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HomeMy WebLinkAboutSubmittal-City Manager-Traffic Study and Traffic Evaluation from ApplicantCITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM Submitted into the record fo .tem(s) on ublic S-4 PZ- 1/4.1 City Clerk TO: The Honorable Mayor and Members of the City Commission DATE: November 15, 202l SUBJECT: Submittals for PZ.3 and 4; November 18, 2021 City Commission FROM: Art Noriega, V / j ,� REFERENCES: File IDs: 4541 and 4545 City Manager ENCLOSURES: Applicant provided updated Traffic Summary and Traffic Evaluation The enclosed Traffic Summary and Traffic Evaluation was submitted by the Applicant on November 10, 2021 and is being submitted to you for inclusion as part of the November 18, 2021 City Commission Iegislative files (4541 and 4545). The need for the Applicant provided updated traffic evaluation was discussed at the September 23, 2021 City Commission meeting. Enclosures cc: Nzeribe Ihekwaba, Ph.D, PE, Deputy City Manager Melissa Fernandez-Stiers, Chief of Stag, City Manager Victoria Mendez, City Attorney Todd B. Hannon, City Clerk Cesar M. Garcia -Pons, AICP, LEED AP, Planning Department Director Olga Zamora, Chief of Hearing Boards Miriam Santana, Agenda Coordinator (151 �I+.6A -CN, ray �15ys c, t\434-1).0/ -ctoq. -Nett --Girof- Y VIA electronic mail Mr. Cesar Garcia -Pons Planning Director The City of Miami 444 SW 2nd Avenue, 3'd Floor Miami, FL 33130 Submitted into the pubIlc record or i -m(s) on SEROT November 10, 2021 ALEJANDRO URIBE Re: File IDs 4541 and 4545 — Comprehensive Plan Amendment and Rezoning for 428, 430, 448 and 454 NE 38th Street, 433, 441 and 457 NE 37th Street — Traffic Review Summary Dear Mr. Garcia -Pons: Enclosed with this letter please find an Executive Summary that describes the chief results of a more robust Traffic Study prepared for the Florida Department of Transportation. Please accept this expert analysis in support of the above captioned applications. Please let us know if you have any questions. Thank you for your attention to this matter. As always, please feel free to reach out to me if you have any additional questions. Very truly yours, ALEJANDRO URIBE cc: Todd Hannon, City Clerk Ronald Bloomberg Tony Recio, Esq. City Clerk Submitted into the p record f. it (s EXECUTIVE SUMMARY NE 38t Street Improvements Miami -Dade County, Florida prepared for: Magnolia Holdings, LLC traffic summary City Cl-rk 7k4f/kH ENGINEERING, INC. November 2021 TRAFTECH ENGINEERING, INC. EXECUTIVE SUMMARY Submitted into the public record r item(s) - 3 ' on \' City Cleric Traf Tech Engineering, Inc. completed a traffic evaluation associated with proposed residential / commercial development (Magnolia Project) planned to be located on the south side of NE 38'h Street and east of the westbound on -ramp of 1-195 in the City of Miami, Miami -Dade County, Florida. Figure 1 shows the location of the project site. The traffic report documents the expected area -wide benefits associated with additional westbound traffic lanes on NE 38,h Street approaching Biscayne Boulevard. The proposed improvements include widening NE 38th Street to four (4) full lanes in the westbound direction from its current two (2) westbound lanes. This major improvement can be implemented by providing right-of-way from the south side of NE 38th Street. The improvement also included the reversing of traffic flow on the south frontage loop road from its current clockwise direction to a counterclockwise direction in order to improve safety and traffic operations along NE 38th Street. These improvements can only be implemented by providing right- of-way to the Florida Department of Transportation FDOT from the south side of NE 38'h Street (along the Magnolia's north property line). Attached plans show existing conditions and proposed improvements along NE 381h Street. Project Description and Access The subject property is generally located on the south side of NE 38th Street and east of the westbound on -ramp of 1-195. Access will be provided from the Frontage Road/NE 5th Court (no direct access will be provided from NE 381h Street). Three potential development scenarios are anticipated for the Magnolia development, Concert 1 (1,489 daily trips, 106 AM peak trips and 145 PM peak trips) o 12,000 square feet of retail use o 220 mid -rise apartments Concept 2 (1,874 daily trips, 171 AM peak trips and 221 PM peak trips) u 15,000 square feet of retail use O 50,000 square feet of office use o 150 mid -rise apartments 840o N. University Drive, Suite 309, Tamarac, FL 3332t T: 954- 582 -0988 F: 954-582-0989 7k4F7frH ENGINEERING, INC. Submitted into the public reeorform, ? r on Concept 3(1,634 daily trips, 125 AM peak trips and 189 PM peak trips) c 21,000 square feet of retail use o 25,000 square feet of office use • 125 mid -rise apartments Summary o With proposed improvements and Magnolia development in place (Concept 2 which generates the most traffic), intersection of Biscayne Boulevard and NE 381h Street projected to operate at an acceptable level of service o Proposed improvements provide approximately 1,270 feet of additional stacking / queuing dimension (50 + vehicles) o Proposed improvements create approximately 397 new AM peak hour trips of capacity on NE 38th Street (Magnolia will use 184 trips, or 46% leaving 213 trips for other future projects in the area) o Proposed improvements create approximately 617 new PM peak hour trips of capacity on NE 38'h Street (Magnolia will use 256 trips, or 41 % leaving 361 trips for other future projects in the area) 2 Bi: TAF%ECH ENGINURING.INC. NE 38°" Street LOCATION MAP F 77. LEGEND Project Site FIGURE 1 Magnolia Development Miami, Florida MAGNOLIA • proposed improvement TRAFFIC CONDITIONS EXISTING TRAFFIC CONDITIONS 41 — Rr • NE 38IH ST �� NE 38 ni iT t y� '. PAR EXISTING PLAN VIEW ••.'• .. Seri inn A INTRACOA5TAL WATERWAY MASNOL IA +n proposed improvement: TRAFFIC CONDITIONS PROPOSED DEDICATION OF EIGHT (8) FEET OF PRIVATE PROPERTY TO RIGHT-OF-WAY (TOTAL 296' LINEAR FEET OF PRIVATE PROPERTY) Blacked for illegal Additional Li turns to on -ramp dedicated - . , , x..1 . r eft -turn lane• y+ , ti NE 3$TH ST r PROPOSED PLAN VIEW lauvrcl•krl i+y Ir,�lfra Sec lion A Access to site 4' median with I separate from a trees traffic lanes ,x ti= NF 38TH 5T Closed New Pedestrian Connection between perks • elevated (shown) • tunnel [not shown} INTRACOASTAL WATERWAY 4 r on Submitted into the ublic record or item(s) City lerk NE 38th Street Improvements Miami -Dade County, Florida prepared for: Magnolia Holdings, LLC traffic evaluation 7k4FcH ENGINEERING, INC. October 2021 7SAF7iH ENGINEERING, INC. October 19, 2021 Mr. Ron Bloomberg President Magnolia Holdings, LLC 309 Twenty -Third Street, Suite 300 Miami Beach, Florida 33139 Re: NE 38th Street Improvements - Traffic Evaluation Dear Ron: Submitted into the public recur for `tem(s) .3 % 1 on City Clerk Traf Tech Engineering, Inc. is pleased to provide you with the results of the traffic evaluation associated with your proposed residential / commercial development (Magnolia Project) planned to be located on the south side of NE 38'h Street and east of the westbound on -ramp of 1-195 in the City of Miami, Miami -Dade County, Florida. Figure 1 shows the location of the project site. The traffic report also documents the expected area -wide benefits associated with additional westbound traffic lanes on NE 38Th Street approaching Biscayne Boulevard. The proposed improvements include widening NE 3811 Street to four (4) full lanes in the westbound direction from its current two (2) westbound lanes. This major improvement can be implemented by providing right-of-way from the south side of NE 38th Street. The improvement also included the reversing of traffic flow on the south frontage loop road from its current clockwise direction to a counter -clockwise direction in order to improve safety and traffic operations along NE 38th Street. These improvements can only be implemented by providing right-of-way to the Florida Department of Transportation FDOT from the south side of NE 381h Street (along the Magnolia's north property line). Appendix A contains plans associated with the existing and proposed improvements along NE 38'h Street. Project Description and Access The subject property is generally located on the south side of NE 38th Street and east of the westbound on -ramp of 1-195. Access will be provided from the Frontage Road/NE 5Th Court (no direct access will be provided from NE 38th Street). Three potential development scenarios are anticipated for the Magnolia development. These development potentials are described on the following page: 8rtoa N. University Drive, Suite 3o9i Tamarac, FL 33321 T: 954-582-0988 F: 954-582-0989 7k4F7frH ENGINEERING, INC. Concept 1 O 12,000 squarc fcct of retail use 0 220 mid -rise apartments Concept 2 O 15,000 square feet of retail use O 50,000 square feet of office use O 150 mid -rise apartments Concept 3 a 21,000 square feet of retail use O 25,000 square feet of office use O 125 mid -rise apartments mitted +ublic Sub record 1for iiota em the (s} _- City lark ❑n For purposes of this traffic evaluation, the project is anticipated to be built and occupied in the year 2025. The following tasks were undertaken as part of this evaluation: O Documented the existing lane geometry of the study area. Four (4) intersections were identified as the locations that will be impacted the most by the proposed project. These intersections include Biscayne Boulevard at NE 38th Street, I-195 westbound on -ramp at NE 38th Street, Frontage Road/NE 5th Court at NE 38th Street, and NE 6th Avenue at NE 384) Street. Figure 2 illustrates the existing lane geometry of the four study intersections. O Collected intersection turning movement counts during the critical peak periods (7:00 AM to 9:00 AM) and (4:00 PM to 6:00 PM) at the following locations: - Biscayne Boulevard and NE 38th Street (traffic signal) - I-195 westbound on -ramp and NE 38th Street (free flowing) Frontage Road/NE 5th Court and NE 38th Street (stop control) - NE 6th Avenue and NE 38th Street (stop control) The above traffic counts were recorded on Thursday, May 20, 2021, The traffic counts were collected during the peak season based on FACT peak season adjustment factors. The traffic counts are included in Appendix B as well as the signal timing plan for the signalized intersection of Biscayne Boulevard and NE 38'h Street. The peak season adjustment factors and historical traffic counts are provided in Appendix C. 2 7k4FT/kH ENGINEERING, INC. Submitted into the public recordfor. item(s) 3 - = tan l k City Clerk Additionally, an adjustment factor was applied to account for the effects of COVID-1 9. The calculations used to account for COVID-1 9 is reflected in Table D, located in Appendix D. Figure 3 shows the 2021 peak season AM and PM peak hour traffic volumes adjusted to account for Covid-19. o Determined the trip generation for the project using the trip generation equations/rates published in the Institute of Transportation Engineer's (ITE) Trip Generation Manual (1 1 ih Edition). The trip generation analysis was undertaken for daily. AM peak hour, and PM peak hour conditions. Tables 1 a through l c present the trip generation associated with three potential development scenarios for the Magnolia site. As indicated in the tables, Concept 2 generates the most AM and PM peak hour trips and therefore, was selected for purposes of this traffic study. Additionally, the pcss-by trips were not deducted from the study network to assess impacts with a conservative approach. TABLE 1a - Concept 1 Trip Generation Summary (Proposed Uses) Magnolia Land Use Size Daily Trips AM Peak Hour PM Peak Hour Total Trips J Inbound Outbound Total Trips Inbound Outbound Retail Multifamily (Mid Rise) 12,000 220 736 1.003 32 85 19 20 13 65 89 86 45 52 45 34 S ubtota l 1,739 117 39 78 175 97 79 Pass -by (Ret.-34%) -250 -11 -6 .4 -30 -15 -15 External Trips 1,489 106 33 74 145 82 64 Source: ITE Trip Generation Manual (11th Edition) TABLE lb -Concept 2 Trip Generation Summary {Proposed Uses} Magnolia Land Use Size Daily Trips AM Peak Hour PM Peak Haur Total Trips Inbound Outbound Tots! Trips inbound Outbound Retail General Office Multifamily (Mid Rise) 15000 50,000 150 863 635 669 38 92 54 23 81 12 15 11 42 104 93 59 52 16 36 52 77 23 Subtotal 2,167 184 116 68 256 104 152 Pass -by (Ret.-34%) ` -293 -13 -8 -5 -35 -18 -18 External Trips i 1,874 171 108 63 221 86 134 Saume: ITE Trrp Generation anual (1 ith Edition) TABLE 1c - Concept 3 Trip Generation Summary (Proposed Uses) Magnolia Land Use Size Daily Trips AM Peak Hour PM Peak Hour Total Trips Inbound Outbound Total Trips Inbound Outbound Retail General Office Multifamily (Mid Rise) 21,000 25,000 125 1.116 347 550 47 51 43 28 45 10 19 6 33 132 53 49 66 9 30 66 44 19 Subtotal 2,013 141 83 58 234 105 129 Pass -by (Ret.-34%) -379 -16 -10 -6 -45 -22 -22 External Trips I 1,634 125 73 52 189 [ 83 107 Source. iTE Trip Generation Manual (1 WI Edition) 3 TAFTECH ENGINEERING, INC. Submitted into the p .lic recor for item(s) City Cie o Determined the trip distribution and traffic assignment for the peak trips documented in the trip generation section (Table 1 b) based on Miami - Dade County's Cardinal Distribution information for the study area. Table 2 summarizes the County's cardinal distribution data for Traffic Analysis Zone 390, which is applicable to the project site from the latest SERPM data published by Miami -Dade County. Using the trip distribution documented in Table 2, the following traffic assignment was assumed for the project: - 28% to/from the north via Biscayne Boulevard - 24% to and from the south via Biscayne Boulevard - 6% to and from the east via Broad Causeway (to/from Miami Beach) - 42% to and from the west via I-195 / NE 381h Street and NE 36fh Street TABLE 2 Project Trip Distribution TAZ #390 for Magnolia Year Movement NNE ENE ESE SSE SSW WSW WNW NNW 2015 14.20% 1.10% 3.30% 0.70% 24.40% 24.10% 17.20% 15.00% 2045 13.70% 2.30% 5.20% 1.50% 19.00% 26.20% 16.30% 15.80% 2025* 14.03% 1.50% 3.93% 0,97% 22.60% 24.80% 16.90% 15.27% Note:* Interpolated Values Source: Miami -Dade County (2015 & 2045 SERPM) Figure 4 documents the project traffic assignment based on the above traffic percentages. 