Stage 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 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 - - - Stage 1 909 899 - 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations HCM 2010 TWSC Future T �� Condit a 7: NW 12th Ave & NW 21st St ' A.M. 6 E 0 0 Comp—nofA reiewiMicatespermit afAGracon - mrepuirementsuMerKi 21-1.r 1. Ciry of Mi Cotle,oHy Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fonb In the Ciryof Ming body will renew Intersection tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Int Delay, s/veh 0.3 01/22/19 Movement EBL EBR NBL NBT SBT SBR 0 Lane Configurations r Conflicting Flow All tt tt 0 0 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 0 None 0 0 None 0 None Storage Length Platoon blocked, % 0 - Mov Cap -1 Maneuver - Veh in Median Storage, # 0 - - 0 0 Stage 1 Grade, % 0 - Stage 2 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 8- NW 20th St & NW 17th Avenue Future T -11 --1. r .4- t t r? i C ndit� A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S p7-18-26 Lane Configurations 20S ti� s 1 054S t"� t r t01/22/1f 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 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 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 rR) o3 04 20s 1 166S 20S 54s o5 X06 [R) 07 T 08 20S 66 s i20 s 1 054S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 8: NW 20th St & NW 17th Avenue t Future T Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 t r 12.1 "Y%ILIF 19.9 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 Sat Flow, 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 °/vile 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 9: NW 14th AVe & NW 20th St Future T -11 � r .4- t r? i C ndit� A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations t 62s t t r 01/22/1f 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 4 4 8 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 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 01 1 02'R o4 Zis 1775 62s o 5 6 fR) ■ 08 21s 1 077S 62s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 9: NW 14th AVe & NW 20th St t Future T Condit A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 4 5 t 8 Phs Duration (G+Y+Rc), s t r 50.1 17.6 92.2 Traffic Volume (veh/h) 91 949 238 222 628 31 96 105 179 23 270 75 Future Volume (veh/h) 91 949 238 222 628 31 96 105 179 23 270 75 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 1900 1863 1900 Adj Flow Rate, veh/h 97 1010 253 236 668 33 102 112 190 24 287 80 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 0 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 492 1513 378 324 1971 97 171 514 437 43 365 99 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 0.28 Sat Flow, veh/h 1774 2808 701 1774 3433 '169 1011 1863 1583 69 1322 358 Grp Volume(v), veh/h 97 635 628 236 344 357 102 112 190 391 0 0 Grp Sat Flow(s),veh/h/In 1774 1770 1739 1774 1770 1833 1011 1863 1583 1749 0 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 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 0.0 Prop In Lane 1.00 0.40 1.00 0.09 1.00 1.00 0.06 0.20 Lane Grp Cap(c), veh/h 492 954 937 324 1016 1052 171 514 437 528 0 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 0.00 Avail Cap(c_a), veh/h 591 954 937 361 1016 1052 246 652 554 656 0 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 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 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 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 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 0.0 °/vile 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 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 0.0 LnGrp LOS B B B C B B E D D E 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 10: NW 13th Ave & NW 20th St Future T -11 --1. r .4- t t ?4;�-fs -N, C ndit A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S PZ -18-26 Lane Configurations p%qjoh, 01/22M 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 4 4 8 8 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 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 � (R) 04 110 s A50 50 o 543o rR� Is T 08 ?_44 s 086S s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 10: NW 13th Ave & NW 20th St t Future T ?4;�-fs -N, Condi A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 tib 5 6 t Phs Duration (G+Y+Rc), s 110.0 50.0 r 99.0 50.0 Change Period (Y+Rc), s Traffic Volume (veh/h) 90 1028 21 28 695 161 45 7 46 106 7 142 Future Volume (veh/h) 90 1028 21 28 695 161 45 7 46 106 7 142 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 95 1082 22 29 732 '169 47 7 48 112 7 149 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 403 2062 42 337 1857 429 42 3 435 44 1 435 Arrive On Green 0.77 0.77 0.77 0.04 0.86 0.86 0.29 0.28 0.28 0.29 0.28 0.28 Sat Flow, veh/h 616 3547 72 1774 2857 (359 0 12 1583 0 5 1583 Grp Volume(v), veh/h 95 540 564 29 453 448 54 0 48 119 0 149 Grp Sat Flow(s),veh/h/In 616 1770 1850 1774 1770 1746 12 0 1583 5 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 0.0 0.0 12.1 Cycle Q Clear(g_c), s 7.0 18.6 18.6 1.0 8.4 8.4 46.0 0.0 3.6 46.0 0.0 12.1 Prop In Lane 1.00 0.04 1.00 0.38 0.87 1.00 0.94 1.00 Lane Grp Cap(c), veh/h 403 1029 1075 337 1150 1135 46 0 435 45 0 435 V/C Ratio(X) 0.24 0.52 0.52 0.09 0.39 0.39 1.19 0.00 0.11 2.64 0.00 0.34 Avail Cap(c_a), veh/h 403 1029 1075 481 1150 1135 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) 0.64 0.64 0.64 0.65 0.65 0.65 1.00 0.00 1.00 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 79.3 0.0 46.4 Incr Delay (d2), s/veh 0.9 1.2 1.2 0.0 0.7 0.7 192.8 0.0 0.2 796.0 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 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 11.9 0.0 5.4 LnGrp Delay(d),s/veh 9.3 11.0 10.9 12.7 5.0 5.0 270.6 0.0 43.6 875.3 0.0 47.4 LnGrp LOS A B B B A A F D 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 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+11), 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 58.3 HCM 2010 LOS E Notes K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 11: NW 12th Ave & NW 20th St Future T -11 --1. r .4- t t ?4;�-fs -N, C ndit A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations 8 t t 57s tt r t 01/22/1f 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 `fes Yes Yes Yes Recall Mode None None None None None C -Max None None C -Max Intersection Summary 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) 103 04 2As62s} 2-1s 575 05 106 [R) & 8 20s 1 062s pis I 57s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 11: NW 12th Ave & NW 20th St t Future T ?4;�-fs -N, Condi A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 tt r 20.0 TWWA 19.7 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 Sat Flow, 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 D E E E C C F C C 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St II -11 --1. r .4- t t P?Crondi?4;�-fs -N, lt A.M. 6 E Comple0onof slatl rehewiMicates I=rmi[appLracon rtireb mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOIic M1eanng In rtlance vnM timHiresseffwlM1 In iM1e Ciryof Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public f wmirq aM rentkr eiNa a re<ol,menaat'lon or acral tleosion. Lane Group EBL EBT WBL WBT NBL NBT SBL SBT PZ 18-26 Lane Configurations, 07 1 T 08 21s 080S his 1 038S 01/22/1f 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 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 01 1 02 ■ 0 t04 Zis 1805 Zis 38s o5 4 fR 07 1 T 08 21s 080S his 1 038S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 12: Bob Hope Dr/NW 10th Ave & NW 20th St t Future T ?4;�-fs -N, Condi A.M. 6 E Comple ro 'slat) reiewiMicates permitappLraconfM m repuirements PpWe Miartv21a W the Ciryof Miaml Cotle. oriy Tnlspermitapgicar'wnv- Hw be sch-C bra public Mannq In acmrtlarre v�M timelirressec b d In the Ciryol Ming hotly will renew the per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendal'wn oraAiral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 8 Phs Duration (G+Y+Rc), s 14.7 86.6 14.0 Traffic Volume (veh/h) 136 588 416 94 518 52 164 183 99 77 230 74 Future Volume (veh/h) 136 588 416 94 518 52 164 183 99 77 230 74 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 1900 1863 1863 1900 Adj Flow Rate, veh/h 151 653 462 104 576 58 182 203 110 86 256 82 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 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 Percent Heavy Veh, % 2 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 86 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 0.20 Sat Flow, veh/h 1774 1985 1401 1774 3248 326 1774 1138 616 1774 1353 433 Grp Volume(v), veh/h 151 582 533 104 313 321 182 0 313 86 0 338 Grp Sat Flow(s),veh/h/In 1774 1770 1616 1774 1770 1805 1774 0 1754 1774 0 1786 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 29.9 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 29.9 Prop