4 7k4F7iw ENGINEERING, INC. Submitted into the public recorfor i em(s)' 0 .q on City CIerk Figures 5 and 6 present the future traffic volumes for the study area. Figure 5 includes background traffic only (without the proposed project) and Figure 6 includes the additional traffic anticipated to be generated by the proposed development and includes the proposed roadway improvements. The background traffic includes traffic growth based on historical traffic data within the study area (refer to Appendix E) . As indicated in the growth analysis presented in Appendix E, minimal growth hos occurred over the past five (5) years (2014-2019) and to assess traffic impacts with a conservative approach, a 0.50% growth rate, compounded arnually was applied for the future traffic projections to account for future increases in traffic volumes. The future traffic volumes are presented in Appendix E in tabular format. o To determine the traffic impacts created by the Magnolia development to the study segment of NE 38th Street, capacity/level of service analyses were undertaken using the SYNCHRO software. The results of the capacity/level of service analyses are presented in Table 3. As summarized in Table 3, all intersections are expected to operate adequately in the year 2025 with the proposed project in place and the improvements along NE 38th Street. The SYNCHRC? outputs are contained in Appendix F. Weaving Analysis With the reversing of the frontage road from a clockwise direction to a counterclockwise direction, a potential weaving section is created between NE 6th Avenue and NE 5th Court. The potential weaving section has a length of approximately 400 feet. Since the 2010 Highway Capacity Manual does not provide analytical procedures to evaluate potential weaving sections along arterial streets ( only freeways), weaving volumes were developed as depicted in Figures 7 and 8. As shown in the figures, the amount of traffic anticipated to arrive from 1-195 (from Miami Beach) is negligible. Based on Miami -Dade County's Cardinal Distribution database, approximately 6% of the project trips are projected to arrive from the east via 1-195. This translates into approximately 8 vehicles during the AM peak hour and approximately 11 vehicles during the afternoon peak hour. Similarly, the projected traffic exiting from the future Magnolia development that requires lane changes is approximately 36 vehicles in the AM peak hour and approximately 91 trips during the afternoon peak hour. Given the low crossing traffic within the study segment of NE 38tt, Street, weaving is not anticipated t❑ be a concern with the proposed roadway improvements. s k4FTi�w ENGINEERING, INC. Capacity Benefits for Public Use Sm[ t e : ' He recuruhjlfer !tInto m(s) p3 I•' on �� - City Clerk Traffic analyses undertaken by Traf Tech Engineering, Inc. show that the proposed NE 38tf7 Street improvements provide significant (approximately 700 peak hour trips) peak hour capacity benefits. Table 3 documents the roadway capacity benefits associated with the proposed improvements after the Magnolia site is fully developed with the most traffic -intense development of the previously described three development scenarios. As summarized in Table 3, after the Magnolia site is fully developed and occupied, the proposed roadway improvements along NE 38th Street will provide over 310/240 AM/PM peak hour trips of capacity benefits to the Biscayne Boulevard/NE 38th Street intersection. TABLE 3 Magnolia Development Roadway Capacity Benefits Analysis Roadway Capacity1 Created by NE 38th Street Improvements Magnolia Development Trips Public Benefits (Reserved Capacity) Created by Improvements 397 trips (AM Peak Hour) 184 AM Peak Hour 213 AM Peak Hour 617 trips (PM Peak Hour) 256 PM Peak Hour 361 PM Peak Hour SOURCE: SYNCHRO Finally, the proposed improvements provide approximately 1,270+1- feet of additional stacking capacity on NE 381h Street resulting in approximately 50 additional vehicles of stacking capacity every signal cycle. Please give me a call if you have any questions. Sincerely, TRAP TECH EN GINEER1NG,\\.) IN. ll Joaquin E. Vargas, P.E; Senior Transportation Engineer 1 Determined by using the sum of oil turning movement volumes divided by the intersection's volume -to -capacity ratio for both without and with improvements. The difference becomes the capacity benefits associated with the proposed improvements. 6 Biscayne Boulevard 7k4i2 CH ENGINEERING, INC. +IE 38"' Streei LOCATION MAP CIO a 0 CD 1. -+ c, co a E LEGEND Project Site FIGURE 1 Magnolia Development Miami, Florida Biscayne Boulevard 4L WAR -la/ EXISTING LANE GEOMETRY ENGINFERING.IN C. LEGEND Left -Turn Lane Through Lane Right -Turn Lane FIGURE 2 Magnolia Development Biscayne Blvd, Florida x ETD CU v CO aQ c7 T o t 233 (219) 4-87 (165) +— 325 (449) TAFTECH E NGINEf RING. INC. (24) 27 —P. (682) 957 —4. C CC 4-591 (795)ME 3 {Ih ^titre 4—( 9) 592 80 (27) 56 —* CV SITE TRAFFIC COUNTS (Year 2021 Peak Season) 1 F (19) 19 N � t 93 (388) 1-521 (684) j--1(5) LEGEND XX AM Peak Hour (YY) PM Peak Hour FIGURE 3 Magnolia Development Miami, Florida 42% CV N 19 ( 3) 4-141 (32) +-35 (77) • 24% 7k 4i CH ENGINEERING, INC. r- 0) co (152) 7 (6) NE 38t), Street (98) 109 —0. (98) 109 `i 0) to SITE PROJECT TRIP DISTRIBUTION NE Er Avenue 4-7 (6) 6% LEGEND XX Inbound XX Outbound FIGURE 4 Magnolia Development Miami, Florida CV O] co cD �M ti c - c3� IL237 (224) 10 A-88 (168) . It 332 (458) TRAF iE W ENGINEERING. INC (24) 27 —D. t (696) 956 +5r co in 10 v r [Y] ET] 4-603 (811) SITE (27) 57 —* 4-604 (825) IL 95 (396) 4-532 (698) . - IF 1 (5) '-I r' (19) 19 —4, co Q m ni C7 `. BACKGROUND TRAFFIC VOLUMES without Project Trips (Year 2025 Peak Season) LEGEND XX AM Peak Hour (YY) PM Peak Hour FIGURE 5 Magnolia Development Miami, Florida 7 Q] c. U en cw u� 6) Co CA CO 0%¢ L256(267) `n ` En 4-102 (200) 367 (535) E NGINEERING,I NC 1] (122) 136 --► (696) 976 E e77 672 (977) 4-671 (963) F8(11) (125) 166-4k SITE TOTAL TRAFFIC with PROJECT — Year 2025 AM (PM) Peak Hour Trips uJ 2 c7 NH a :i L 95 (396) 4— 539 (704) 00 LEGEND XX AM Peak Hour (YY) PM Peak Hour FIGURE 6 Magnolia Development Miami, Florida Cf 0 ee cs` -TR AfTEGX fNG INEERI NG.I NC. 44 New right - through Lane Additional dedicated left -turn lane t N. t .L L NE 38TH 5T .i r r r r r PROPERTY REDUCTION 4' median with trees WEAVING EVALUATION — AM Peak Hour Access to site a 1 separate from traffic lanes 2 FIGURE 7 Magnolia Development Miami, Florida IIIKr 4FTry ENGINEERING, INC. New right- .. I through lane iiii s s" Blocked for illegal Additional !' turns to on -ramp dedicated F a kio a left -turn lane ems. Access to site 4" median with 1 separate from trees traffic lanes It Mir 11.11.11 WEAVING EVALUATION — PM Peak Hour ehlyri voy FIGURE 8 Magnolia Development Miami, Florida TABLE 3 Level of Service Analyses Magnolia Development Intersection Intersection Time Period EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND Approach Approach Approach Approach LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay Biscayne Blvd & NE 38 St AM E { E}{Ej1E1 72,3 (72.4){74.41173.21 D (01 IEi)E1 52.9 (54.9.1163.9)171.5] C 113)1D IC1 34.6 (37,0}{49.31132,7] 0 {D)(E(101 48.0 (49.8)09.31I54.31 PM F IF 1(F}IFI 85.2 (86.3)(105.0)183.0i D l0}ID}1Di 40.5 (42.4]{48.3}I47.2] CI C}{D}1C1 29.8 (32.0)145.4}I29.91 0 (D)(E}I0) 47.1(48.91f62.1}I50.4] NE 5 Court & Frontage Road AM IAI 10.71 8 I81, 10.3 .110.41 PM IAj 10,11 BIB} 12.0 {12.1) NE 38 5t & NE 6 Ave AM 1B] 111.1} B (S)1BI 10.6 (10.7)110.6) PM IB1 113.11 3 (BYIB] 11.2 111,31l10.81 SOP IRCF- SYNCHRD. LFGFND: FMisting (Aar ground){Future without Imp) iFuture t Pronosed Roadway Imp) 7-RAF ENC: INfERING. INC. Submitted into the public record or it m(s) onH tS�71 APPENDIX A City Cl k Existing Roadway Conditions and Proposed Improvements N[11 IA proposed improvement: TRAFFIC CONDITIONS EXISTING TRAFFIC CONDITIONS tn'rturn NE 3&iH 57 . /!! g"- A ' EXISTING PLAN VIE Seclmn A ALBERT PALLOT PARR STEARNS PARK INTRACOASTAt WATERWAY Iti-tJ[YI proposed improvement: TRAFFIC CONDITIONS PROPOSED DEDICATION OF EIGHT(8) FEET OF PRIVATE PROPERTY TO RIGHT-OF-WAY [TOTAL 296' LINEAR FEET OF PRIVATE PROPERTY] ,re rr, New right - through lane tea. ""'" • Blocked for illegal Additional turns to on -ramp dedicated _ ..I :a , d - I ,, left -turn lane . ` ' .t.. NES THST -t -r RRQPERTYRE.PVC TIO 4' median with trees 1 Mir Access to site separate from traffic lanes -r New Julia Tuttle Bike Path PALyt PARK cr , •New Pedestrian connection between parks • elevated (shown) • tunnel not shown) INTRACOASTAL WATERWAY PROPOSED PLAN VIEW Sectinn A Submitted into the public 4I recor f item(s) f on City leok APPENDIX A Existing Roadway Conditions and Proposed Improvements MAGNOLIA • proposed improvement: TRAFFIC CONDITIONS EXISTING TRAFFIC CONDITIONS EXISTING PLAN VIEW IInlrwrrnal.ucn ITrnvadeci byTr7flir LnginenrI Seclion A z MAGNOLIA proposed improvement: TRAFFIC CONDITIONS PROPOSED DEDICATION OF EIGHT (8) FEET OF PRIVATE PROPERTY TO RIGHT-OF-WAY [TOTAL 296' LINEAR FEET OF PRIVATE PROPERTY) New right - through lane v Blocked For Illegal • Additional turns to on -ramp dedicated - all MR . Iel2-turn lane . • M€ 38TH ST r r � r 4' median with ' trees MY RED MN 6 Aecess to site 1 separate from c traffic lames w New Julia Tuttle Bike Path Closed acce,s New Pedestrian co nn et Lion between parks • elevated (shown) • tunnel (not shown) STEARNS PAt, INTRACOASTAL SNA1E.FISNAT PROPOSED PLAN VIEW ri:;n n•,rn 1,1 Cr,; Section A APPENDIX B Traffic Counts and Signal Timing Submiticd into the public reco c4 can Traf Tech Engineering Inc. File Name : Site Code : Start Date : Page No 1-Biscayne Blvd & NE 38th Street 00000000 5/20/2021 1 Groups Printed- Peds & Bikes Biscayne Blvd NE 38th Street Biscayne Blvd NE 38th Street From North From East From South From West Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds lit. Total 07'00 0 0 0 0 1 0 0 3 0 0 0 0 1 0 0 3 8 07:15 0 0 0 0 4 0 0 1 0 0 0 0 0 0 0 2 7 07:30 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Total 0 0 0 0 5 0 0 5 0 0 0 0 1 0 0 7 18 08:00 08:15 ... BREAK •.. 08:45 Total "' BREAK — 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 3 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 3 0 0 0 0 Q 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 6 0 0 0 0 1 0 0 0 7 16:00 0 0 0 0 1 0 0 10 0 0 0 0 0 0 0 0 11 16:15 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 3 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Total 0 0 0 0 2 0 0 10 0 0 0 1 1 0 0 4 18 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 17:15 0 0 0 0 3 0 0 0 0 0 0 0 1 0 0 3 7 17:30 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 4 17:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 Total 0 0 0 0 4 0 0 0 0 0 0 0 2 0 0 9 15 Grand Total 0 0 0 0 11 0 0 21 0 0 0 1 5 0 0 20 58 Apprch % 0 0 0 0 34.4 0 0 65.6 0 0 0 100 20 0 0 80 Total % 0 0 0 0 19 0 0 36.2 0 0 0 1.7 8.6 0 0 34.5 Submitted into the public recordfor itern(s) on Traf Tech Engineering Inc. City C - rk File Name : Site Code : Start Date : Page No : 1-Biscayne Blvd & NE 38th Street 00000000 5/20/2021 1 Groups Printed- Autos Heavy vehicles Biscayne Blvd NE 38th Street Biscayne Blvd NE 38th Street From North From East From South From West Start Time Right Thru Left ., . Ara Feu, Right Thru Left _ c;; rr i Right Thru Left :,np rmv Right Thru Left u, c<. T . Ins TOW 07:00 8 195 117 0 320 17 12 37 0 66 94 122 8 1 225 0 0 0 0 0 611 07:15 8 193 124 0 325 42 23 68 0 133 115 143 5 0 263 0 0 0 0 0 721 07.30 10 240 167 0 417 50 29 53 0 132 100 123 8 0 231 0 0 0 0 0 780 07745 9 271 157 0 437 58 25 78 1 162 137 182 11 1 331 1 0 0 0 1 931 Total 35 899 565 0 1499 167 89 236 1 493 446 570 32 2 1050 1 0 0 0 1 3043 08:00 12 276 123 0 411 54 13 59 0 126 119 186 3 0 310 0 0 0 0 0 847 08:15 8 259 93 1 361 56 24 83 0 163 118 160 1 0 279 0 0 0 0 0 803 08:30 0 264 118 0 382 58 22 95 0 175 116 180 2 0 298 0 0 0 0 0 855 08:45 2 242 80 0 324 47 24 81 0 152 121 184 5 1 311 0 0 0 0 0 787 Total 22 1041 414 1 1478 215 83 318 0 616 474 712 11 1 1198 0 0 0 0 0 3292 "" BREAK ... 16:00 22 279 81 0 382 63 34 91 0 188 116 223 6 1 346 0 0 0 0 0 916 16:15 15 220 66 0 301 49 45 113 0 207 93 179 10 0 282 0 0 0 0 0 790 16:30 22 240 83 0 345 43 32 105 0 180 105 240 10 1 356 0 0 0 0 0 881 16:45 13 239 90 0 342 58 49 127 0 234 101 229 17 1 348 0 0 0 0 0 924 Total 72 978 320 0 1370 213 160 436 0 809 415 871 43 3 1332 0 0 0 0 0 3511 17:00 9 210 79 0 298 51 29 108 0 188 79 217 11 0 307 0 0 0 0 0 793 17:15 16 227 73 0 316 44 40 120 0 204 100 237 10 1 348 1 0 0 0 1 869 17730 11 254 91 0 356 43 34 98 0 175 99 248 4 0 351 1 0 0 0 1 883 17:45 9 209 77 0 295 59 38 122 0 219 98 217 6 0 321 1 0 0 0 1 836 Total 45 900 320 0 1265 197 141 448 0 786 376 919 31 1 1327 3 0 0 0 3 3381 Grand Total 174 3818 1619 1 5612 792 473 143e 1 2704 1711 3072 117 7 4907 4 0 0 0 4 13227 Apprch % 3.1 68 28 8 0 29.3 17.5 53.2 0 34.9 62.6 2.4 0.1 100 0 0 0 Total% 1.3 28.9 12.2 0 42.4 6 3,6 10.9 0 20,4 12,9 23.2 0.9 0.1 37.1 0 0 0 0 0 Autos 172 3808 1618 1405 1685 2987 13057 % Autos 98.9 99.7 99.9 100 99.8 99 99.2 57.7 100 98.3 98.5 97.2 99.1 100 97.7 100 0 0 0 100 98.7 hr.v VBn,C194 .. HIavy Vel,cl.. 1.1 0.3 0,1 0 0,2 1 0.8 2.3 t} 1.1 1.5 2.8 0.9 0 2.3 0 0 0 0 0 1.3 Submitted into the public reeordifor i em(s) on City lerk raf Tech Engineering Inc. File Name Site Code Start Date Page No 1-Biscayne Blvd & NE 38th Street :00000000 : 5/20/2021 :2 � 0St a a a J 0 0 0 r vaa- Biscayne Blvd Out In Total 3771 5598 9369 93 13 106 3864 5611 9475 172 3808 1618 1 2 10 1 0 174 3818 1619 1 Right Thru Left U-Turns North 5120i2021 07:00 5/20/2021 17'45 Autos Heavy Vehicles 4 r Left Thru Right U-Turns 116 2987 1685 7 1 85 26 0 117 3072 1711 7 5217 4788 10005 43 112 155 5250 49110 10160 Out In Total Ricravnp RIvr4 t9 V —1 to W 0 'time wns0� 0 rn 1 W A DO CD b -- CO.7 C N (an V 97 CO A] - - Submitted into the rev) xd fo i eni(s) 01 City Cie L. f Tech Biscayne Blvd NE 38th Street From North From East Start Time Right Thru Left -v,, AM VIP. Right Thru Left L,..