In Lane 1.00 0.87 1.00 0.18 1.00 0.35 1.00 0.24 Lane Grp Cap(c), veh/h 479 916 836 286 892 909 221 0 424 215 0 356 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 0.95 Avail Cap(c_a), veh/h 549 916 836 379 892 909 224 0 424 293 0 357 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) 0.41 0.41 0.41 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 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 63.2 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 34.2 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 3.2 14.4 13.2 2.2 6.2 6.3 7.4 0.0 13.5 3.0 0.0 18.1 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 97.5 LnGrp LOS B B B C B B E E D F 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 13: NW 12th Ave & NW 16th St '; t Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT P?Cr ndi?4;�-fs -N, t A. 1. 6 E Comp-nof SMff rehewiMicates permit 'W" M-, mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Configurations 02 rR' 04 185 t r %k5 t 8 tt 01/22M 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% 4.8.1% 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 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 01 02 rR' 04 185 JJs 65s %k5 1 } 06 ',R) 8 18s 1 077S 065S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 13: NW 12th Ave & NW 16th St t Future T ?4;�-fs -N, Condi A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 1� 4 5 t r Phs Duration (G+Y+Rc), s t 112.4 ) t 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 Sat Flow, 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 0.2.8 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 °/vile 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 14: NW 12th Ave & NW 14th St Future T -11 � r .4- t ?4;�-fs -N, C ndit A. 1. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations 1 -11�08 tt Wo5 t tt r tt 01/22/1f 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 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 O2'R'f 111 03 i 04 ?_?s 1 06?_ S 210s 1 E55s 05 1 I O6 fR'f 007 1 -11�08 23S 1 E625 Wo5 1 E45S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 14: NW 12th Ave & NW 14th St t Future T ?4;�-fs -N, Condi A. 1. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tt 3 4 t 6 7 tt r ) M 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 44.3 1.00 1.00 1.00 1.00 HCM 2010 LOS 1.00 1.00 D 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 Sat Flow, 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations Major1 HCM 2010 TWSC ondit a Future T(.A 15: NW 13th Ave & North Project drivewayM. 6 E 227 0 0 p—n ofA reiewiMicatesperit afAGracon - repuirementsuMerKi 21-1.r 1. Ciry of MiMadnq In accordance v�M rymelirres sec fonb In the Ciryof Ming body will renew Intersection tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Int Delay, s/veh 4 01/22/19 Movement WBL WBR NBT NBR SBL SBT 196 Lane Configurations Major1 Major2 Conflicting Flow All 724 227 0 0 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 585 None Storage Length 0 Stage 1 936 - - - Veh in Median Storage, # 0 - 0 Platoon blocked, % 0 Grade, % 0 0 512 961 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 Minor1 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations Major1 HCM 2010 TWSC Future T �� Condit a 16: NW 13th Ave & South Project drivewayA. M. 6 E 235 0 0 Comple0onof slatl reiewiMicates permit afAGracon - mrepuirementsuMerKi 21-1.r 1. Ciry of M Thls perrnitapgicar'lonvnllre H w be scheGuled bra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew Intersection Intersection tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Int Delay, s/veh 3.7 01/22/19 Movement WBL WBR NBT NBR SBL SBT 141 Lane Configurations Major1 Major2 Conflicting Flow All 592 235 0 0 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 668 None Storage Length 0 Stage 1 928 - - - Veh in Median Storage, # 0 - 0 Platoon blocked, % 0 Grade, % 0 0 609 953 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 Minor1 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce AM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [3MIIIIIIIII� NOTICE cwjp mnorsMMrenewirgkates pelm�tappuonmmeets mrrnvn requinmems uika Miam 21 a valor me cityd Miaml Cotle,oHy Tlvs pmnitapgicafian Hillneed to be s heauka Ma Pb neanngnaccordanceHim emetines set formin meCitya Miami Cotle. Th. apptit' Me tleekbn-ma Nbodyw2lreWM� me perint apgiration M me putlk Maung xq !stl v eXhs a \naZ-11a- 8afirul Eeoson� PZ -18-263 01/22/19 P.M. Peek Hour Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 1: NW 12th Ave & NW 28th St '; t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL S Lane Configurations � (R) t r -14S 4 r 76s t K Traffic Volume (vph) 66 116 60 8 169 106 109 1465 51 747 Future Volume (vph) 66 116 60 8 169 106 109 1465 51 747 Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 4 6 2 Detector Phase 8 8 8 4 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 14.0 14.0 14.