„4 Peak Hour Analysis From 07:00 to 17:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:00 22 279 81 0 382 63 34 91 0 188 116 223 6 1 346 0 0 0 0 0 916 16:15 15 220 66 0 301 49 45 113 0 207 93 179 10 0 282 0 0 0 0 0 790 16:30 22 240 83 0 345 43 32 105 0 180 105 240 10 1 356 0 0 0 0 0 881 16:45 13 2.39 90 0 342 58 49 127 0 234 101 229 17 1 348 0 0 00 0 924 Total Volume 72 978 320 0 1370 213 160 436 0 809 415 871 43 3 1332 0 0 0 0 0 3511 %Apo. Total 5.3 71.4 23.4 0 26.3 19.8 53.9 0 31.2 65.4 3.2 0.2 0 0 0 0 PHF 818 .876 .889 .000 .897 .845 .816 .858 000 .864 .894 .907 .632 .750 .935 .000 .000 .000 .000 .000 .950 Autos 71 976 319 0 1366 211 160 428 0 799 408 849 42 3 1302 0 0 0 0 0 3467 % Autos 98.6 99.8 99.7 0 99.7 99.1 100 98.2 0 98 8 98.3 97.5 97.7 100 97.7 0 0 0 0 0 98 7 Heavy Ven.,;le5 s:H rrV.,46r, 1.4 0.2 0.3 0 0.3 0.9 0 1.8 0 1.2 1.7 2.5 2.3 0 2.3 0 0 0 0 0 1.3 Engineering Ince File Name Site Code Start Date Page No 1-Biscayne Blvd & NE 38th Street :00000000 : 5/20/2021 :3 Biscayne Blvd NE 38th Street From South From West tt. ,alai Right Thru Let ,,.,, a Feu• RI Thru Left a•.,, +•n. '.vas ant Toai - c3 ryu] ❑ o N t- a C3 6 = co 0 co CC w 1 z Cal Ur) Qry ry 0 0 6 9 Biscayne Blvd Out do Total 1060 1366 2426 24 4 28 1084 1370 2454 71 976 319 0 1 2 1 0 72 978 320 0 Right Thru Left U-Turns 4 Peak Hour Data North Peak Hour Begins al 16:00 Autos Heavy Vehicles +I M Left Thru Right U-Turns 42 849 408 3 1 22 7 0 43 871 415 3 1404 1299 2703 10 30 40 1414 1329 2743 Oul in Total Ri ravnF Blvd ♦ i1 m N 4 2So8 N w or co on 3 4 0 0 Traf Tech Engineering Ince Submitted into the public recor for'tem s) 5. File Name : 1-Biscayne Blvd & NE 38th Street on City ('lerk Site Code : 00000000 Start Date : 5/20/2021 Page No : 4 Biscayne Blvd NE 38th Street Biscayne Blvd NE 38th Street From North Frcm East From South From West Start Time Right Thru Left s.,v,. - Right Thru Left A. « 79+ Right Thru Left T„r.a Mp Ten„ Right Thru Leff ..,, . .pp -„, im %lai Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 07:45 9 271 157 0 437 58 25 78 1 162 137 182 11 1 331 1 0 0 0 1 931 08:00 12 276 123 0 411 54 13 59 0 126 119 188 3 0 310 0 0 0 0 0 847 08:15 8 259 93 1 361 56 24 83 0 163 118 160 1 0 279 0 0 0 0 0 803 08:30 0 264 118 0 382 58 22 95 0 175 116 180 2 0 298 0 0 0 0 0 855 Toial Volume 29 1070 491 1 1591 226 84 315 1 626 490 710 17 1 1218 1 0 0 0 1 3436 App. Taiai 1.8 67 3 30.9 0.1 36.1 13.4 50.3 0.2 40.2 58.3 1.4 0.1 100 0 0 0 PHF 6n4 969 762 25n 910 974 .840 829 .250 R94 .894 .944 .386 .250 .920 .250 .000 .000 .000 .250 923 Autos 29 1065 % Autos 100 99.5 100 100 99.7 99.6 100 97.8 100 98.7 98.2 96.5 100 100 97.2 100 0 0 0 100 98.6 Heflry Vo,Idsf wavy wet,incr 0 0.5 0 0 0.3 0.4 0 2.2 0 1.3 1.8 3.5 0 0 2.8 0 0 0 0 0 1.4 Biscayne Blvd Out In Total 910 1585 2495 26 5 31 936 1590 2528 29 1065 491 1 0 5 0 0 29 1070 491 1 Right Thru Left U-Turns 4 1 Peak Hour Data o�, c c c ,Alt R u occ North -- —CDrU m E. . 5¢ 1 Peak Hour Begins at 07:45 4 2 a o .0 a1 �l j `a c r Autos mri w c ea V a o �, ix Heavy Vehicles .. = 2 0,_ fl06 C al [n9 Li al — W W N y 4 Leh Thru Right U-Turns 17 685 481 1 0 25 9 0 17 710 490 1 1374 1183 2557 12 34 46 1386 1217 2603 Out In Total Risjna Rlvrl Traf Tech Engineering Inc. Submitted into the tic ICC Tcl i1T 3t rrt ity Cl .rk File Name 1-Biscayne Blvd & NE 38th Street Site Code 00000000 Start Date : 5/2012021 Page No : 5 Biscayne Blvd NE 38th Street Biscayne Blvd NE 38th Street From North From East From South From West Start Time Right Thru Left Right Thru Left uTwm dpo Right Thru Left , Right Thru Left LLrwu .aap r[I• la Tat . Peak Hour Analysis Frorn 16:00 to 17:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:00 22 279 81 0 382 63 34 91 0 188 116 223 6 1 346 0 0 0 0 0 916 16:15 15 220 66 0 301 49 45 113 0 207 93 179 10 0 282 0 0 0 0 0 790 16:30 22 240 83 0 345 43 32 105 0 180 105 240 10 1 356 0 0 0 0 0 881 16:45 13 239 90 0 342 58 49 127 0 234 101 229 17 1 348 0 0 0 0 0 924 Total Volume 72 978 320 0 1370 213 160 436 0 809 415 871 43 3 1332 0 0 0 0 0 3511 App Total 5.3 71.4 23.4 0 26.3 19.8 53.9 0 31.2 65.4 3.2 0.2 0 0 0 0 PHF .818 .876 889 .000 .897 .845 .816 .858 .000 .864 .894 907 .632 .750 .935 000 .000 .000 .000 .000 .950 Autos 71 976 319 0 1366 211 160 428 0 799 408 849 42 3 1302 0 0 0 0 0 3467 % Autos 98.6 99.8 99.7 0 99.7 99.1 100 98.2 0 98.8 98.3 97.5 97.7 100 97.7 0 0 0 0 0 98.7 lieat'y Vehotles N. How., VOX*: 1.4 0.2 0.3 0 0.3 0,9 0 1 8 0 1.2 1.7 2.5 2.3 0 2.3 0 0 0 0 0 1 3 on AN � 000 � y N N 8 coo V7 c M z tt ;yam ❑N 0CJ C5 F. Biscayne Blvd Out In Tow 1060 1366 2426 24 4 28 1084 1370 2454 71 976 319 0 1 2 1 0 72 978 320 0 Right Thru Lett U-Turns 4 Peak Hour Data North Peak Hour Begins at 16:00 Autos Heavy Vehicles 1 Left Thru Right U-Turns 42 849 408 3 1 22 7 0 43 871 415 3 1404 1299 2703 10 30 40 1414 1329 2743 Out In Total Rlgravn� Blvd M IL 0 N Coa N w Submitted into the public record for i4,e1n(s) ■ on City erk Traf Tech Engineering Inc. File Name : 2-NE 38th St & WB On -Ramp Site Code : 00000000 Start Date : 5/20/2021 Page No • 1 Groups Printed- Peds & Bikes 1-195 WB ON -Ramp NE 38th Street 1-195 WB ON -Ramp NE 38th Street From North From East From South From West Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds Int Total 07:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:45 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 4 Total 0 0 0 0 0 0 0 0 1 0 0 6 0 0 0 0 7 ••• BREAK*" 08:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 15 16 08:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 5 6 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 Total 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 25 27 "' BREAK "* 14:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 **- BREAK "*- Total 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 BREAK `" 16:00 0 0 0 0 0 0 0 1 0 0 0 5 0 0 0 0 6 16:15 0 0 0 0 0 0 0 1 0 0 0 5 0 0 0 0 6 16:30 0 0 0 0 0 0 0 2 0 0 0 7 0 0 0 0 9 16:45 0 0 0 0 0 0 0 4 0 0 0 3 0 0 0 0 7 Total 0 0 0 0 0 0 0 8 0 0 0 20 0 0 0 0 28 17:00 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 4 17'15 0 0 0 0 0 0 0 2 1 0 0 9 0 0 0 0 12 17:30 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 1 6 17:45 0 0 0 0 0 0 0 3 1 0 0 1 0 0 0 0 5 Total 0 0 0 0 0 0 0 14 2 0 0 10 0 0 0 1 27 Grand Total 0 0 0 0 0 0 0 22 3 0 0 43 0 0 0 26 94 Apprch % 0 0 0 0 0 0 0 100 6.5 0 0 93.5 0 0 0 100 Total % 0 0 0 0 0 0 0 23.4 3.2 0 0 45.7 0 0 0 27.7 1 ra f Tech Engineering Inc. Submitted into the ublic , [ record for items) on1t 1 . . City Cl rk File Name : 2-NE 38th St & WB On -Ramp Site Code : 00000000 Start Date : 5/20/2021 Page No • 1 Groups printed- Autos - Heavy Vehicles 1-195 WB ON -Ramp NE 38th Street 1-195 WB ON -Ramp NE 38th Street From North From East From South From West Start Time Right Thru Left _ Right Thru Left U.Twrn ... ,i..a. Right Thru Left n auc ,..i Right Thru Left .. , ,nr cam, Teal Int Total 07:00 1 0 0 W0 1 0 71 2 0 73 0 0 0 0 0 189 3 0 0 192 266 07:15 1 0 0 0 1 0 178 7 0 185 0 0 3 0 0 213 3 0 0 216 402 07:30 0 0 0 0 0 0 129 3 0 132 0 0 0 0 0 245 3 0 0 248 380 07:45 0 0 0 0 0 0 127 1 0 128 0 0 0 0 0 247 9 0 0 256 384 Total 2 0 0 0 2 0 505 13 0 518 0 0 0 0 0 894 18 0 0 912 1432 08:00 0 0 0 0 0 0 124 5 0 129 0 0 0 0 0 224 11 0 0 235 364 08:15 1 1 0 0 2 0 140 3 0 143 0 0 0 0 0 184 15 0 0 199 344 08:30 3 0 0 0 3 0 156 3 0 159 0 0 0 0 0 199 15 0 0 215 377 08:45 2 1 0 0 3 0 141 3 0 144 0 0 0 0 0 185 12 0 0 197 344 Total 6 2 0 0 8 0 561 14 0 575 0 0 0 0 0 792 54 0 0 846 1429 "- BREAK "- 16:00 7 1 0 0 8 0 174 2 0 176 0 0 0 0 0 159 8 0 0 177 361 1615 5 0 0 0 5 0 196 4 0 200 0 0 0 0 0 156 5 0 0 161 366 16:30 7 0 0 0 7 0 165 1 0 166 0 0 0 0 0 169 3 0 0 172 345 16:45 3 1 0 0 4 0 224 6 1 231 0 0 0 0 0 168 7 0 0 175 410 Total 22 2 0 0 24 0 759 13 1 773 0 0 0 0 0 662 23 0 0 685 1482 17:00 6 0 0 0 6 0 177 7 0 184 0 0 0 0 0 146 2 0 0 148 338 17:15 4 0 0 0 4 0 194 6 0 200 0 0 0 0 0 154 7 0 0 161 365 17:30 3 0 0 0 3 0 166 5 1 172 0 0 0 0 0 165 10 0 0 175 350 17:45 5 0 0 0 5 0 208 3 1 212 0 0 0 0 0 155 6 0 0 151 378 Total 18 0 0 0 18 0 745 21 2 768 0 0 0 0 0 620 25 0 0 645 1431 Grand Total 48 4 0 0 52 0 2570 61 3 2634 0 0 0 0 0 2968 120 0 0 3088 5774 Apprch % 92.3 7.7 0 0 0 97.6 2.3 0.1 0 0 0 0 96 1 3.9 0 0 Total % 0.8 0.1 0 0 0.9 0 44.5 1.1 0.1 45.6 0 0 0 0 0 51.4 2.1 0 0 53.5 Autos 48 4 0 0 52 0 2542 2952 % Autos 100 100 0 0 100 0 98.9 100 100 98.9 0 0 0 0 0 99.5 99.2 0 0 99,4 99.2 Heavy VO, E.les ' thiai, Vr., 0 0 0 0 0 0 1.1 0 0 it 0 0 0 0 0 0.5 0.8 0 0 0.6 0.8 Submitted into the public record for litem (s) on City Traf erk e h Engineering Inc. File Name : 2-NE 38th St & WB On -Ramp Site Code : 00000 00 Start Date : 5/20/2021 Page No : 2 l-195 WB ON -Ramp Out In Total O 52 52 O 0 0 O 52 52 48 4 0 0 0 0 0 0 48 4 0 0 Right Thru Left U-Turns 1 f0 L- 2 000= - . A CU LE _in tn -•,o 000 na -.w li rn-ty� North -na Iv ��� m T S N (A w= Q `- o 1- ' 5f20/2021 07:00 1 2 o a N ti r� 0'= rq r s CV � � _ 5/20/2021 17:45 03 CD _ 5 ca mTrnrrn -ww, Z a ▪ W W N N ff Autos ,- 0 0 o•A ;; ' m Heavy Vehicles N N --1 Q N N 4 4 4 0 V V 3 1T A7N91 y 4 Leff Thru Right U-Turns 0 9 0 0 O 0 0 0 O 0 0 0 3017 0 3017 16 0 16 3033 0 3033 Out In Total l-195 WR ONI-Ramn Traf Tech Engineering Inc. Submitted into the public _ re rd for i em(s) -0 V on '1\.. City C rk File Name : 2-NE 38th St & WB On -Ramp Site Code : 00000000 Start Date : 5/20/2021 Page No : 3 1-195 WE ON -Ramp NE 38th Street 1-195 WB ON -Ramp NE 38th Street From North From East From South From West Start Time Right Thru Left u•'..s «a rma Right Thru Left . o Right Thru Left J.,- , K. ,,,,; Right Thru Left .V.., i`1^ Than. Peak Hour Analysts From 07:00 to 17:45 - Peak 1 of 1 Peak Four for Entire intersection Begins at 07:15 07:15 1 0 0 0 1 0 178 7 0 185 0 0 0 0 0 213 3 0 0 216 402 07:30 0 0 0 0 0 0 129 3 0 132 0 0 0 0 0 245 3 0 0 248 380 07:45 0 0 0 0 0 0 127 1 0 128 0 0 0 0 0 247 9 0 0 256 384 08:00 0 0 0 0 0 0 124 5 0 129 0 0 0 0 0 224 11 0 0 235 364 Tow Volume 1 0 0 0 1 0 558 16 0 574 0 0 0 0 0 929 26 0 0 955 1530 %App T01191 100 0 0 0 0 97.2 2.8 0 0 0 0 0 97.3 2.7 0 0 PHF .250 000 .000 .000 .250 .000 .784 .571 .000 .776 .000 .000 .000 .000 .000 .940 .591 .000 000 .933 .951 Autos 1 0 0 0 1 0 547 16 0 563 0 0 0 0 0 926 26 0 0 952 1516 % Autos 100 0 0 0 100 0 98-0 100 0 98.1 0 0 0 0 0 99.7 100 0 0 99.7 99.1 Heavy Velvelas R Heavy Veencle, 0 0 0 0 0 0 2.0 0 0 1.9 0 0 0 0 0 0.3 0 0 0 0.3 0.9 1-195 WB ON -Ramp Out In Total 0 1 1 0 0 0 0 1 1 1 0 0 0 0 0 0 0 1 0 0 0 Right Thru Left U-Tums 4 1 Peak Hour Data -dry 444 - .. x p. Ws el V a7 4 Q hr • 044 N e.3 -. Tif 9430 North 0)4am m - a an u7 / Peak Hd❑r Begll53 of 0715 m - -ter m _C — ah a.I+ 7' CO CO � Autos r 4, -' ril W Of aY1 co s u —. a z co _ is Heavy Vehicles . Q, C as 5 der • 444 C . Qi N� 7 = 0) Iu t' 3 CCC 4� W -f 7 an 4 Left Thru Right U-T urns 0 0 0 0 O 0 0 0 O 0 0 0 942 0 942 3 0 3 945 0 945 Out In Total L1��y 4NR CA-R7mn Submitted into the puhki record for i1tem(s) on Traf Tech Engineering Inc. City►Cierk 1-195 WO ON -Ramp NE 38th Street From North From East Start Time Right Thru Left apt tr.e Right Thru Left Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 07:15 1 0 0 0 1 0 178 7 0 07:30 0 0 0 0 0 0 129 3 0 07.45 0 0 0 0 0 0 127 1 0 08:00 0 0 0 0 0 0 124 5 0 Total Volume 1 0 0 0 1 0 558 16 0 Apo Total 100 0 0 0 0 97,2 2.8 0 PHF .250 .000 000 .000 .250 .004 .784 ,571 .000 Autos 1 0 0 0 1 0 547 16 0 %Autos 100 0 0 0 100 0 98.0 100 0 HeAVy Vyhl[ieE. S; Heavy VzNcies 0 0 0 0 0 0 2.0 0 0 File Name Site Code Start Date Page No : 2-NE 38th St & WB On -Ramp :00000000 : 5/20/2021 :4 1-195 WB ON -Ramp From South Right Thru Lel , 185 0 0 0 0 132 0 0 0 0 128 0 0 0 0 129 0 0 0 0 574 0 0 0 0 0 0 3 0 .776 .000 .000 000 .000 563 0 0 3 0 98.1 0 0 0 0 1.9 0 0 0 0 0 0 0 0 0 :000 0 NE 38th Street From West Right Thru Left 213 245 247 224 929 97.3 .940 926 99.7 3 3 0 9 0 11 0 26 0 2.7 0 .591 .000 26 0 100 0 0 215 0 248 0 256 0 235 0 955 0 .000 .933 0 952 0 99.7 fnt irAM 402 380 384 364 1530 951 1516 99.1 0 03 0 0 0 0.3 09 tft �r 41, 6 C] rJ 3 1.195 WB ON -Ramp Out In Total O 1 1 O 0 0 O 1 1 1 0 0 0 0 0 0 0 1 0 0 0 Right Thru Leh U-Turns 4 M Peak Hour Data North Peak Hour Begins at 07:15 Autos Heavy Vehicles a. 4 1 Leh Thru Right U-Turns O 0 0 0 0 0 0 0 O 0 0 0 942 0 942 3 0 3 945 0 945 Out In Total __ 1-99JSWR fA!