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 44.0 44.0 44.0 44.0 44.0 44.0 76.0 76.0 76.0 76.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 36.7% 36.7% 63.3% 63.3% 63.3% 63.3% 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 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None None C' -Max C -Max C -Max C -Max Intersection Summar 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 r? i C ndit� P.M. 6 E Comp-nof Irenew iMicates=rmi[appLracon rtireb mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Codec . Tnls pemitapgica�bnwillre H w be sh,h-ed bra M M1eanng In rdarKe vnM timelirea uffwlM1 In iM1e Ciryof Miam Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public Maririg and rentlereiNaa recol,menaat'lon or acral tleosion. K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report � (R) 04 76s -14S t 06fR 8 76s S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 1: NW 12th Ave & NW 28th St t Future T Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 t r 8 4 r 44.0 ti� 44.0 Change Period (Y+Rc), s WALLS 6.0 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 1,125 635 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 0.2.5 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 C B B B C 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 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 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] •" HCM 2010 AWSC Future T Condi 2: NW 13th Ave & NW 22nd St P.M. 6 a E ompl—nnl,.nre ewi�ka,esp rmtapp'aonmee- mrepuirementsppWe M '1 W tlae Ciryof b, wbik y g, perrnitapgicar'Iffifl— H w be scheGuled bra public Mannq In acmrtlarre v�M timelirres sec fMb In the Ciryol Ming hotly will renew tl�e pertnil appticanon at the public lwaring antl rentlereiNaa recommendarwn or a oral tleosion. Intersectionst_�a3 Intersection Delay, s/veh 9.1 01/22/19 Intersection LOS A • Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 18% 4M 0% 100% 5% Vol Thru, % 24% 79% 34% 0% 95% Vol Right, % 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 0.099 0.235 WB HCM Control Delay 9.2 NB 8.1 9.6 SB HCM Lane LOS A Opposing Approach WB A A EB 1.3 0.2 SB 0.9 0.1 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, % 18% 21% 0% 100% 5% Vol Thru, % 24% 79% 34% 0% 95% Vol Right, % 59% 0% 66% 0% 0% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 228 29 66 152 19 LT Vol 40 6 0 152 1 Through Vol 54 23 23 0 18 RT Vol 134 0 43 0 0 Lane Flow Rate 253 32 73 169 21 Geometry Grp 2 7 7 5 2 Degree of Util (X) 0.304 0.048 0.098 0.234 0.029 Departure Headway (Hd) 4.321 5.429 4.86 4.984 4.919 Convergence, Y/N Yes Yes Yes Yes Yes Cap 83'1 658 735 719 725 Service Time 2.35 3.174 2.605 3.026 2.965 HCM Lane V/C Ratio 0.304 0.049 0.099 0.235 0.029 HCM Control Delay 9.2 8.4 8.1 9.6 8.1 HCM Lane LOS A A A A A HCM 95th -tile Q 1.3 0.2 0.3 0.9 0.1 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 3: NW 12th Ave & NW 22nd St II __j, t t P?Cr ndi?W-fs -N, t P.M. 6 E Comple0onof slatl rehewiMicates=rmit app"on mrels m repuirements uMer Miartv 21aMlortM1e Ciry of Miami Codec . Tnls pemitapgica�bnwillre H w be sh,h-ed bra M M1eanng In rtlance vnM timelirea uffwlM1 In iM1e Ciryof Miam Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public f wmirq aM rentkr eiNa a re<ol,menaat'lon or acral tleosion. Lane Group EBL EBT WBL WBT NBL NBT SBL SBT r%-7 .4 26 Lane Configurations t tt 01/22M 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 4 6 2 Detector Phase 3 3 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 16.0 16.0 16.0 16.0 Minimum Split (s) 29.0 29.0 13.0 13.0 22.0 22.0 22.0 22.0 Total Split (s) 35.0 35.0 25.0 25.0 80.0 80.0 80.0 80.0 Total Split (%) 25.0% 25.0% 17.9% 17.9% 57.1% 57.1% 57.1% 57.1% 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 Total Lost Time (s) 6.0 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 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 � (R) 9 _3 04 805 1 355 X55 tO6 80S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Intersection Summar 