-Ftamn. al tr5 ^d4 C7 Chi C541 a m 2 LA -- ut rn j 5 E3 cn Irr v�co m cYr C orr 0, C, v� n Submitted into the public record fob m(s) on City C -rk. Traf Tech Engineering Inc. File Name : 2-NE 38th St & WB On -Ramp Site Code : 00000000 Start Date : 5/20/2021 Page No : 5 1-195 WB ON -Ramp NE 38th Street 1-195 WB ON -Ramp NE 38th Street From North From East From South From West Start Time Right Thru Left a-r„rr.. Aap Tula, Right Thru Left „•,,, :•• T,• Righl Tttru Left J •,,,., .:,: •0,1 Right Thru Left ,Turns Al, 'amp tni rota; Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:00 16:00 7 1 0 0 8 0 174 2 0 176 0 0 0 0 0 169 8 0 0 177 361 16:15 5 0 0 0 5 0 196 4 0 200 0 0 0 0 0 156 5 0 0 161 366 16:30 7 0 0 0 7 0 165 1 0 166 0 0 0 0 0 169 3 0 0 172 345 16:45 3 1 0 0 4 0 224 6 1 231 0 0 0 0 0 168 7 0 0 175 410 Total Volume 22 2 0 0 24 0 759 13 1 773 0 0 0 0 0 662 23 0 0 685 1482 % App Total 91.7 8.3 0 0 0 98.2 1.7 0.1 0 0 0 0 96.6 3.4 0 0 PHF .786 .500 ,000 000 750 .000 .847 .542 250 837 000 000 .000 .000 .000 .979 .719 .000 .000 .968 .904 Autos 22 2 0 0 24 0 755 13 1 769 0 0 0 0 0 657 23 0 0 680 1473 % Autos 100 100 0 0 100 0 99.5 100 100 99.5 0 0 0 0 0 99.2 100 0 0 99.3 99.4 li&avVemKle3 :: oO� uO,ICPa, 0 0 0 0 0 0 0.5 0 0 0.5 0 0 0 0 0 0.8 0 0 0 0.7 0.6 1-195 WB ON -Ramp Out In Total 0 24 24 0 0 0 0 24 24 22 2 0 0 O 0 0 0 22 2 0 0 Right Thru Left U-Tunis Peak Hour Data North Peak Hour Begins al 16:00 Autos Heavy Vehicles 1 Left Thru Right U-Turns 0 0 0 0 O 0 0 0 0 0 0 0 672 0 672 5 0 5 677 0 677 Out In Total I-105 WR ON•Ramo r � m' ^3v0o 0 N N w Ca W z — 1 m 2 ��ST w u' ti. --.1 5 3 -.1 61 ID Pa 1. CO ..' = c+ caw T. C — COCDm cna m Submitted into the public record or t em(s) can City erk NE 5th Ct 1 Frontage Rd From North Traf Tech Engineering Inc. File Name : 3-NE 38th St & Frontage Rd Site Code : 00000000 Start Date : 5/20/2021 Page No : 1 Groups Printed- Peds & Bikes NE 38th Street NE 5th Ct / Frontage Rd From East From South NE 38th Street From West Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds int. Total 07:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 07:45 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 4 Total 0 0 0 0 0 0 0 0 1 0 0 6 0 0 0 0 7 "' BREAK 08:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 08:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 I — BREAK "* Total 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 BREAK "' 14:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 "' BREAK'*` Total 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 "'* BREAK "" 16:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 16:15 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 16:30 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 7 16:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 Total 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 20 -*' BREAK "' 17.15 0 0 0 0 0 0 0 0 1 0 0 9 0 0 0 0 10 ... BREAK'"' 17:45 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 2 0 0 10 0 0 0 0 12 Grand Total 0 0 0 0 0 0 0 0 3 0 0 43 0 0 0 0 46 Apprch % 0 0 0 0 0 0 0 0 6.5 0 0 93.5 0 0 0 0 Total % 0 0 0 0 0 0 0 0 6.5 0 0 93.5 0 0 0 0 Suhmin ct into the t t cor for ° ern(s) on. Start Time 07:00 07:15 07:30 07:45 Total 08:00 08:15 08:30 08:45 Total Lt nlic NE 5th C1 / Frontage Rd From North Right Thru 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BREAK "" 16:00 16:15 16:30 16:45 Total 17:00 17:15 17:30 17:45 Total Grand Total Apprch °Ia Total % Autos % Autos Heavy Verilde5 n Heavy Vd.Klos 0 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 0 ty Traf Tech Erigirieering Inc. File Name Site Code Start Date Page No Groups Printed- Autos - Heavy Vehicles NE 38th Street NE 5th Ct / Frontage Rd Frain East From South Left Right Thru 0 0 0 0 73 0 0 0 0 185 0 0 0 0 132 0 0 0 0 128 0 0 0 0 518 0 0 0 0 129 0 0 0 0 143 0 0 0 0 159 0 0 0 0 144 0 0 0 0 575 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 176 200 166 230 772 184 200 171 211 766 0 0 0 0 0 0 2631 0 0 0 0 0 100 0 0 0 0 0 0 93.2 0 0 0 0 0 0 2603 0 0 0 0 0 0 98.9 0 0 0 0 0 0 11 Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 73 185 132 128 518 Rignt Thru 0 0 0 0 0 0 0 0 0 0 Lett 2 0 1 2 5 : 3-NE 38th St & Frontage Rd :00000000 : 5/20/2021 .1 u-*on: amp 'ma Righi 0 2 0 0 0 0 0 1 0 0 2 0 0 5 0 129 0 0 1 0 143 0 0 2 0 159 0 0 1 0 144 0 0 2 0 575 0 0 6 0 176 0 0 7 0 200 0 0 5 0 166 0 0 4 0 230 0 0 7 0 772 0 0 23 0 1 0 2 0 1 0 2 0 6 0 7 0 5 0 4 0 7 0 23 0 184 1 0 3 0 9 0 200 1 0 12 0 13 0 171 0 0 4 0 4 0 211 2 0 11 0 13 0 766 4 0 35 0 39 0 0 0 2631 4 0 0 5.5 0 0 93.2 0 1 0 0 0 69 94.5 2.4 0 0 a 0 0 98.9 100 0 100 0 NE 38th Street From West Thru Left 3 0 0 3 0 0 3 0 0 9 0 0 18 0 0 11 15 16 12 54 0 0 0 0 0 8 0 5 0 3 0 7 0 23 0 2 0 7 0 10 0 6 0 25 0 0 0 0 0 0 3 3 3 9 18 11 15 16 12 54 0 8 0 5 0 3 0 7 0 23 0 0 0 0 0 Int TG13i 78 188 136 139 541 141 160 176 158 635 191 210 173 244 818 2 195 7 220 10 185 6 230 25 830 73 0 120 0 0 120 2824 0 100 0 0 2.6 0 4.2 0 0 4.2 100 0 99.2 0 0 99.2 99 {1 0 1.1 0 0 0 0 0 0 0-8 0 0 0.8 1 Submitted into the public. t Traf Tech Engineering Inc. tt ccor for 'tern(s) ,l1 1\ l% •1:4- City i rk File Name : 3-NE 38th St & Frontage Rd Site Code : 00000000 Start Date : 5/20/2021 Page No : 2 3 NE 5th Ct 1 Frontage Rd Out In Total 0 0 0 ❑ 0 0 O 0 0 O 0 0 0 O 0 0 0 O 0 0 0 Righl Thru Leh U-Turns 1 tr North 5/20/2021 07:00 5/20/2021 17:45 Autas Heavy Vehicles 1 Lett Thru Right Li -Turns 69 0 4 0 0 0 0 0 69 0 4 0 0 73 73 O 0 0 0 73 73 Out In Total NF Sib C:t l Frnntana Rrt Traf Tech Engineering Inc. Submitted into the publi record or i em(s) _ onCity erk NE 5th Ct / Frontage Rd NE 38th Street F•am North From East Start Time Right Thru Left ,o; „i,. Right Thru Left Peak Hour Analysis From 07:00 to 17:45 - Peak 1 of 1 Peak Hour for Entire intersection Begins at 16:45 16;45 0 0 0 0 0 0 230 0 0 17:00 0 0 0 0 0 0 184 0 0 17:15 0 0 0 0 0 0 200 0 0 17:30 0 0 0 0 0 0 171 0 0 Total Volume 0 0 0 0 0 0 785 0 0 % App Total 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 000 .000 .853 Autos 0 0 0 0 0 0 777 % Autos 0 0 0 0 0 0 99.0 Heavy Vehecles ~tram YOOLrea. 0 0 0 0 0 0 File Name Site Code Start Date Page No NE 5th Ct / Frontage Rd From South .: ..., Righl Thru Left 230 184 200 171 785 000 .000 .853 0 0 777 0 0 99.0 0 1 0 2 6.1 500 2 100 0 0 0 0 0 000 0 0 7 8 12 4 31 93.9 646 31 100 0 0 0 0 0 0 000 0 0 1.0 0 0 1.0 0 0 0 0 : 3-NE 38th St & Frontage Rd :00000000 : 5/20/2021 :3 7 9 13 4 33 635 33 100 NE 38th Street From West Right Thru Left ., .,ems Ima. 1rn 'mat 0 0 0 0 0 0 000 0 0 7 0 2 0 7 0 10 0 28 0 100 0 0 0 0 0 0 0 .650 .000 .000 26 0 0 100 0 0 7 2 7 10 26 650 26 100 244 195 220 185 844 865 836 99.1 0 0 0 0 0 0 0.9 o0 a J N0 (rf F_ _o SJ � r w 0 0 a E NE 5th Ct / Frontage Rcf Out In Total 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Righl Thru Left U-Turns 1 Peak Hour Data r North Peak Hour Begins at t6'45 Autos Heavy Vehicles 4 LeR Thru Right U-Turns 31 0 2 0 0 0 0 0 31 0 2 0 0 33 33 O 0 0 O 33 33 Out In Tolal NF Sth Ct i FrnntgnP Rrl 0 02 v T os©ta z m ♦ a ti 'ooCa 3 V 2[�irnN Submitted Into the public record for i m(s) 5 on � 1'i JI City C raf Tech Engineering Inc. NE 5th Ct / Frontage Rd NE 38th Street From North From East Start Time Right Thru Left Right Thru Left Peak Hour Analysis From 07:00 to 08.45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 08:00 0 0 0 0 0 0 129 08.15 0 0 0 0 0 0 143 08:30 0 0 0 0 0 0 159 08:45 0 0 0 0 0 0 144 Total Volume 0 0 0 0 0 0 575 % App. Total 0 0 0 0 0 100 P H F . 000 .0 00 .000 .000 .000 .000 .904 Autos 0 0 % Autos ❑ 0 Heavy Veh:eles :n 1189ee Veh+LW6 0 0 0 0 568 0 0 0 0 98.8 File Name : 3-NE 38th St & Frontage Rd Site Code : 00000000 Start Date : 5/20/2021 Page No : 4 NE 5th Ct 1 Frontage Rd NE 38th Street From South From West :a raw Right Thru Left .. Righi Thru Left Ye,,, 0 0 129 0 0 1 0 1 0 11 0 0 11 141 0 0 143 0 0 2 0 2 0 15 0 0 15 160 0 0 159 0 0 1 0 1 0 16 0 0 16 176 0 0 144 0 0 2 0 2 0 12 0 0 12 158 0 0 575 0 0 6 0 6 0 54 0 0 54 635 0 0 0 0 100 0 0 100 0 0 000 000 .904 .000 .000 750 .000 .750 .000 844 .000 .000 .844 .902 0 0 568 0 0 6 0 6 0 53 0 0 53 627 0 0 98.8 0 0 100 0 100 0 98.1 0 0 98.1 98.7 0 0 0 0 0 0 1.2 0 0 1.2 0 0 0 0 0 0 1.9 0 0 1.9 1.3 NE 5th Ct 1 Frontage Rd Out In Total O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 Right Thru Left U-Turns Peak Hour Data is 0 1 � 0 0 0 ITT [}I C G cnrd' � North - C• z 9 en u7 n . ► 1 - cn on m to �+ 1, Peak Hour Begins at 08:00 2 w m m s — to cn 5 a Autos m En "_ rn z r v I,Y ' Heavy Vehicles a cr 0 m a '' n c7 c2 0 c 03 fl- ~ N N y c HT7 000 ,rt.W-'.— HT m Left Thru Right U-Turns 8 0 0 0 0. 0 0 0 6 0 0 0 O 6 6 O 0 0 O 8 6 Out In Total NF r,th Ct LFJnntann Rd Traf Tech Engineering Inc. Submitted into the public recur r m(s) on NE 5th et / Frontage Rd NE 38th Street From North From East Start Time Right Thru Left Right Thru Left Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 0 0 0 0 0 17.00 0 0 0 0 0 17:15 0 0 0 0 0 17'30 0 0 0 0 0 Tatar Volume 0 0 0 0 0 % App Total 0 0 0 0 PHF .000 .000 .000 .000 _000 Autos 0 0 0 % Autos 0 0 0 Heavy Vehrrres ti +teary V 41I 1 0 0 0 0 File Name : 3-NE 38th St & Frontage Rd Site Code : 00000000 Start Date : 5/20/2021 Page No ' 5 NE 5th Ct / Frontage Rd NE 38th Street. From South From Wesi Right Thru Let .- ur., WAC T H. Rrgnt Thru Left u-TurIns App row ie Toi I 0 230 0 0 230 0 0 7 0 7 0 7 0 0 7 244 0 184 0 0 184 1 0 8 0 9 0 2 0 0 2 195 0 200 0 0 200 1 0 12 0 13 0 7 0 0 7 220 0 171 0 0 171 0 0 4 0 4 0 10 0 0 10 185 0 785 0 0 785 2 0 31 0 33 0 26 0 0 26 844 0 100 0 0 6.1 0 93.9 0 0 100 0 0 .000 .853 .000 .000 .853 .500 000 646 000 .635 .000 .650 000 .000 .650 .865 0 777 0 0 777 2 0 31 0 33 0 26 0 0 26 836 0 99.0 0 0 99.0 100 0 100 0 100 0 100 0 0 100 99.1 0 0 0 0 0 0 1.0 0 1.0 0 0 0 0 0 0 0 0 0 0 0.9 'mmCOa CO CO F 2 mc0cr ❑ o o o E H 0od MI n e'1 C3 ... Cri tr . NE 51h CI / Frontage Rd Out In Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Right Thru Left U-Tutus 4 1 Peak Hour Data North Peak Hour Begins at 16:45 Autos Heavy Vehicles 1 Lett Thru Right U-Turns 31 0 2 0 0 0 0 0 31 0 2 0 0 33 33 0 0 0 0 33 33 Out In 7olal NF Sfh 01I FrnnranP Rri 4 ce w C707 Ct N NS CoCOO Z — I m L.;= cmri co --4 w ✓ -r j =. Co r— ko Co 4 rn N a o 0 o r? — I CO om 3 �€7 Q (.- +coon_.' Or Submitted into the public record for m(s) [' on �� L 7 C City erk Traf Tech Engineering Inc. File Narne : 4-NE 38th St & NE 6th Ave Site Code : 00000000 Start Date : 5/20/2021 Page No : 1 Groups Printed- Peds & Bikes NE eth Ave NE 38th Street NE 6th Ave NE 38th Street From North From East From South From West Start Time Bikes Peds Bikes Peds Bikes Peds Bikes Peds ini Total "' BREAK .,R 08:15 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 — BREAK "" Total 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 ▪ BREAK '" Grand Total 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Apprch % 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total % 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Submitted into the publi ream dkfor items an Start Time 07:00 07:15 07:30 07:45 Total 08:00 08:15 08:30 08:45 Total Right 5 8 3 12 28 BREAK *-" 16:00 1615 16:30 16:45 Total 17:00 17:15 17:30 17:45 Total Grand Total Apprch % Total % Autos % Autos Heavy Vehlcics aE r+aary Vehicles 9 12 17 12 50 17 6 10 6 39 3 7 9 11 30 City Clerk NE 6th Ave From North Thru Left , . _.,. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 a 5 8 3 12 28 9 12 17 12 50 17 6 10 6 39 3 7 9 11 30 Traf Tech Er+gineering Inc. Right 5 4 16 19 44 26 22 27 15 90 92 103 89 96 380 92 83 98 104 377 147 0 0 0 147 891 100 0 0 0 28.1 4.4 0 0 0 4.4 26.4 145 0 0 0 145 889 98.6 0 0 0 98.6 99.8 File Name Site Code Start Date Page No Groups Printed- Autos - Heavy Vehicles NE 38th Street NE 6th Ave From East From South Thru Left �, r, •• 67 1 0 73 114 0 0 118 133 0 0 149 134 0 0 153 448 1 0 493 112 110 140 144 506 144 171 146 191 652 160 174 145 185 664 0 0 0 1 0 2 0 0 2 1 3 0 1 5 0 0 0 0 0 0 0 0 0 0 0 0 a a 0 Right Thru Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4-NE 38th St & N E 6th Ave 00000000 5/20/2021 1 Right 0 0 3 9 12 138 0 0 0 0 0 4 133 0 0 0 0 0 6 167 0 0 0 0 0 4 159 0 0 0 0 0 4 597 0 0 0 0 0 18 236 276 235 287 1034 253 260 243 290 1046 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 2 4 11 3 5 6 4 18 2270 9 0 3170 0 0 0 0 0 59 71.6 0.3 0 0 0 0 0 100 67.2 0.3 0 93.9 0 0 0 0 0 1.7 224o 98.7 100 0 99 0 0 0 0 0 100 1.4 0 0 0 1.4 0.2 1 3 0 0 1 0 0 0 0 NE 38th Street From West Thru Left a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 a 0 0 0 0 0 -.m 0 0 3 9 12 4 6 4 4 18 4 1 2 4 11 3 5 6 4 18 ri iwai 78 126 155 174 533 151 151 188 175 665 257 283 247 297 1084 259 272 258 305 1094 0 0 0 59 3376 0 0 0 0 0 0 1.7 0 0 0 100 99 0 0 0 0 0 0 1 Submitted into the public recarJ foryitern(s) on erk raf Tech Engineering Inc. File Name : 4-NE 38th St & NE 6th Ave Site Code : 00000000 Start Date : 5/20/2021 Page No : 2 fldi 0O0 Lc; 0 01 - °® t 07 w x —m-- Qn Hari vQo NE 6th Ave Out In Total 889 145 1034 2 2 4 891 147 1038 145 0 0 0 2 0 0 0 147 0 0 0 Right Thru Left U-Turns 4 ► North 5/20/2021 07:00 512or2021 17.45 Autos Heavy Vehicles Left Thru Right U-Turns O 0 0 0 0 0 0 0 O 0 0 0 68 0 68 0 0 0 68 0 68 Out In Total NF Cirh6iNva Submitted into the publi reeor for ° ern(s) on Tra City Clerk ec ngineering Inc. File Name : 4-NE 38th St & NE 6th Ave Site Code : 00000000 Start Date : 5/20/2021 Page No : 3 NE 6th Ave NE 38th Street NE 6th Ave NE 38th Street From North From East From South From West Start Time Pit Thru Left -oa -... Rrpht Thru Left ,, :Pc Tr Rrghl Thru Left 1, ASV.. _0:. Right Thru Left u.Torns *up rely PMMF Rig Peak Hour Analysis From 07:00 to 17:45 - Peak 1 of 1 Peak Hour for Entire Intersenti0n Begins at 17:00 17:00 3 0 0 0 3 92 160 1 0 253 0 0 0 0 0 3 0 0 0 3 259 17:15 7 0 0 0 7 83 174 3 0 260 0 0 0 0 0 5 0 0 0 5 272 17:30 9 0 0 0 9 98 145 0 0 243 0 0 0 0 0 6 0 0 0 6 258 17:45 11 0 0 0 11 104 185 1 0 290 0 0 0 0 0 4 0 0 0 4 305 Tolat Volume 30 0 0 0 30 377 664 5 0 1046 0 0 0 0 0 18 0 0 0 18 1094 %App Total 100 0 0 0 36 63.5 0.5 0 0 0 0 0 100 0 0 0 PHF .682 .000 000 .000 .682 .906 .897 .417 .000 .902 .000 .000 .000 .000 .000 .750 000 .000 .000 750 .897 Autos 29 0 0 0 29 376 657 5 0 1038 0 0 0 0 0 18 0 0 0 18 1085 % Autos 96.7 0 0 0 96.7 99.7 98.9 100 0 99.2 0 0 0 0 0 100 0 0 0 100 99.2 HMV', Very,[!e5 r�vouy vempes 3.3 0 0 0 3.3 0.3 1.1 0 0 0.8 0 0 0 0 0 0 0 0 0 0 0.8 AIL NE 6th Ave Out In Total 376 29 405 1 1 2 377 30 407 29 0 0 0 1 0 0 0 30 0 0 0 Right Thru Left U-Turns 1 Peak Hour Data North Peak Hour Begrns at 17'00 Autos Heavy Vehicles AL 1 M Left Thru Right U-Turns 0 0 0 0 0 0 0 0 0 0 0 0 23 0 23 0 0 0 23 0 23 Out fn Total NF 6th Ava Submitted into the public record forlitem(s) 011 City C erk f Tech Ert~gineeririg Inc. File Name : 4-NE 38th St & NE 6th Ave Site Code : 00000000 Start Date : 5/20/2021 Page No : 4 NE 6t11 Ave NE 38th Street NE 6th Ave NE 38th Street From North From East From South From West Start Time Right Thru Left Tee, Right Thru Left a-T ,n. . aqi Right Thru Left 09,. R.gh1 Thru Left .+ w,,b aoy raz. in: Tafel Peak Hour Analysis From 07:00 to 08.45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 08:00 9 0 0 0 9 26 112 0 0 138 0 0 0 0 0 4 0 0 0 4 151 08:15 12 0 0 0 12 22 110 1 0 133 0 0 0 0 0 6 0 0 0 6 151 08:30 17 0 0 0 17 27 140 0 0 167 0 0 0 0 0 4 0 0 0 4 188 08:45 12 0 0 0 12 15 144 0 0 159 0 0 0 0 0 4 0 0 0 4 175 Tolai volume 50 0 0 0 50 90 506 1 0 597 0 0 0 0 0 18 0 0 0 18 665 r App T❑Is1 100 0 0 0 15.1 84.8 0.2 0 0 0 0 0 100 0 0 0 PI -IF .735 .000 000 .000 735 .833 .878 250 .000 894 000 nnn 100 non 000 750 000 000 000 .750 884 Autos 50 0 0 0 50 90 499 1 0 590 0 0 0 0 0 18 0 0 0 18 658 ❑h Autos 100 0 0 0 100 100 98.6 100 0 98.8 0 0 0 0 0 100 0 0 0 100 98.9 Heavy Vehicles -•e H4evy vow. 0 0 0 0 0 0 1.4 0 0 1.2 0 0 0 0 0 0 0 0 0 0 -�A 000 ❑ el Y9 J y 0 o 0 ?V co 0 m 1- a mars es)w z Y v C K se O� us. 000 F- 7 NE 6th Ave Oul In Total 90 50 140 0 0 0 90 50 140 50 0 0 0 0 0 0 0 50 0 0 0 Right Thru Left 0-Turns Peak Hour Data North Peak Hour Begins at 08:00 Autos Heavy Vehicles 1 Left Thru Right U-Turns 0 0 0 0 0 0 0 0 0 0 0 0 19 0 19 0 0 0 19 0 19 Oul In Total NF 6th AvP N C 0 C Traf Tech Engineering Inca Submitted into thepu tic 4 record or File Name : 4-NE 38th St & NE 6th Ave i em{s} City C rk Site Code : 00000000 as ' Start Date : 5/20/2021 Page No : 5 NE 6th Ave NE 38th Street NE 6th Ave NE 38th Street From North From East From South From West Start Time Right Thru Left ,„m +cr r„ Right Thru Left 0,wm FspTna, Right Thru Left ,W,s spc Isa Right Thru Left *, +r. ,MO I'! TeRai Peak Hour Analysis From 16:00 to 17:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 17:00 17:00 3 0 0 0 3 92 160 1 0 253 0 0 0 0 0 3 0 0 0 3 259 17:15 7 0 0 0 7 83 174 3 0 260 0 0 0 0 0 5 0 0 0 5 272 17:30 9 0 0 0 9 98 145 0 0 243 0 0 0 0 0 6 0 0 0 6 258 17:45 11 0 0 0 11 104 185 1 0 290 0 0 0 0 0 4 0 0 0 4 305 Total Volume 30 0 0 0 30 377 664 5 0 1046 0 0 0 0 0 18 0 0 0 18 1094 r App Total 100 0 0 0 36 63.5 0.5 0 0 0 0 0 100 0 0 0 PHF .682 .000 .000 .000 .882 .906 897 .417 .000 .902 .000 .000 .000 .000 .000 .750 .000 .000 .000 .750 .897 Autos 29 0 0 0 29 376 657 5 0 1038 0 0 0 0 0 18 0 0 0 18 1085 % Autos 96.7 0 0 0 96.7 99.7 98.9 100 0 99.2 0 0 0 0 0 100 0 0 0 100 99.2 Heavy Veh0es %Neawy Vei,1036 3.3 0 0 0 3.3 0.3 1.1 0 0 0.8 0 0 0 0 0 0 0 0 0 0 0.8 NE 6th Ave Out In Total 376 29 405 1 1 2 377 30 407 29 0 0 0 1 0 0 0 30 0 0 0 Right Thru Lett U-Tunis Peak Hour Data oO, i+.. y Z CO W 0 1 J --+J-.a y one 2 North y — o o o m g a u� c co 0 1--F Peak Hour Begins al 17:00 r T _,, y m — -- p w' o m c w c Autos r 4 en en u, T. w r a. Heavy Vehicles . C. o cri m 2 oo`pm O CS DI �-4 0 ©0 4 3 C o c,im ✓ 3 coo G900 Left Thru Right U-Turns O 0 0 0 O 0 0 0 O 0 0 0 23 0 23 0 0 0 23 0 23 Out In Total NF 6th Ave Traf T��h E gi a ue -��,� !roc. Start 20 May-21 Combined Time Thu NORTHBOUND SOUTHBOUND Total 12:00 AM 492 250 742 01:00 330 161 491 02:00 208 116 324 03:00 206 91 297 04:00 145 98 243 05:00 200 265 465 06:00 459 669 1128 07:00 1131 1289 2420 08:00 1354 1535 2889 09:00 1230 1280 2510 10:00 1263 1191 2454 11:00 1267 1232 2499 12:00 PM 1218 1343 2561 01:00 1103 1308 2411 02:00 1133 1383 2516 03:00 1156 1480 2636 04:00 1164 1467 2631 05:00 1222 1339 2561 06:00 1158 1347 2505 07:00 1213 1200.2413 08:00 1194 1037 2231 09:00 1016 742 1758 10:00 820 733 1553 11:00 747 483 1230 Total 21429 22039 43468 Percent 49.3% 50.7% Grand Total 21429 22039 Percentage 49.3% 50,7% ADT ADT 9,230 AADT 9,230 Page 1 Date Start 20-May-21 US-1 S OF NE 38TH STREET Traf Teti, Er,girll9f9rirllg Iris. Page 1 Date Start. 20-May-21 1-195 WB ON -RAMP FROM NE 38TH ST Start Mon Tue Wed Thu Fri Average Sat Sun Week Time 17-May-21 18-May-21 19-May-21 20-May-21 21-May-21 Day 22-May-21 23-May-21 Average 12:00 AM * * 328 * 328 * * 328 01:00 * * 193 * 193 * 193 02:00 * 127 * 127 ' 127 03:00 * * 113 113 113 04:00 * * 120 120 * 120 05-00 * 157 * 157 * * 157 06:00 * * ' 405 * 405 * * 405 07:00 * * 836 * 836 * * 836 08:00 * * 780 780 * • 780 09:00 * 718 748 * * 748 10:00 ' * 752 • 752 * * 752 11:00 * * 699 ' 699 * 699 12:00 PM * * 738 * 738 * 738 01:00 * * 602 * 602 * * 602 02:00 * 558 * 558 * * 558 03:00 * • 619 619 ' 619 04:00 * * * 652 652 * 652 05:00 * * * 630 * 630 * 630 06:00 * • 635 * 635 * * 635 07:00 * ' 657 * 657 ' * 657 08:00 * ' 574 * 5/4 * 574 09:00 ' * • 511 * 511 511 10:00 * ' 427 * 427 ' 427 11:00 * * * 429 * 429 * 429 c Clay Total 0 0 0 12290 0 12290 0 0 12290 0 °I° Avg. 0.0% 0.0% 0.0% 100.0% 0.0% WkDay % Avg. 0.0% 0.0% 0.0% 100.0% 0.0% 100.0°I0 0.0% 0.0% Week AM Peak 07:00 - 07:00 - - - 07:00 Vol. - - 836 - 836 - - - 836 PM Peak - 12:00 12:00 - - - 12:00 Vol_ - - 738 - 738 - - - 738 Grand 0 0 0 12290 0 12290 0 0 12290 Total ADT ADT 14,219 MDT 14,219 Traf 1 cch Ersgirii rirlg Iris. Page 1 Date Start: 20-May-21 1-195 WB OFF -RAMP TO NE 38TH STREET Start Mon Tue Wed Thu Fn Average Sat Sun Week Time 17-May-21 18-May-21 19-May-21 20-May-21 21-May-21 Day 22-May-21 23-May-21 Average 12:00 AM " • 495 • 495 * * 495 01:00 " * 316 * 316 * * 316 02:00 * * 260 * 260 " " 260 03:00 * * 149 . 149 * " 149 04:00 * 47 " 47 * * 47 05:00 * * 81 * 81 * . 81 06:00 • * 164 * 164 " 164 07:00 * 515 515 • 515 08:00 • 661 ` 661 ' • 661 09:00 * 690 * 690 • 690 10:00 " 769 * 769 * * 769 11:00 * 731 * 731 * 731 12:00 PM 788 * 788 * * 788 01:00 * " 892 • 892 • 892 02:00 1019 * 1019 * 1019 03:00 * 1055 * 1055 * * 1055 04:00 • * 1096 * 1096 * * 1096 05:00 * * 1021 T 1021 * * 1021 06:00 779 " 779 * * 779 07:00 * * * 833 . 833 * 833 08:00 * 833 833 " 833 09:00 * * * 629 * 629 * * 629 10:00 * ' * 634 634 * • 634 11:00 * * * 620 " 620 * ' 620 Day Total 0 0 0 15077 0 15077 0 0 15077 % Avg. 0.0% 0.0% 0.0% 100.0%n 0.0% WkDay °la Avg 0.0% 0.0 7° ,1° .1a 0.0 001000is 1000 We k n a a ° .n1a 0.0°/n 0.0% AM Peak - - 10:00 - - 10:00 - - 10:00 Vol. - 769 - - 769 - - 769 PM Peak - 16:00 16:00 - - 16:00 Vol. - - 1096 - - 1096 - - 1096 Grand 0 0 0 15077 0 15077 0 0 15077 Total ADT ADT 17,070 AADT 17,070 Submitted into the public recur for tem(s) ■ on �l � City C Clilliami-Dade, FL TOD Schedule Report 2099 - US-1 & NE 38th St. 2070-1 C-Econo[ite Type -Cobalt 3131 /2020. 10:37 AM OCIONCILITE Phase Direction Split Timing Plan Walk Per Clear Min Green Max Green Vehicle Ext MAX 2 MAX 3 Yellow Red Clear 2 S T 100 1 7 16 7 30 1 0 0 4 2 2 7 16 7 30 1 60 0 4 2 3 7 0 16 7 30 1 60 0 4 2 4 0 0 0 0 0 0 0 0 4 W- T 40 1 7 21 7 23 4 60 0 4 3 2 7 21 7 23 3.5 60 0 4 3 3 7 21 7 23 3.5 60 0 4 3 4 0 0 0 0 0 0 0 0 0 5 S-L 32 1 0 0 5 10 4 60 0 4 2 2 0 0 5 10 2 60 0 4 2 3 0 0 5 10 2 60 0 4 2 4 0 0 0 0 0 0 0 0 0 6 N T 68 1 7 16 7 30 1 0 0 4 2 2 7 16 7 30 1 60 0 4 2 3 7 16 7 30 1 60 0 4 2 4 0 0 0 0 0 0 0 0 0 Schedule -1 Submitted into the public record r it m(s) 3 t` onIS . City Clerk Day of Week SUN MON TUE WED THU FRI SAT x x x x x Day Plan -1 - Time of Day Action Pfan Cycle Length Offset Phs Spl 2 Phs Spl 4 Phs Spl 5 Phs Spl 6 00'00:00 62 - - - - - - 05:00:00 2 130 38 85 45 29 56 06:00:00 4 170 51 130 40 50 80 10:00:00 6 140 13 100 40 32 68 13:00:00 8 _ 160 150 120 40 42 78 15:00:00 12 190 147 141 49 39 102 18:00:00 17 190 147 146 44 44 102 20:00:00 14 140 122 104 36 32 72 22:00:00 16 120 98 84 36 27 57 Schedule - 2 Day of Week SUN MON TUE WED THU FRI SAT X Da y Plan - 2 - Time of Day Action Plan Cycle Length Offset Phs Spl 2 Phs Spl 4 Phs Spl 5 Phs Spl 6 00:00:00 62 - - - - - - 06:00:00 19 140 30 96 44 32 64 16:00:00 21 140 134 100 40 '27 73 22:00:00 22 120 56 75 45 29 46 Action Plan Name Pattern Enabled Logic Processor Statements 62 Free NIA 2 2 NIA 4 _ 4 NIA 6 6 NIA 8 8 N/A 12 12 NIA 17 17 N/A 14 14 N/A 16 16 N/A Submitted into the p record (or it m(s) on MIAMt ,; City C erk Miami -Dade, FL 2099 - US-1 & NE 38th St. - 2070-1C - Econolite Type - Cobalt Configuration Controller Sequence Phase Ring Sequence and Assignment (MM) 1-1-1 Hardware Alternate Sequence Enable: No Phase Ring Sequence (Note: Sequences identical to the prior one are not printed) B Sequence 1 Ring 1 Ring 2 01 02 f03J 8 041 051 as[ I01 08 09 . 2 1 4 5 6 I . . . . . . . Phases In Use/Exclusive Ped (MM) 1-2 10 11 Phase 1 23 4 R 7 R 9 10 11 12 13 14 1S 1G Phases En Use x x X Exclusive Ped Phase Compatibility (MM) 1-1-2 Phase nia Barrier Mode Phase and Overlap Descriptions 121 13 14 15 Phase 1 2 3 4 5 6 '7 8 9 10 11 12 13 14 15 16 Approach NSNWSNNNNNNNNNNN Movement T T L T Associated PE D x X X Overlap A BCDE FGH I J K LMNOP Approach NNNNNN N N N NNNNNNN Movement Administration (MM)1-7-1 Enable Controller/Cabinet No Interlock CRC CRC (16 bit) 9882 Enable Automatic Backup yes to Datakey 16 E ONOL.iTE Backup Prevent iMI 1 1-1-3 Phases Timing 1 Phases 2ere■■■■■ 3■eee■■■■■s■e■eee 4■e■■■■eee■•eeee■ 5■■■■■■■eee■ 6■■■■x■eee■■■■■■■ 7■■■e■e■■e■■■eee■ $eeee■■■■■■■eee■■ 9. 0■■■■■■eee■eee■■■ 11e■se■es■see■■■■■ 12ee■■■■■■■■e■e■e■ 1311 14e11eee11eeee1111■■■■ 15e■■e■eeee■■■e■ES 16 1 EJU 4 5 6 7 8 9 ■e■■■■■■■e■■e■■e 10 11 12E 14 15 16 ERE ■■■■■ MUM ■ eeee■eee■e■eee ell IIeeeeeeee■■■■ Simultaneous Gap (MM) 1-1-4 Phases 1 2 3 4 5 Phase 6 Must 7 Gap 8 With 9 Phase 10 11 12 13 14 15 16 Disable 1 7 3 4 5 6 l 8 9 1011 1213 14 15 16 X X . . . . X X x x . . X X . . X X X X . X X . X X . . . . . . . . Load Switch Ass gnments [MM)1-3 Phase 1 Overlap Type Dimming Power UP Auto Flash Red YellowGreen Dark Red YeliowlTogether 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 + 2 V + Yel X X 0 + 4 V + Red X 5 V + Red X X 6 V + Yel X X 0 + 0 + 0 + 0 + 0 + 0 + 2 P + 4 P + 6 P + 0 + Submitted into the p iblic recar for 'tem s) an k City led( HLAf�! tT Submitted into the public record for i#em(s) on Controller Timing Plan (MM) 2-1 - " " Miami -Dade, FL 209Q - US-1 8 NE 38th St. - 2070-1C - Econolite Type - Cobalt ECONOLITE Phase 1 2 3 4 5 6 8 9 10 f11 12 13 14 15 16 Direction N S-T N W-T S-L _i N-T N N N N N N N N N N Min Green 0 7 0 7 5 7 0 0 0 0 0 0 0 0 0 0 Bk Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk 0 7 0 7 0 7 0 0 0 0 0 '0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PedClear 0 16 0 21 0 16 0 0 0 0 0 0 0 0 0 0 Ped Clear 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Ext 0.0 1.0 0.0 4.0 4.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vehicle Ext 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maxi 0 30 0 23 10 30 0 0 0 0 0 0 0 0 0 0 Max2 0 0 0 60 60 0 0 0 0 0 0 0 0 0 0 0 Max3 0 0 0 0 0 0 0 0 _0 0 0 0 0 0 0 0 DYM Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dym Step 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Yellow 0.0 4.0 0.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Clear 0.0 2.0 0.0 3.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Max 0.0 0.0 _ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 Red Revert 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Act B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sec/Act 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Int 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars Wt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STPTDuc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0_0 0.0 0.0 0.0 0.0 TTReduc 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 Min Gap 0,0 1.0 0.0 4.0 4.0 1.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0,0 0.0 Submitted into the ublie record f°r it (s) 3 on l } l 1 7 City Clerk Plan 2 - "Phase Bank 2" Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Direction N S-T N W-T S-i N-T N N N N N N N N N N Min Green 0 7 0 7 5 7 0 0 0 0 0 0 0 0 0 0 Bk Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Green 0 0 0 0 0 0 0 0 0 0 _ 0 0 0 0 0 0 Walk 0 7 0 7 0 7 0 0 0 0 0 0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear 0 16 0 21 0 16 0 0 0 0 0 0 0 0 0 0 Ped Clear 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear Max 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 Ped CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Ext 0.0 1.0 0.0 3.5 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vehicle Ext 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max1 0 30 0 23 10 30 0 0 0 0 0 0 0 0 0 0 Max2 60 0 60 60 60 0 0 0 0 0 0 0 0 0 0 Max3 0 0 0 0 0 0 0 0 ❑ 0 0 ❑ 0 0 0 0 DYM Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Dym Step 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Yellow 0.0 4.0 0.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Clear 0.0 2.0 0.0 3.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Max 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Revert 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Act B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sec/Act 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Int 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TimeB4 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 Cars Wt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STPTDuc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTReduc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 0.0 1.0 0.0 3.5 2.0 1.0 00 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 Submitted into the p c,r C/ record 0 'tern(sybli7 crn City C t-r-f Phase 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 Direction N S-T N W-T S-L N-T N N N N N N N N N N Min Green 0 7 0 7 5 7 0 0 0 0 0 0 0 0 0 0 Bk Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 Delay Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk 0 7 0 7 0 7 0 0 0 0 0 0_ 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 0 noon ono Walk Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear 0 16 0 21 0 16 0 0 0 0 0 0 0 0 0 0 Ped Clear 2 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 Ped Clear Max 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 Ped CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vehtcle Ext 0.0 1.0 0.0 3.5 2.0 1.0 0.0 0.0 _0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 •Vehicle Ext 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maxi 0 30 0 23 10 30 0 0 0 0 0 0 0 0 0 0 Max2 0 60 0 60 60 60 0 0 0 0 0 0 0 0 0 0 Max3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DYM Max 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 Dym Step 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ye [ow 0.0 4.0 0.