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 HCM Signalized Intersection 62.2% ICU Level of Service B Capacity 15 Analysis Future T •' Condit 3: NW 12th Ave & NW 22nd St P.M• E Comp-nof SMff rexewintlicates permi[afALracon mrels epuirementsuMer Miarr�laMlor Ciry of Miami Cotl off Thspennita kau�gy-i Hw be scheGuleOty f �blemu r gin rda melirres setfwrM1 In the Ciryof Miami TM1eapptirabletlecision-malting hotly will renew tl�e pertnil appticanon at the Oubtic lwaring antl rentlereiNaa Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR S I,menaar'lon or a oral tleo cion. S -1g3 Lane Configurations •#� 01/22/19 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 26 599 Ideal Flow (vphpl) 1900 1900 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 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.89 0.89 1.00 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1662 1639 1770 3535 1770 3457 At Permitted 0.95 1.00 0.93 0.33 1.00 0.12 1.00 Satd. Flow (perm) 1770 1662 1545 611 3535 218 3457 Peak -hour factor, PHF 0.90 0.90 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 29 666 122 RTOR Reduction (vph) 0 20 0 0 95 0 0 0 0 0 0 0 Lane Group Flow (vph) 147 12 0 0 26 0 47 1534 0 29 788 0 Turn Type Split NA Perm NA Perm NA Perm NA Protected Phases 3 3 4 6 2 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 g/C 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 Summar 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 TWSC Future T Condit 4: NW 13th Ave & NW 21 st Terr P.M. 6 a E ompleannl,�nre ewi �ka,esp rmtapp �,ty fM � m repuirementsuMer—.(—` tlae Ciryof M —.I(— Cotle,oHy Thls perrnitapgicar'Iffifl— H w be scheGuledbra public Mannq In acmrtlarre v�M timelirres sec fMb In the Ciryol Ming hotly will renew tl�e pertnil appticanon at the public lwaring antl rentlereiNaa recommendarwn or a oral tleosion. Intersection Int Delay, s/veh 1.1 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Major1 Major2 Conflicting Flow All 468 220 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 - - 0 - 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 Major1 Major2 Conflicting Flow All 468 220 240 0 0 244 0 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 - - - Stage 1 801 0 - Stage 2 800 0 - Approach EB NB � _ SB__ _ HCM Control Delay, s 11.6 0.3 0.1 HCM LOS B 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 TWSC Future T Condit 5: NW 12th Ave & NW 21 st Terr P.M. 6 a E ompleannl,�nre ewi �ka,esp rmtapp �,ty fM � m repuirementsuMer—.(—` tlae Ciryof M —.I(— Cotle,oHy Thls perrnitapgicar'Iffifl— H w be scheGuledbra public Mannq In acmrtlarre v�M timelirres sec fMb In the Ciryol Ming hotly will renew tl�e pertnil appticanon at the public lwaring antl rentlereiNaa recommendarwn or a oral tleosion. Intersection Int Delay, s/veh 0.4 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r r Major2 t tt 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 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 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 Minor1 Major1 Major2 Conflicting Flow All 357 731 0 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) 639 581 HCM Lane V/C Ratio 0.077 0.054 HCM Control Delay (s) 11.1 11.5 HCM Lane LOS B B HCM 95th %tile Q(veh) 0.2 0.2 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report HCM 2010 TWSC Future T!Condit a 6: NW 13th Ave & NW 21st St P.M. 6 E ComPleOonof slatl reiewiMicates pelmlt,p C,ty fM m repuirements uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls perrnitapgicar'Iffifl— H w be scheGuledbra public Madnq In accordance vM rymelirres sec fohb In the Ciryof Ming body will renew Intersection tle pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Int Delay, s/veh 2.3 01/22/19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 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 Minor1 Major1 Major2 Conflicting Flow All 547 550 181 558 539 233 182 0 0 245 0 0 Stage 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 - - Stage1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations HCM 2010 TWSC Future T!a 7: NW 12th Ave & NW 21st St P.M. 6 P.M. E 0 0 ComPleOonof slatl reiewiMicates pelmlt,p C,ty fM m repuirements uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls perrnitapgicar'Iffifl— H w be scheGuledbra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew Intersection tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Int Delay, s/veh 0.3 01/22/19 Movement EBL EBR NBL NBT SBT