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Clear 0.0 2.0 0.0 3.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 ❑.0 0.0 0,0 0 0 0.0 Red Max 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 Red Revert 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Act B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SecfAct 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 Max Int 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time B4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars Wt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '0 STPTDuc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTReduc ❑ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 0 0 1.0 0.0 3.5 2.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Submitted into thepublic record for iem(s) an 3 '# City Ierk Plan 4 -"Phase Bank 4" Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Direction N S-T N W-T S-L N-T N N N N NNNNN N Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bk Min Green 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 CS Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Delay Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Walk2 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 Walk Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 Ped Clear 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Clear Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vehicle Ext 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 Vehicle Ext 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maxi 0 D 0 0 0 0 0 ❑ 0 ❑ 0 ❑ 0 0 0 0 Max2 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 Max3 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 DYM Max 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 Dym Step 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Yellow 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Max 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 Red Revert 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Act B4 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 Sec/Act 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Int 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ Time 134 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cars WI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STPTDuc 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTReduc 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 m ....Pt' DAL,: Submitted into the p -record on Controller Overlaps Vehicle Overlaps (MM) 2-2 Overlap Phases Overlap PPLT FYA Type 1Lag Green Phase [Included blic et1C laml-Dade, FL 2099 - US-1 & NE 3Bth St. - 2070-1C - Econollte Type - Cobalt Yellow Protect Red IAdv, Green Ped Protect Not Overlap Modifier EcatvaLITE Lag X Phases Lag 2 Phases Flash Green Protected Phase Permissive Phase Flashing Arrow Flashing Delay Start Delay Start Action Plan SF Bit Ped Protected Overlap (Left Turn) (Opposing Thru) Output Arrow Output of FYA of Disable Enable CH Clearance Guaranteed Minimian Time Oath (MI) 2-4 Phase Min Green Walk Ped Clear Yellow Red Clear Overlap Green A01 5 4 7 3.0 2.0 5 802 5 4 7 3.0 2.0 5 CO3 5 4 7 3.0 2.0 5 ❑04 5 4 7 3.0 2.0 5 E05 5 4 7 3.0 2.0 5 F06 5 4 7 3.0 2.0 5 G07 5 4 7 3.0 2.0 5 H08 5 4 7 3.0 20 5 109 5 4 7 3.0 2.0 5 J10 5 4 7 3.0 2.0 5 K11 5 4 7 30 20 5 L12 5 4 7 3.0 2.0 5 M13 5 4 7 3.0 2.0 5 N14 5 4 7 3.0 2.0 5 015 5 4 7 3.0 2.0 5 P16 5 4 7 3.0 2.0 5 Submitted into the public recor for i ern(s) -'�, City Jerk M1AM Controller Pedestrian Overlaps Vehicle 1 Pedestrian Overlaps (MM) 2-3 Included Pedestrian Overlaps Miami -Dade, FL 2099 - US-1 & NE 38th St. - 2070-1C - Econolite Type - Cobalt ECONOLd TE Submitted into the pu l c t record or it tn(s) City Ci Di1 Miami -Dade, FL 2099 - US-1 & NE 38th St - 2070-1C - Ecanolite Type - Cobalt Controller Options Lw+ ECQNOUTE Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Flashing Grn Ph Guar Passage Non -Act I X X Non -Act II Dual Entry Cond Service Cond Reservice Ped Re -Service Rest In Walk Flashing Walk Ped Cir-Yei X Ped Clr-Red IGRN + Veh Ext Fed Clear Protect: Off Unit Red Revert: 5.0 Pre -Timed Mode (WA) 2-7 Enable Pre -Timed Mode: Free input Disables Pre - No Timed. No MUTCD 3 Seconds Don't Walk: No Phase 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Pre -Timed Phase Recall Options (MM) 2-8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 T 16 Lock Detector Vehicle Recall Ped Recall X X Max Recall Soft Recall No Rest Al Calc PI 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Lock Detector Vehicle Recall Ped Recall X X Max Recall X X Soft Recall No Rest Al Calc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Lock Detector Vehicle Recall Ped Recall X X Max Recall X X Soft Recall No Rest - Al Calc Plan # 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Lock Detector Vehicle Recall - Ped Recall Max Recall Soft Recall No Rest Al Calc i Submitted into the public record for i eni(s) t" one _ City lurk Submitted it?to tht pUb C record for item(S) on Coordination Options Options (MM) 3-1 Manual Pattern Auto System Source SYS Splits In Seconds Transition Smooth Dwell fAdd Time 0 Delay Coord Wk- No LZ Offset Reference Lag Ped Recall No Local Zero Yes Override Re -sync Count 0 Auto Perm Minimum Green ECPI Coord System Format Offsets in Max Select Force Off Use Ped Time Red Reservice FO Added Ini Green Multisync ier,, Miami -Dade, FL 2099 - US-1 8 NE 38th St. - 2070-1 C - Econolite Type - Cobalt Yes PIN Seconds MAXINH Fixed Yes Yes No No Seconds) (MM) 3-4 Phase 1 2 3' 4 5 6 7 8 9 10 11 12 13 14 15 16 Minimum 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Green Sotit Demand iMMi 3-5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Demand 1 Demand 2 Demand 1 2 Detector 0 0 _ Call Time [Sec] 0 0 Cycle Count 0 0 ECU'1 ICILITE Submitted into the public recgrd,for items) on MIAMFD :.'..•�—_-.-dal Coordination Pattern Data Coordinator Pattern Data (MM) 3-2 k City Cle lC mini -Dade, FL 2099 - US-1 & NE 38th St. - 2070-1C - Econolite Type - Cobalt Coordinator Pattern # 1 Split Pattern 1 TS2 (Fat -Off) 0-1 Splits In Seconds Cycle 115 Std (COS) 9 Offsets In Seconds Offset Value 56s Dwell/Add Time 0 Actuated Coord No Timing Plan 0 Actuated Walk No Sequence 0 Rest Phase No Action Plan 0 Reeervlce Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 1) 0 77 0 38 27 50 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement 0 0 0 Split Sum 115s 77s Os 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand Split Demand Crossing Arterial Pal 1 0 Pat 2 0 Pal 0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs ECQA' C31- TE Coordinator Pattern # 2 Split Pattern 2 TS2 (Pat -Off) 0-2 Cycle 130 Std (COS) 17 Offset Value 38s Dwell/Add Time 0 Actuated Coord No Timing Plan 1 Actuated Walk No Sequence 1 Rest Phase Reservice Max Select None Force Off None No Action Plan 0 Split Preference Phases Splits In Seconds Offsets In Seconds Phase 2 3 4 5 6 7 8 9 10 11 -12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 2) 0 85 0 45 29 56 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ettt 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 130s 85s Os Os Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat bpi II ratrern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern # 3 Split Pattern 3 TS2 (Pat -Off) 0-3 Splits In Seconds Cycle 190 Std (COS) 25 Offsets In Seconds Offset Value 58s Dwell/Add Time 0 Actuated Coord No Timing Plan 0 Actuated Walk No Sequence 0 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None nce atlases Phase 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 3) 0 144 0 46 42 102 0 0 0 0 0 0 0 0 0 0 Piet 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Spirt Ext 0 0 0 0 Ring Displacement 0 0 0 Split Sum 190s 144s 0s Os Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max_ Time Omit Phase X X X X X X X X Special Funciton Outputs Submitted^ into the publi record or Itm``) on Coordinator Pattern # 4 Split Pattern 4 TS2 (Pat -Off) 1-1 Spits to Seconds Cycle 170 Std (COS) 33 Offsets In Seconds Offset Value 51s Dwell/Add Time 0 Actuated Coord No Timing Plan 1 Actuated Walk No Sequence 1 Rest Phase Reservice Max Select Nore Force Off None Nu Action Plan 0 Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T NNNNNN N N N N Splits (Split Pat 4) 0 130 0 40 50 80 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 170s 130s 0s Os Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat put eastern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coved Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X XXX X X Special Funciton Outputs Coordinator Pattern # 5 Split Pattern 5 T52 {Pat -Off) 1-2 Cycle 160 Std {COS) 41 Offset Value 152s DweiilAdd Time 0 Actuated Coord No Timing Plan 0 Actuated Walk No Sequence 0 Rest Phase Reservice Max Select No Action Plan 0 None Force Off None Split Preference Phases Sp its In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N NNNNNNN Splits (Split Pat 5) 0 120 0 40 32 B8 0 0 0 0 0 0 0 0 0 0 Pref1 0 0 0 0.0 0 0 4 0 0 0 0 0 0 0 0 Prof 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 ❑ 0 Split Sum 160s 120s Os 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spin rarrern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X J Vehicle Recall 1 Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Submitted into the public record for i ern(s) °n l City Clerk Coordinator Pattern # 6 Split Pattern 6 TS2 (Pat -Off) 1-3 Splits In Seconds Cycle 140 Std (COS) 73 Offsets In Seconds Offset Value 13s Dwell/Add Time 0 Actuated Coord Nc Timing Plan 1 Actuated Want No Sequence 1 Rest Phase No Action Plan .0 Reservice Max Select None Force Off None Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 6) 0 100 0 40 32 68 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 140s 100s Os Os Misc. Data Veh Perm 1 0 Veh Perm 2 0 Vet) Perrn 2 Disp 0 Split Demand 0 Split Dernand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur ranern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern *7 Split Pattern 7 TS2 (Pat -Off) 2-1 Spits In Seconds Cycle 140 Std (COS) 81 Offsets In Seconds Offset Value 70s Dwell/Add Time 0 Actuated Coord No Timing Plan 0 Actuated Walk No Sequence 0 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N NNNNNNNN Splits (Split Pat 7) 0 110 0 30 26 84 0 0 0 0 0 0 0 0 0 0 Pref1 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 Pref2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 140s 110s Os Os Split Pattern Misc. Data Veh Pearl 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand Sold Demand Crossing Arterial Pal 1 0 Pat 2 O Pat 0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X XXX X X X X Special Function Outputs Submitted into the puon +tic: re+~nr it rrt(s}___c3 �- 1 Coordinator Pattern 4 8 Spilt Pattern 8 TS2 (Pat -Off) 2-2 Splits In Seconds Cycle 160 Std (COS) 89 Offsets In Seconds Offset Value 150s Dwell/Add Time 0 Actuated Coord No Timing Pian 1 Actuated Walk No Sequence 1 Rest Phase Reservice Max Select None Force Off None Nu Aullwr Plan 0 Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 8) 0 120 0 40 42 78 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext Ring Displacement 0 0 0 0 0 0 0 Split Sum 160s 120s. 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand Soli' Demand Crossing Arterial Pat 1 0 Pat 2 0 Pal 0 putranern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern # 9 Split Pattern 9 TS2 (Pat -Off) 2-3 Splits In Seconds Cycle 160 Std (COS) 97 Offsets In Seconds Offset Value 585 Dwell/Add Time 0 Actuated Coord No Timing Plan 0 Actuated Walk No Sequence 0 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T'S-t- N-T N N NNNNNNNN Splits (Split Pat 9) 0 114 0 46 42 72 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Exl 0 0 0 0 Ring Displacement 0 0 0 Split Sum 160s 1 14s 0s ❑s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand Split Demand Crossing Arterial Pat 1 0 Pat 2 0 Pat 0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15'16 Coord Phase X X Vehicle Recoil Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Submitted into the public record or i ein(s) _ on ( . ' City lerk Coordinator Pattern # 11 Split Pattern 11 TS2 (Pat -Off) 3-2 Splits In Seconds Cycle 140 Std (COS) 137 Offsets In Seconds Offset Value 58s Dwell/Add Time 0 Actuated Coord No Timing Plan 0 Actuated Walk No Sequence 0 Rest Phase Nu Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N_ N N N N N Splits (Split Pat 11) 0 105 0 35 27 78 0 0 0 0 0 0 0 0 0 0 Pref 1 ❑ 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 ❑ 0 Pref2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 140si105s 0s Os Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 lisp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat apnr ranern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Cooed Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern # 12 Split Pattern 12 TS2 (Pat -Off) 3-3 Splits In Seconds Cycle 190 Std (COS) 145 Offsets In Seconds Offset Value 147s Dwell/Add Time 0 Actuated Coord No Timing Plan 1 Actuated Walk No Sequence 1 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 12) 0 141 0 49 39 102 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bret 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement 0 0 0 Split Sum 190s 141s Os Ds Split Pattern Misc. Data Veh Perm 1 0 V9h Perris 2 0 Veh Perm 2 Dep 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pal 1 Pet 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omil Phase X X X X X X X X Submitted into the r ubiic record for 'tern(s) Oil City C rk SpeciaOutputs l Function 1 I f I l Submitted into the public record or i em(s) - 3 -- on City erk Coordinator Pattern 413 Split Pattern 13 Cycle 190 Offset Value 58s Actuated Coord No Actuated Walk Rest Please Reservice Max Select No Na None Phases TS2 (Pat -Off) 4-1 Splits In Seconds Std (COS) 153 Offsets In Seconds Dwell/Add Time 0 