SBR 0 Lane Configurations r Conflicting Flow All tt tt 0 0 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 0 None 0 0 None 0 None Storage Length Platoon blocked, % 0 - Mov Cap -1 Maneuver - Veh in Median Storage, # 0 - - 0 0 Stage 1 Grade, % 0 - Stage 2 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 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 8- NW 20th St & NW 17th Avenue Future T -11 --1. r .4- t t r? i C ndilt P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S pZ-18-26 Lane Configurations t t t r t 01/22/1f 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 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 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 01 1 02'R 03 04 his 'is18s 50IS o5 �4�o fR) 07 T 08 50S 21s 1 071S 18s1 1 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 8: NW 20th St & NW 17th Avenue t Future T Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 t r 14.4 "Y%ILIF 14.9 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 Sat Flow, veh/h 1774 3098 454 1774 3302 281 1774 1863 1583 1774 1863 1583 Grp Volume(v), veh/h 141 389 393 140 654 (372 119 433 101 104 337 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 °/vile 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 C B B B C C D 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 9: NW 14th AVe & NW 20th St --1- .4- t t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT r? i C ndit� P.M. 6 E Comp-nof SMff rehewiMicates permit 'W" M-, mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Configurations 1 02(R) t Zis 179s t 60Is t r 01/22M 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 4 4 8 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 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 1 1 02(R) 04 Zis 179s 60Is ;""o 5 6 fR) ■ 08 21s 1 079s 60s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 9: NW 14th AVe & NW 20th St t Future T Condit P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 4 5 t 8 Phs Duration (G+Y+Rc), s t r 60.0 12.8 87.2 Traffic Volume (veh/h) 73 659 101 103 1074 28 305 384 355 15 94 81 Future Volume (veh/h) 73 659 101 103 1074 28 305 384 355 15 94 81 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 1900 1863 1900 Adj Flow Rate, veh/h 77 694 106 108 1131 29 321 404 374 16 99 85 Adj No. of Lanes 1 2 0 1 2 0 1 1 1 0 1 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 269 1563 239 393 1820 47 275 629 534 43 245 195 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 0.34 Sat Flow, veh/h 1774 3079 470 1774 3526 90 1195 1863 1583 56 727 579 Grp Volume(v), veh/h 77 399 401 108 568 592 321 404 374 200 0 0 Grp Sat Flow(s),veh/h/In 1774 1770 1780 1774 1770 1847 1195 1863 1583 1363 0 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 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 0.0 Prop In Lane 1.00 0.26 1.00 0.05 1.00 1.00 0.08 0.42 Lane Grp Cap(c), veh/h 269 898 904 393 914 954 275 629 534 484 0 0 V/C Ratio(X) 0.29 0.44 0.44 0.27 0.62 0.62 1.17 0.64 0.70 0.41 0.00 0.00 Avail Cap(c_a), veh/h 376 898 904 484 914 954 275 629 534 484 0 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 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 0.00 0.00 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 0.0 0.0 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 0.0 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 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 0.0 0.0 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 0.0 0.0 LnGrp LOS C B B B B B F D D D 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 10: NW 13th Ave & NW 20th St Future T -11 --1. r .4- t t ?W-fs -N, C ndit P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT S p7-18-26 Lane Configurations 01/22/1f 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 4 4 8 8 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 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 2'R ■ 04 110 s 50 o5 �4�o fR) Is T 08 21s 1 089S 11 50s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 10: NW 13th Ave & NW 20th St t Future T ?W-fs -N, Condi P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 2 tib 5 6 t Phs Duration (G+Y+Rc), s 110.0 50.0 r 99.0 50.0 Change Period (Y+Rc), s Traffic Volume (veh/h) 114 874 12 7 1084 152 14 3 18 112 2 96 Future Volume (vehlh) 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, vehlh 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 (335 17 0 18 116 0 98 Grp Sat Flow(s),vehlh/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),slveh 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 B B B B A A E D F D Approach Vol, veh/h 1020 1268 35 214 Approach Delay, slveh 10.7 5.0 59.5 481.1 Approach LOS B A E F Timer 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+11), 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 48.2 HCM 2010 LOS D Notes K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 11: NW 12th Ave & NW 20th St Future T -11 --1. r .4- t t ?W-fs -N, C ndit P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations 8 t t 57s tt r t 01/22/1f 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 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 04 2_0s62s} 71s 57s 05 106 [R) f o7 8 20s 1 062s pis I 57s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 11: NW 12th Ave & NW 20th St t Future T ?W-fs -N, Condi P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 tt r 20.0 62.0 21.0 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 Sat Flow, 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 65.9 328.1 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 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 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+11), 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 70.6 HCM 2010 LOS E Notes K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings Future T 12: Bob Hope Dr/NW 10th Ave & NW 20th St II -11 --1. r .4- t t P?Cr ndi?W-fs -N, t P.M. jtAftE Comple0onof slatl rehewiMicates I=rmi[appLracon rtireb mrepuirementsuMer Miartv 2laMlortM1e Ciry of Miami Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOIic M1eanng In rtlance vnM timHiresseffwlM1 In iM1e Ciryof Miam i Co tle. TM1e applicable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the public f wmirq aM rentkr eiNa a re<ol,menaat'lon or acral tleosion. Lane Group EBL EBT WBL WBT NBL NBT SBL SBT r%-7 .4 26 Lane Configurations 07 T 08 21s 1 070S , 1 048S 01/22M 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 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 02 \11-e? t04 Z 1 5 1705 21 5 148S ; o5 4 fR 07 T 08 21s 1 070S 1 111111121S 1 048S K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 12: Bob Hope Dr/NW 10th Ave & NW 20th St t Future T ?W-fs -N, Condi P.M. jtAftE Comple ro 'slat) reiewiMicates permitappLraconfM m repuirements PpWe Miartv21a W the Ciryof Miaml Cotle. oriy Tnlspermitapgicar'wnv- Hw be sch-C bra public Mannq In acmrtlarre v�M timelirressec b d In the Ciryol Ming hotly will renew the per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendal'wn oraAiral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tib 3 4 t 6 7 8 Phs Duration (G+Y+Rc), s 16.8 84.3 10.9 Traffic Volume (veh/h) 183 635 138 37 720 85 387 389 136 46 68 76 Future Volume (veh/h) 183 635 138 37 720 85 387 389 136 46 68 76 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 1900 1863 1863 1900 Adj Flow Rate, veh/h 195 676 147 39 766 90 412 414 145 49 72 81 Adj No. of Lanes 1 2 0 1 2 0 1 1 0 1 1 0 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 400 1537 334 377 1562 '184 359 346 121 99 160 180 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 0.20 Sat Flow, veh/h 1774 2893 629 1774 3191 375 1774 1319 462 1774 802 902 Grp Volume(v), veh/h 195 413 410 39 425 431 412 0 559 49 0 153 Grp Sat Flow(s),veh/h/In 1774 1770 1752 1774 1770 1797 1774 0 1781 1774 0 1704 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 12.6 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 12.6 Prop In Lane 1.00 0.36 1.00 0.21 1.00 0.26 1.00 0.53 Lane Grp Cap(c), veh/h 400 940 930 377 866 880 359 0 468 99 0 340 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 0.45 Avail Cap(c_a), veh/h 447 940 930 497 866 880 359 0 468 211 0 447 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) 0.72 0.72 0.72 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 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 56.3 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 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 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 6.0 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 57.0 LnGrp LOS B B B B B B F F D E 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 13: NW 12th Ave & NW 16th St Future T ?W-fs -N, C ndit P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT r%-7 .4 26 Lane Configurations t r t tt 01/22M 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 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 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report 195 9a5 65s %k 5 t06 'R) X08 195 1 096S 0655 K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 13: NW 12th Ave & NW 16th St t Future T ?W-fs -N, Condi P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 1� 4 5 t r Phs Duration (G+Y+Rc), s t 133.0 ) tTIMMS 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 Sat Flow, 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Timings 14: NW 12th Ave & NW 14th St Future T -11 --1. r .4- t t ?W-fs -N, C ndit P.M. 6 E Comple0onof SMff rehewiMicates permi[appLracon rtireb mrepuirementsuMer Miartv 2laMlorthe Ciry of Miaml Cotle,oHy Thls pemitapgica�bnwillre H w be scheGuled bra WOlicheanng In rdarKe vnM timelireaseffwlh In the Ciryof Miami Code. The apptirable tlecison-malting hotly wi II renew tl�e pertnii appticanon at the pt -,,N arq rentlereiNaa rxommentlat'lon or a Ural tlec wn. Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT PZ 18-26 Lane Configurations -008 tt 71s 11111111131S t 56s tt r tt 01/22/1f 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 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 01 0?_ (R) 0; 04 S 715 315 056S Y00.7 05 106 (R' -008 22s 71s 11111111131S 56s K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] HCM 2010 Signalized Intersection Summary 14: NW 12th Ave & NW 14th St t Future T ?W-fs -N, Condi P.M. 6 E CompleUonof slatl reiewiMicates1 Ml,rtL C,ty fM m repuiremenn uMer Miartv 21aMlortbe Ciry of Miaml Cotle.oriy Thls permitapgicar'wnv- Hw be sche-C bra public Mannq In acmrtlarre v�M rymelirressec b d In the Ciryof Ming hotly will renew tl�e per it appticanonattllepubticl�r�ezarinq -r- --n. ntlereiNaa T recommendar'wn oraMral tleosion. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL `I Lane Configurations 1 tt 3 4 t 6 7 tt r ) tTvArA 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 56.0 1.00 1.00 1.00 1.00 HCM 2010 LOS 1.00 1.00 E 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 Sat Flow, 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 E E E F F F C C B C C C 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 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 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+11), 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations Major1 HCM 2010 TWSC Future T!a 15: NW 13th Ave & North Project drivewayP.M. P.M.6 E 190 0 0 ComPleOonof slatl reiewiMicates pelmlt,p C,ty fM m repuirements uMer Miartv 21aMlorttte Ciry of Miaml Cotle,oHy Thls perrnitapgicar'Iffifl— H w be scheGuledbra public Madnq In accordance v�M rymelirres sec fohb In the Ciryof Ming body will renew Intersection tl�e pertnil appticanon at the public lwaring and rendereiNaa recommendarwn or a oral deosion. Int Delay, s/veh 5.2 01/22/19 Movement WBL WBR NBT NBR SBL SBT 102 Lane Configurations Major1 Major2 Conflicting Flow All 547 190 0 0 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 699 None Storage Length 0 Stage 1 975 - - - Veh in Median Storage, # 0 - 0 Platoon blocked, % 0 Grade, % 0 0 631 997 - 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 Minor1 Major1 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) 752 1347 HCM Lane V/C Ratio 0.286 0.091 HCM Control Delay (s) 11.7 7.9 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 1.2 0.3 - K:\FTL_TPTO\043157001 - Miami Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report Evaluating unlicensed DynamicPDF feature. Click here for details. [31:45:d17] Lane Configurations HCM 2010 TWSC Future T�!Condit a 16: NW 13th Ave & South Project drivewayP.M. 6 E 188 ompleannl,�nre ewi �ka,esp rmtapp �,ty fM � m repuirementsuMer—.(—` tlae Ciryof M Cotle,oHy Thls perrnitapgicar'Iffifl— H w be scheGuledbra —.I(— public Mannq In acmrtlarre v�M timelirres sec fMb In the Ciryol Ming hotly will renew Intersection tl�e pertnil appticanon at the public lwaring antl rentlereiNaa recommendarwn or a oral tleosion. Int Delay, s/veh 4.7 01/22/19 Movement WBL WBR NBT NBR SBL SBT 101 Lane Configurations Major1 Major2 Conflicting Flow All 472 188 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 754 None Storage Length 0 Stage 1 977 - - - Veh in Median Storage, # 0 - 0 Platoon blocked, % 0 Grade, % 0 0 701 999 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 Minor1 Major1 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 Prod uce\Calcs\Synch ro\0431 57001 - Miami Produce PM Future Total.syn Synchro 10 Report