Timing Plan 0 Sequence 0 Action Plan 0 Force Off None Phase 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N 5-T N W-T S-L N-T N N NNNNNNNN Splits (SpIii Pat 13) 0 141 0 49 45 96 0 0 0 0 0 0 0 0 0 0 Pre{ 1 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Lxt 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 190s 141s Os Os Misc. Data Veh Perm 1 if Veh Perch 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat apntranern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X_ X X X X X Special Funcfton Outputs Coordinator Pattern # 14 Split Pattern 14 Cycle 140 Offset Value 122s Actuated Coord No Actuated Walk. Rest Phase Reservice Max Select No No None TS2 (Pat -Off) 4-2 Splits In Seconds Std (COS) 151 Offsets In Seconds DwelllAdd Time 0 Timing Plan 1 Sequence 1 Action Plan 0 Force Off None Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 14) 0 104 0 36 32 72 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 r 4 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 140s 104s Os Os Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand Split Demand Crossing Arterial Pat 1 Pat 2 4 Pat 0 Phase 1 2 3 4 5 6 7 8 5 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X submitted into the mblie record :car ten) 1- -1 R, Special Funciton I I I 1 I I I I Outputs Submitted into the ublic record or i em(s) t- on jt i 1 iCity CIrk Coordinator Pattern # 16 Split Pattern 16 TS2 (Pat -Off) 5-1 Stills In Seconds Cycle 120 Std (COS) 201 Offsets In Seconds Offset Value 98s Dwell/Add Time 0 Actuated Coord No Timing Plan 1 Actuated Walk No Sequence 1 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pal 16) 0 84 0 36 27 57 0 0 0 0 0 0 0 0 0 0 Pre(1 ❑ 0 0 0 0 ❑ 0 0 0 0 0 0 0 D 0 0 Pre(2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement 0 0 0 Split Sum 120s 84s Os 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disc 0 Split Demand 0 Split Demand 0 Crossing. Arterial 0 Pat 1 Pat 2 Pat aprn rattern Phase 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funcitan Outputs P Coordinator Pattern # 17 Split Pattern 17 TS2 (Pat -Off) 5-2 SpFts In Seconds Cycle 190 Std (COS) 209 Offsets In Seconds Offset Value 147s Dwell/Add Time 0 Actuated Coord No Timing Plan 1 Actuated Walk No Sequence 1 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 17) 0 146 0 44 44 102 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ Pre(2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Sprit Ext 0 0 0 0 Ring Displacement 0 0 ❑ Split Sum 190s,146s Ds Ds Split Pattern Misc. Data Veh Perm 1 0 Veh Perrn 2 0 Veh Perm 2 Dist) 0 Split Demand Split Demand Crossing Arterial Pat 1 0 Pat 2 0 Pat 0 Phase 1 2 3 4 1 5 6 7' 8 9 10 11 12 13 14 15 16 Coord Phase X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Submitted into the p record or it+tm(s) on City Clerk Special Funciton Outputs Subr ifted into the public record or i em{s} on • City Cie Coordinator Pattern # 18 Split Pattern 18 TS2 (Pat -Off) 5-3 Spits in Seconds Cycle 110 Sid (COS) 217 offsets In Seconds Offset Value 34s Dwell/Add Time 0 Actuated Coord No Timing Plan 0 Actuated Walk Na Sequence 0 Rest Phase Reservice Max Select None Force Off None No Action Plan 0 Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 18) 0 82 0 28 18 64 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement _ 0 0 0 Split Sum 110s 82s Os Os Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat pia ranern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funcitan Outputs Coordinator Pattern # 19 Split Pattern 19 TS2 (Pat -Off) 6-1 Splits In Seconds Cycle 140 Std (COS) 225 Offsets In Seconds Offset Value 30s Dwell/Add Time 0 Actuated Coord No Timing Plan 1 Actuated Walk No Sequence 1 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N r NNNNNNN Splits (Split Pat 19) 0 95 0 44 32 64 0 0 0 0 0 0 0 0 0 0 Pref1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 140s 96s Ds 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand Split Demand Crossing Arterial Pat 1 0 Pat 2 0 Pat 0 Phase 1 2 3 4 5 6 7 8 8 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X (Special Outputs J Funcitan I I 1 ] I Submitted into the recof f {tem (s) on t 1 i Coordinator Pattern # 21 Split Pattern 21 TS2 (Pat -Off) 6-3 Splits In Seconds Cycle 140 Std (COS) 10 Offsets In Seconds Offset Value 134s Dwell/Add Time 0 Actuated Coord No Timing Plan 1 Actuated Walk No Sequence 1 Rest Phase Reservice Max Select None Force Off None No Action Plan 0 Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T NNNNNNNNNN Splits (Split Pat 21) U 100 0 40 27 73 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 140s 100s Os Os Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 asp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat pm rasrern Phase 1 2 3 4 5 6 7 8 9 10 11 12#3 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Ornit Phase x X X X X X X X Special Funciton Outputs Coordinator Pattern # 22 Split Pattern 22 TS2 (Pat -Off) 7-1 Splits In Seconds Cycle 120 Std (COS) 18 Offsets In Seconds Offset Value 56s Dwell/Add Time 0 Actuated Coord No Timing Plan 1 Actuated Walk No Sequence 1 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pat 22) 0 75 0 45 29 46 0 0 0 ❑ 0 0 ❑ 0 0 0 Pref 1 4 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 Pref 2 O 0 0 0 0 0 0 0 4 ❑ 0 0 0 4 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement 0 0 0 Split Sum 120s 75s 0s _ Os Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand Split Demand Crossing Arterial Pat 1 0 Pat 2 0 Pat 0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X x Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Submitted into the public rect.) d br it m(s) an Du putsFunciton Submitted into the public recur for item(s) . 3 i- T on • City ae k Coordinator Pattern # 24 Split Patlern 24 TS2 (Pat -Off) 7-3 Splits In Seconds Cycle 180 Std (COS) 34 Offsets In Seconds Offset Value 76s Dwell/Add Time 0 Actuated Coord No Timing Plan 0 Actuated Walk No Sequence 0 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Si llY Preference Phases Phase 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 Description N 5-T N W-T S-L N-T N N N N N N N N N N Splits (Split Pal 24) 0 133 0 47 45 88 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Exit 0 0 0 0 Ring Displacement 0 0 0 Split Sum 180s 133s 0s Os Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand Split Demand Crossing Arterial Pat 1 0 Pat 2 0 Pat Spur ranern Phase 1 2 3 4 5 6 7 8' 9'10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase XXX X X XXX Special Funciton Outputs Coordinator Pattern # 25 Split Pattern 25 TS2 (Pat -Off) 8-1 Splits In Seconds Cycle 180 Std (COS) 42 Offsets In Seconds Offset Value 126s Dwell/Add Time 0 Actuated Coord No Timing Plan 0 Actuated Walk No Sequence 0 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T S-t_ N-T N N N N N N N N N N Splits [Split Pat 25) 0 133 ❑ 47 45 88 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 ❑ 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 fl 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring- Displacement 0 0 0 Split Sum 180s 133s 0s Os Sptit Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pal 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X )X X XXX Submitted into he public record or 1 m(s) _ J 3 7 on City 0 rk (SOpecialts Funcilon I utpu Submitted into the +ublic record for i_-rn(sl' + ► } a on I City lerk Submitted into the le rc.:cord f)r it (s) Go 11 . City Clerk MIAMFDDE S Lbmitted into the public,'p 4 ro[' 3t-m(s) •. Miami -Dade, FL City C -� r• Time Base Action Plan Action Plan (MM) 5-2 rk 2099 - US-1 & NE 38th St. - 2070-1C - Econolite Type - Cobalt Action Plan -1 - " 1" Pattern 1 Override Sys No Timing Plan 0 Sequence 0 Veh Detector Plano ❑et Log None Flash No Red Rest No Veh Det Diag Ped Det Dag Plan 0 Plan 0 Dimming Enable No Pm[ Ped Priority Na Ret Prnt Cond Delav No Pmt Veh Priority No Ret Pmt Queue Delay No Phase 1 '©3 5 6 sQQ 10 11 12 13 141E16 Ped Recall ■■■■■■■■■■■■■■■■ Walk 2 ■■■■■■■■■■■■■■■■ NEED■■■�■■■■���� ■■■■■■■■■■■■■■.■ Veh Exl 2 Veh Recall Max Recall ■■■■■■■■■■■■■■■■ ■•■■■■■ Max 2 ■■■■■■■ION ■■■■■■■■■■■■■■■■ Max3 CS Inhibit ■■■■■■■■■■■■■■■■ ■■ NUM ■■■■■■■■ Omit Spec Filnc Aux Func (1-3) -©©3006 LP 1-15 ■■■■ee■■■■■■■e■ ■eeeeee■ease■e■ ■■■■■■■■■■■■®■■ 7 8 91011121E1415 LP 16-30 LP 31-45 LP 46-60 mil ■■■■e■■ e■ee■■■■■e■■■ NMI ■■■■■ LP 61-75 LP 76-90 ■■■ee■■■■■e■■■■ LP 91-100 _ ■■■■■■■■■■■■■■■ ECONOL Fib Action Plan - 2 -"2" Pattern 2 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plan 0 Del Log None Flash No Red Rest No Veh Det Diag Ped Det Diag Plan 2 Plan 0 Dimming Enable No Re t Veh Priority No Pml Ped Priority Ret Pml Gond Delay No No Pmt Queue Delay No Phase 0 2 31215 6 7 8 9 10311211114 15 16 Ped Recall ■■■■■■■■■■■■■ ■ . ■■■■■■■■ ■.■■■■ Walk 2 Veh Ext 2 Veh Recall Ell ■■■■■■■■■■■■■• ME■■■■■■■■■ Max Recall Max 2 ■O■■■■■■■■■■■ ■■■■■■■■■■■■ Maxi SIN ■III CS Inhibit ■`■■■ ■••••••■■■■■■■■■ ■i■■■■■■ ■■■ MOM ■■■■■■■ Omit Spec Func (1-s) Aux Func f1-31 DEM 4 5 6 7 6 D10MIMI13m15 LP 1-15 ■■■■■■ee III e■■■11 LP 16-30 ■eeeIII ■e■■■e■eee III ■MIN LP 31-45 ■e■eases■■e LP 46-60 sees■■■eEll ■eee■ ■■e■■■ee■■ee■e■ e■■■■■■eas■e■e■ ■■■■■ III ■■e■■■■■■ LP 61-75 LP 76-90 LP 91-100 Action Plan -3 - "3' Pattern 3 Override Sys No Timing Plan 0 Sequence 0 Veh Detector Plano Det Log None Flash No Red Rest No Veh Det Diag Ped Del Oiag Plan 0 Plan 0 Dimming Enable No �� t Veh Priority No Pml Fed Priority Ret Pmt Gond Delay No Pmt Queue Delay No No Phase 1 2 3 Us am 9 10IEEE 13'14®16 Ped Recall ■■■■ ■ ■■■■■• ■■ ■ ■■ Walk 2 ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■ ■ ■■ ■■■ ■ ■■ ■ ■1.1 Veh Ext 2 Veh Recall Max Recall ■■■■■N■■■■■■■■■■ ■■■■ MIN ■■■N■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ ■■■■■1■ I ■ ■■ ■■■■■■■■■■■■■ ■■ IN M■■■■■ Max 2 Max 3 CS Inhibit Omit Spec Func s1-sr AuxFunc 1-3) 1 2 3 4 5 6 Q 8 9 10111E131313 LP 1-15 eee■Mil ■■■■■■■■. LP 16-30 ■■■■■ III ■■■■■■■■■ LP 31-45 ■■■■■■■■■ III ■■■■■ LP 46-60 ■se■■■■■■■■■■■■ ■ ■■ ■■■■■■■■ ■■ ■ ■ LP 61-75 LP 76.90 ■■■■■■■■■■■■■■■ ■■■■■e■■■■■■■■■ LP 91-100 Submitted into the public record for it m(s UriOgifq Action Plan - 4 -"Al- Pattern 4 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plana Det Log None Flash No Red Rest No Veh Del Diag 2 Ped Det Diag Plan Plan a Pmt Veh Priority No Ret Dimming Enable No Pmt Ped Priority No Ret Pint Cond Delay No Pmt Queue Delay No Phase Ei2 3 4El 7 8 9 10111213E01583 Ped Recall ■MIN ■■■■■■■ ■■■■■M.■■■■MI ■■ ■■■ Walk 2 Veit Ext 2■ III ■■■■■■■■■■■■■ Veh Recall ■■■■■■■■■■■■■■■■ Max Recall ■■■■■■■■■■■■■■■■ Max 2 ■■■■■■■■■■■■■■■■ Max 3 ■■■■■■■■■■ CS Inhibit '®:■■■■■■■■■■ Omit ■■■■■■■■• • •��■ Spec Funs (1-5) „I," Aux Func (1.3) t'1 0©©a 6 6 Q 8 9 10100 12 131E15 LP 1-15 ■■■e■■■■■■■■■e■ ■■e■■■■■e■■NEE ■ LP 16-30 LP 31-45 s■e1se■■Ee■e■■■■ LP 46-60 ■■lee■e■e■■e■■■ LP 61-75 ■■■ee■e■■■■■■■■ LP 76-90 lee■■■e■■Ell ea■■ LP 91.100 see■■lee■■■■■■■ Action Plan - 5 -"5' Pattern 5 Override Sys No Timing Plan 0 Sequence 0 Veh Detector Plan° Det Log None Flash No Red Rest No Veh Det Diag Ped Det Diag Plan 0 Plan 0 Dimming Enable Na Re t Veh Priority No Pmt Ped Priority Ret Pmt Cond Delay No Pmt Queue Delay No No Phase 1 2 3 4 5 6 7 8 9 1011121111:115Ca Ped Recall ■11■■■ MOM ■■■■■■■■ Walls 2 ■■■■■■■■■■■■■■■■ Veh Ext 2 ■■■■■■■■■■ Veh Recall ■■■ENE ■■■■■■■■■■ Max Recall ■■III■■■■■■■■■■■■■ Max 2 E■■■■■■■■■■■■■■■ Max ■■e■■■■■■■■■■■■■ CS Inhibit IN ■■■■■■■■■■■■ Omit ■■■m■■m•• so ■■ Spec Func ,I,,,,,, Aux Func {1-3) "1 II 2 3 4 Q 6 up 9 tom®13 14 15 LP 1-15 ■Ieee■e■e■lee■e LP 16-30 mil ■■■■■ee■■■■e■ ■■■■■■■■■e■■ LP 31-45 e .. LP 46-60 ee■ee■e■■■■■■■■ LP 61-75 ■®ee■eEll e■e■■■ LP 76-90 ■■■e all. e■■eeae■ LP 91-100 ■■■■e■■ale■■■■■ Submitted into the public record or itgm(s) on C 1! c7 l -� r City Clerk Action Plan - 6 - "6" Pattern 6 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plano Det Log None Flash No Red Rest No Veh Det Diag Ped Det Diag Plan 2 Plan 0 Na Pmt Veh Priority No Rel Dimming Enable Pmt Ped Priority Ret Pmt Cond Delay No No Pmt Queue Delay No Phase 2 3 4 ems•■■■■•eeee■ 5 6 ©8 9 •■■•■■■■•■e •••••■■■■■e 1011 121E14 1511D • M•■■■■ Fed Recall ■ ■=I■•■■■■••■e■■ ■•■■■ire■■•■■■e• ■e■•■•■■■■eeee■■ Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2■■■•■■■■••e■•■■ Max 3 ■e■■ CS Inhibit eeee Omit E ■■■• Spec Func (1-8] 1, Aux Func (1-3) U2 3e©s see■eeeeesee■e• se■esee■eeee eeee■■■■•■■■■■e •eeeeee■e■ee■■e ■eee•■e■■■■ee•■ eeeeee■••■■eee■ ■■ee III ■eee■■i■■■ 7 8U1012121111483 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 Action Plan -7 -"7' Pattern 7 Override Sys No Timing Plan 0 Sequence 0 Veh Detector Plan 0 Det Log None Flash No Red Rest No Veh Det Diag 0 Ped Det Diag 0 Plan Plan Dimming Enable No Pmt Ped Priority No Ret Pmt Cond Delay No Pml Veh Priority No Ret Pmt QueLie Delay Nn Phase 1 BB 4 5 6 7 8 9 1080121E141516 Ped Recall ■■■• ■■■•ere■■■e■ e■ •e• ■•■■■■e ENE e Walk 2 ■■eeee■■■■■■■■■■ Veh Ext 2 Veh Recall ■■■■eeee■■■•■■■� Max Recall ■■■e■•■■■eee■'M■■ Max 2 ■■■■eeeeee■se•■• Maxi ■e■■■•■■ MIME. ■■■• CS Inhibit eeee■■e■wee■■■■■ Omit ■■■■• •11 ■■■■■�, Spec Func {1- ,I(1-8) Aux Fungi [1-3) 1 2®406 ■eeeeeeeee■ee 7Q91011mama] III ■ LP 1-15 LP 16-30 se■ee■e■■■eeeee LP 31-45 ■■■eee■■eeee■■■ ■■e■■■ee ■e■■eee LP 46-60 LP 61-75 ■■eeeeee■■■■■•■ LP 76-90 eee■s■e•e■■■eee LP 91-100 ■eeeeee■■■e•■e■ Submitted into the pub record tfor 'tem(s) on City C erk Action Plan - 8 - "8" Pattern 8 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plan 0 Del Log None No Red Rest No Ped Det Diag 0 Plan Pmt Veh Priority No Ret Flash Veh Det Diag 2 Plan Dimming Enable No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 Q 5 6 7 8 9 1011 121E141516 Ped Recall ■■■■■■M■■■ME■■M■ Walk 2 ■■■■■■ME■■■ME■■■ Veh Ext 2 ■■■■■■■■■■■■■■■■ Veh Recall ■■■■■■■E MN■� Max Recall ■■■■■■■■■■■e■■■■ e■■■•■ Max 3 ■• ■ NMI ■.NEON I♦■■■�� ■■� CS inhibit ■ ■■■■■■■■■■■■■■ Omit MI ■ 111 MEMSpec ��� (1-8)Func ( 1-3}Func ,II 1 2 3 4 5 6 7 8 9 10E112131415 LP 1-15 eeeeeeeeeeeeeee LP 16-30 eeee■Mee■■s■e■■ - ■■■■■■■■e■■■■■ LP 31-45 LP 46-60 e■eee■MEeee■ese En. II LP 61-75 LP 76-90 ■eeee■eee■e■e■■ LP 91-100 eeeee■eee■■■■■M Action Plan - 9 - "9' Pattern 9 Override Sys No Timing Plan 0 Sequence 0 Veh Detector Plan 0 Det Log None Flash Na Red Rest No Veh Clet Diag 0 Ped Det Diag 0 Plan Plan PDimming Enable Noy t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Fmt Queue Delay No Phase 1 © 3 ' 4 5 op 8 Q 10 11 12 13 man Ped Recall ■■■■■M■■ME■■■e■■ Walk 2 ■■■■e■■■■■■■■■■■ Veh Ext 2 ■■■■■M■eeM■ MIME Veh Recall ■■M■EE■■■■■■■• MI Max Recall ■■■■■■■■■■■■■■■■ Max 2 ■■■■■■■■■Er■■e■■ ■M■■■■■■■■■■■e■■ Maxi CS Inhibit ■M■■■■■■•■■eeee■ Omit M II ME M M Spec Func (1-8) ,I,,,,I, Aux Func (1-3) 1 e 3 m000 8 01011 12 13m15 LP 1-15 eee■e■ee■eee■■■ LP 16-30 ■■eeeeeee■■■eee LP 31-45 ■■■E■■■■■■eee■■ LP 46-60 M■MIMM■■■Me■eee ■eee■■eeMeeME■■ LP 61-75 LP 76.90 eese■EeeM■■MIME ■eee■■a■■e■■■■■ LP 91.100 Submitted into the record of on ubIic LeLki city letk Action Plan -11 - "11" Pattern 11 Override Sys No Timing Plan 0 Sequence 0 Veh Detector Plan 0 Del Log None Flesh No Red Rest No Veh Det Diag 0 Ped Det Diag 0 Plan Plan No Pmt Veh Priority No Ret Dimming Enable Pmt Ped Priority Ret Pmt Cond Delay NU NG Pmt Queue Delay No Phase ©® 3 4 5 6 7 8 0 10 03131ID6316 Ped Recall ■■■■■■■■■=■■■■■ ■■■■■■■■ MEN ■■■■■ Walk 2 Veh Ext 2 ■■■■■■■■ ENE ■■ill■ Veh Recall ■,■■■■■■■■■■■■■■ Max ■■■ ■■■■■■■■■■e■■■■■ MINIMUM NM Maxi ■■■■■■■ CS Inhibit •••■■■■■■■■■■■ 1111 Omit Spec Func (1-$) I„" Aux Func (1-3) 1 2 3 4 5 6 7 8 9 10MEM1415 LP 1-15 ■e■e■■■■■■■■■■■ LP 16-30 Mies■■■■■■eeeee Mee■Mee■wises■■ ■eeee■■■e■■■e■■ ■■■■■ew■■■e■■■ 11 Mil LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 a■eee■■eee■■■■■ Action Plan - 12 - "12" Pattern 12 Override Sys No Timing Plan 0 Sequence 1 Veh Detector PIenO Det Log None Flash No Red Rest No Veh Det Diag 2 Ped Del Diag Plan Plan No Pmt Veh Priority No Ret Dimming Enable Pmt Ped Priority Ret Pmt Cond Delay No Pmt Queue Delay No No Phase 1 BEI 4 5 Q ■M■■■■■■■■■■■■■■ 7 8 9 1011 m 1314 ®16 Ped Recall Walk 2 ■M■■■■■■■■M■INIMI■■ MEN ■ i ■■■M■■■M■■■■■ ■■■■■■■■ww■■■ ■■■■■■■■■■■■■ Veh Ext 2 Veh Recall Max Recall ■ Max 2 ■■e■e■■■■■■e■■■■ ■■■■■■■■■■■■■■■ Max 3 CS Inhibit ■■■■■E■■■M■■■■■ Omit ■e■■■■•1111. li■� Spec Func f1-6D ■I I Aux Func (1-3) ,■ iimi1 En] 4©6 713Q10831213816 LP 1-15 ■tee■■ell■■eee■■' ■see■ell■■■eee■ ■Mill. ■■■■e LP 16.30 LP 31.45 LP 46-60 ■■■■■■■■■■■■■■ LP ■Mee■■ew■s■■■ell ■■■■ ■ ■ ■ ■ ■■■■ ■ ■ LP 76-90 LP 91-100 ■Mee■ee■e■■■■■ Submitted into the p if~ if record or it m(s) ` City erk Action Plan -13 - "13" Pattern 13 Timing Plan 0 Veh Detector Plan° Flash No Veh Det Diag Plan Dimming Enable No Pm[ Ped Priority Ret Pmt Cond Delay 0 No No Override Sys Sequence Det Log Red Rest Ped Del Diag Plan Pmt Veh Priority Ret No 0 None No 0 No Pmt Queue Delay No Phase El 305070010111E00301516 ■■■■■ Ped Recall ■■■■■■■■■■■■Mil■■ ■e■■■■■■■■■■e■e■ ■■■■■■■'e■■■■■l■■ e■■■sill■■■■■■■■■ ■■e■.■■■■■e■ee■■ e■■■■■■■■■■Max Walk 2 Veh Ext 2 Veh Recall Max Recall Max2 3 CS Inhibit ■■■■■■■■ Omit 111 • EMI�■■ Spec Func {1-8} AuxFunc 1-3} 111 1 2 3 Q 5 6 7 8 1310Wa13 1400 LP 1-15 Eli ■e■■■■■■■■Mill es■■■■■ LP 1F-30 ■e■■■■ee■se■■■e ell■■■Eno LP 31-45 LP 46-60 e■e■Ell i■e■■e ■■■■■e■ee . Ell ■s■ e LP 61-75 ■ee e■e■■■■■■■e gum LP 76-90 LP 91-100 eeee■■Mee■■■■■■ Action Plan -14 - "14" Pattern 14 Timing Plan 0 Veh Detector PIanO Flash No Veh Del Diag Plan 2 Dimming Enable No Pmt Ped Priority Ret Pmt Cond Delay Na No Override Sys Sequence Del Log Red Rest Ped Det Diag Plan Prnl Veh Priority Rel No 1 None No 0 No Pml Otienp Delay No Phase 1 ©3 4 5 Ell 8 9 10111E131415al Ped Recall ■e■1.ee■■■■■■■■■■ ■e■■■Me■■■■■■■■■ Walk 2 Veh Ext 2 e■■■■■■■■■■Mel■ Veh Recall e■■■■■■■■■■■■■■■ Max Recall e■■■■■■■■■■■■•■■ Max2 ■■■■■MOM ■■■■■■■■ Maxi ■■■■■■■■■■■■■MI■■ CS Inhibit ■■ee■■■•■■�■■ Omit 11111 ..2.11■■■■■ Spec Func 41-8) 1,,I I Aux Func (1-3) 1I1 1 2 3 4 5 6101 8Q1014E131415 LP 1-15 ■■■■■■■■■■■11■■■ ■e;M■■se■■■e■■■■ LP 16-30 LP 31-45 ERE Ell LP 46-60 Miss■■■all■■■■ell LP 61-75 sill■Mee■■■easeIII LP 76-90 ■■■■es■■e■eeee■ LP 91-100 III ■■■eeee■■■■■■■ Submitted into the public record f'or ern(s) 1 on II i' if City' Jerk Action Plan -16 - "16" Pattern 16 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plano pet Log None Flash No Red Rest No Veh Det Diag 2 Ped Det Diag 0 Plan Plan Dimming Enable No it Veh Priority Na Ret Pmt Fed Priority Ret Pmt Cond Delay No Pmt Queue Delay No No Phase 1 ©3 Q 5 Q 7 8 9 10 11E1131331516 Ped Recall IMEeee ■■■■■ ee■■■■■■■■M■■■■■ ■■■■■M■■■■■■■■e ■e■■■■■■■■ee■■■■ ■■■■e■ NE. EMU Inn ■■a■■■e■ ■■■■■■■■ ■■■■■■■ Walk 2 Veh Ext 2 Veh Recall Max Recall Max2 Max 3 • ■■■e■■ee ■■■■■■■■ee■■■■■ ■r•••■•MI■■■■r. ,■I III ■■■M■ CS Inhibit omit Spec Func Aux Func (1-3) '■ 1 ma S o©la 9 10 11 12 13 14 m ea■eesee■■e■■■e ■ee■e■■ee■e■■e■ ■■■ee■■■■■■EMI ■ LP 1-15 LP 16-30 LP 31-45 LP 46-60 ■ee■eMI. e■e■e■e LP 61-75 eeee Ell e■e■ee - ■■ LP 76.90 ■e■■III eMe■e■ease ■■■■ LP 91-100 see■e■eEMIR Action Plan -17-"17" Pattern 17 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plan 0 Det Log None Flash No Red Rest No Veh Det Diag 2 Ped Det Diag 0 Plan Plan No Pmt Veh Priority No Ref Dimming Enable Pmt Ped Priority Ret Pmt Cond Delay Nn No Pmi Queue Delay No Phase ©2 3 4 5 QQQQ 10 ®12 E 15 16 Ped Recall ■■■■e■e■■■■■ NMI ■ Walk 2 eee■■■e■■■e■MEM■ Veh Ext 2 ■eeee■■■■eee■■■■ ■■■e■■■■■■■■eee■ Veh Recall Max Recall eeee■■■e■■■■■■■■ Max ■MeII. ■■■■■■■■■■■ Max 3 ■■■■■■■ CS Inhibit ■e■■■■•■■eee■■■■ Omit ■•QQQQN■■■■■■ENE Spec Func {1-S} 11,1,I Aux Func (1-3) 11, 1 2 3 4 Q 6 7 8 9 10m121Em15 LP 1-15 eeee■■e■■■e■eee eee■■■■■eee■eee LP 16-30 LP 31-45 ■eeee■■e■■■eee■ LP 46-60 ■eee■■e■■e Ell ee■ LP 61-75 ■seeEll ■■■■eEll e■ LP 76-90 ■■■■eMil e■eee■■■ LP 91.100 ea■e■■■■e■■■■■■ Submitted into the public rec rd or it m(s) . City Cl k Action Plan - 18 - "18" Pattern 18 Override Sys No Timing Plan 0 Sequence 0 Veh Detector Plano Det Log None Flash No Red Rest No Veh Det Diag 0Ped Det Diag Plan Plan 0 Dimming Enable Na R t Veh Priority No Pmt Ped Priority No Ret Pent Cond Delay No Pmt Queue Delay No Phase 11 2 3 4 5 6 7 8]1011 12®m15m ■■■ Ped Recall sees■■■Mess■■■■■ ■1.■■ MUM ■■■MM. Walk 2 Veh Ext 2 ■■■■■■■■■■■■■■■■ Veh Recall ■■■■■■■■■■■■■■■,■ Max Recall ■■■■■■■■■■■■■■■■ Max2 sees■■■sees■■■■■ Max 3 ■■■■■■■1M CS Inhibit EOM EMI Omit NM . NM�■� Spec Func {1-8] ,III 11 Aux Func (1-3) 11r 11 2 3 4 5 6 Q 8 9 10 11 12 13 ma LP 1-15 Ell II LP 16-30 ■■■e■■■■■■eee■■ LP 31-45 see■■■ee■eee■■■ LP 46-50 ■■e■■se■see■■■e ■e■e■ee■■e■■■■e LP 61.75 LP 76-90 ■ease■■eee■■■■■ LP 91-100 ■ease■eee■■■■■■ Action Plan - 19 - "19" Pattern 19 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plan° Det Log None Flash No Red Rest No Vett Det Diag Ped Det Diag Plan 2 Plan 0 No Pmt Veh Priority No Ret Dimming Enable Prnt Ped Priority Ret Pmt Cone Delay Na Pmt Ouel}e Delay Nn No Phase Q 2 3 4 5 6© 8 9 1011®131:01516 ■ Ped Recall sees■■■■■■■■■■■■ ■■■■.■■■■r■■■■■■ Walk 2 Veh Ext 2 Veh Recall ■■ ■■■■■■■• Max Recall ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ Max2 Max 3 ■■■■■■■■■■■• ■■■ CS Inhibit ■■■■■■■■■■■■■■■■ Omit ■■■■■•■• ••••• • Spec Func (1-6) I 1 Aux Func (1-3) In 2 3 a 5 6 7 8 9 10 11 121E1XE LP 1-15 a■e■■■■eee■see■ LP 16-30 ee■■s■■■■■■■ees LP 31-45 ■e■ease■■ee■ee■ LP 46-60 ■e■e■see■eee■■■ LP 61-75 eeee■see■■e■■■e LP 76-90 se■e■■■e■■e■eee LP 91-100 eee■■e■■■■■■■■• Submitted into the public tit' ltprn(c) _..?4_1± on record City Clerk Action Plan - 21 - "21" Pattern 21 Override Sys No Timing Plan 0 Sequence 1 Veh Detector PIan0 Det Log None Flash Nc Red Rest No Veh Del Diag 2 Ped Del Diag Q Plan Plan Nc Pmt Veh Priority No Rel Dimming Enable Pmt Ped Priority Rel Pint Cond Delay Nc Pmt Queue Delay No No Phase 1 ■■■ ■■■■•■■■■eMe■■■MI ■■■e■■■■■■■■■MEIN ■■■■■■Mee■■■■■■■ eM■■ ■■■■■■■■■e.■■■■■ ■■■■■■■■■•1■■■•■■ ee■■■■■e ■■e■■NNEN B 3au6 mom Q8 9 101112m141513 ■■■■■■■■MIN ■M■.■■ MM. ee■■■ Ell■■■■ Ped Recall Walk 2 Vet, Ex! 2 Veh Recall Max Recall Max 2 Maxi CS Inhibit Omil Au3Pone} 1 2 3 4 5 6 7 Q 9 10m®®1415 LP 1-15 ■■■e■■■e■■■■■es LP 16-30 ■■■e■■e■■se■■e■ s■ee■■e■■■■ee■M ■lee■■lee■■e■e■ LP 31-45 LP 45-60 LP 61-75 ■Mee■■■■■■■■■e■ LP 76-90 ■e■es■Meee■■e■e LP 91-109 Ell II ■ Action Plan - 22 - "22" Pattern 22 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plano Del Log None Flash No Red Rest No Veh Det Diag 2 Red Det Diag 0 Plan Plan No Pmt Veh Priority No Ret Dimming Enable Pmt Ped Priority Ret Pmt Cond Delay No Pmt Queue Delay No No Phase 1 2 3 4 5 EI 7 8 9 10®®SE1410316 Ped Recall ■■e■■■■■■■■■■■■■ Walk 2 ■■■■e■■■■■■■■■■■ Vets Ext 2 ■■■■■■■■■■■e■■■■ Veh Recall ■■■e■■■■■■■■■■■e Max Recall ■■■■■■■Mee■■M■■■ Max 2 ■Me■■■■■■■■■■Me. Max 3 ■■■M■■■MIUM■■■■■ CS Inhibit ■■ ■■■■■■e■■■■Mil Omit ■■■■E■■■■■■■■■i• Spec Func Aux Func ,I, (1.3) BB4BE7 8 9 10111111E114133 LP 1-15 ■■e■e■ee■ee■■ee LP 16.30 ■■■■■a■■■ee■■■■ LP 31-45 ■■■11■11■■■11■11■■11 eeeee■ee■■ee■e■ ■Mill e■■■■■■■■■e LP 46.60 LP 61-75 LP 76-90 a■Mee■■■eeee■■■ LP 91.100 ■■■■■■■■■■■■■■■ Submitted into the public q/ record or i 1 (s) o� '- on 1 + 1 1_. City erk Action Plan - 24 - "24" Pattern 24 Timing Plan 0 Veh Detector Plano Flash No Veh Det Diag Plan 0 Dimming Enable No Pint Ped Priority Ret Pmt Cond Delay Override Sys Sequence Det Log Red Rest Fed Del Dag Plan Pmt Veh Priority Ret No 0 None No 0 No No Pmt Queue Delay No No Phase 1 2 ©0 5 6 7 8 9 10 11 1211m1516 Ped Recall ■■■■■■■■■■ MINIM ■■ Walk 2 ■■■■■•■■■■■■■■■■ Veh Ext 2 ■■■■■■■■M■■■■■■■ Veh Recall ■■■■■■■■■■■■■■■■ Max Recall _ ■■■■■■■■E■■■eNMI Max 2 ■■■■•■■E■■■■■■■■ Maxi ■e■■■Ilan ■■■■■■■■ CS Inhibit E■■■■■■■■■■■■■• Omit ■•■N■• Ell •■■■■■■■ Spec Func {1-8) ,■■■,■■, Au3Func) ,11 1 2 3 4 5 OQ 8 Q10MR1415 LP 1-15 ■■■eeee MM. eeee■ LP 16-30 ■■■MI Mee■■eeee■ ■eeee■■Ee■e III ■■■ LP 31-45 LP 46-60 e■ee■■eeeee■e■■ LP 61-75 1111E■eeee■■■eeee LP 76-90 Mee MIN eeee■■eeee LP 91-100 ■■a■■Mee■■■■■■, Action Plan - 25 - "25" Pattern 25 Timing Plan 0 Veh Detector Plano Flash N} Veh Det Diag Plan 0 Dimming Enable No Pmt Ped Priority Ret Pmt Cond Delay Override Sys Sequence Det Log Red Rest Ped Det Diag Plan Pmt Veh Priority Ret No 0 None No 0 No No Pmt Oueue Delay No No Phase © 2 M■■■■■■■■■■■■■•■ ■■•■■ 3 4 ©m■ 8 9 1011 1213 14®ga ■■■■ Ped Recall Walk 2 Veh Ext 2 ■■■■M■■■■■•■■■■■ Veh Recall ■■■■■■■■■e■ee■M■ Max Recall ■■■•■Mee■■■■E■E■ Max 2 ■■■■■■■■■■■■■■■■ Max 3 ■■■■■■■■■■■■.■■■ CS Inhibit eeee■■■■■■■■■■■■ Omit ■■■■■■■■■MEER�■ Spec Func (i-8) ,I,■,■■, Aux Func (1-3) '■, 1® 3 4 ®6 7 8 9 10®m131E115 LP 1-15 ee■e■■■e■■ee■ee LP 16-30 eeee■■ III e■■e■se■ LP 31-45 ■eeee■■eeeeeeee ■e■■■E■■eeee■■■ LP 46-60 LP 61-75 ■■eeee■■■e eeee LP 76-90 see.■■■e■■■eM■■ e■■EM■■■■■■MEMO' LP 91-100 Submitted into the public recorc #nr jtem(s) on City C =rk Action Plan - 62 -"62" Pattern Free Timing Plan 0 Veh Detector Pian0 Flash No Veh Del Diag 0 Plan Dimming Enable No Pmt Ped Priority Ret Pmt Cond Delay No No Override Sys No Sequence 1 Det Log None Red Res! No Ped Del Diag o Plan Pm! Veh Priority No Ret Pmt Queue Delay No Phase 1 e■eee■■e■e1.e■e■e . 2 3 4 Q 6 7 QQ 10 m 12 13 14 15 ■■■■eEMI ■e■■■ 16 Ped Recall E■■■■■■■e■■■■■eee Veh Ext 2 Veh Recall e■■■ MOM ■■■■■■■■■ Max Recall ■■■■■■■■ee■e■■■■ Max 2 ■ x ■■■©■■■■■■■■■■ Max 3 e'■e■11111.e■ee■a■eee CS inhibit e■ee■e■e■•■ee•`e Om ■■■aaa•aa■■■■■.. Spec Func f,-Sl Aux Func (1-3) i1�,,,�, r1, 1 2 3 4 QQQQ 9 1911 131415 LP 1-15 ■eee■eee■ LP 16-30 ■e■■■■■■■■■e■■■ ■Rase■■ease■Ell e LP 31-45 LP 46-60 a■■eeeee■e■eeee LP 61-75 eeeeeee■■e■e11 LP 76-90 ■■■eesee■eeeeee LP 91-100 e■eeeseee■■Me■■ Action Plan - 63 - "63" Pattern Flash Timing Plan 0 Veh Detector Plano Flash N❑ Veh Det Diag 0 Plan Dimming Enable No Pmt Ped Priority Na Ret Pmt Cond Delay No Override Sys No Sequence 1 Det Log None Red Rest No Ped Del Diag 0 Plan Pmt Veh Priority No Ret Pmt Queue Delay No Phase Do ■■■■■■■eee■■■■■■ e■e■ee■■■e■■eee■ eeea■■■■■••eeeee ■■■■■■eee■■■■■■■ e■■■■■■■■■Re■e■■ ■■■■..■■■■■■■■ e■■■•••■■eee■■■■ e■eeee■■ee�eeeee 3 as 6 7 ENO B p10801283E8816 _ •■e■■■ 111 Fed Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func t,-af Aux Func (1.3) III Q 2 3 aQQ 7 8 Q 10 11®m 14 E8 LP 1-15 Ell eee■eeeeeemaul LP 16-30 e■eeeeeeee■■e.0 LP 31-45 ee■■ e■■eee■ LP 46-60 gm. ■■■■■e■e■ee■■ LP 61-75 ■ease■eee■■eeee LP 76-90 ■■11 eee■ease LP 91-100 eeeeee■■■e■■■■■ Submitted into they record f%1r it n(5) l71! 5nbtnitted into lthe 1'iblie rrirMi eecor'teL ("7J Time Base Day PlanfSchedule Day Plan (MM) 5-3 Day Plan #1 - "1" Event Action Plan Start Time 1 62 00:00 2 2 05:00 3 4 06-00 4 6 10:00 5 8 13:00 6 7 12 17 15:00 18:00 8 14 20:00 9 16 22:00 Day Plan #2 - "2" Event Action Plan Start Time 62 00:00 2 19 06:00 3 21 16:00 4 22 22:00 Miami -Dade, FL 2099 - US-1 & NE 38lh St - 2070-1 C - Econolite Type - Cobalt tto E 4CONCIL1TE Schedule (MM) 5-4 Schedule Number- 1 Day Plan No.. 1 Month JAN FEB MAR APR MAY JUN rJUL AUG SEP OCT NOV DEC x x x x x x x x x x x X. Day (DOW) SUN MON TUE WED THU FRt SAT x x x x Day (DOM) 1 2 3 4 5 6 7 8 9 10 11 x x x x x x x x x x x 12 13 14 15 16 17 18 19 20 21 22 x x x x x x x x x x x 23 24 25 26 27 28 29 30 31 x x x x x x X X x Schedule Number - 2 Day Plan No.: 2 Month JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC x X x x X x x x x Day (DOW) SUN MON TUE WED THU FRl SAT x x Day (DOM) 1 2 3 4 5 6 7 8 9 10 11 x x x x x x x x x x x 12 13 14 15 16 17 18 19 20 21 22 x x x x x x x x x x x 23 24 25 26 27 28 29 30 31 x x x x x x x x x Submitted intorthe p bileon 4 ( record or City C1 rk LY11 10/'1V 4,1 4.11.£, 1 11vv I wr •.Y Direction NB SB WB Ped Heads If N Timing, Phases Head No, 16 I 5/2 2 7 I 4 , P6 P4 Movements/Display/Actuation (2+5) Dwell . R 1 <GIG G 1 I R I R DW DW SBT + SBLT c 2+6 R =YIG1 G 1 I I R 1 R 1 DW DW T4` US-1 ! 1/ (Actuated) a I1 1 5/2 Dwell G G 1 1 1 1 R R W/r DW P6 (2+6) (I-) I Y Y I Y 1 1 R 1 R DW DW SBT + NBT c, I 1 s US-1 1 2 5r2 � (Recall) 1 I i6 0 1 Dwell I R R <G 1 G 1 DW W/F �3 p4 (4) (2,-5) I R F R, I Y Y DW DW 4 Q WB (2+6) R _ R R Y Y DW DW NE38ST `, I I (Actuated) 1 & I I 1 }1 i 1 1 1 1 1 - Dwell 1 1 1 „. c 1 1 E 1 1 I I 1� 1 I 11 I 11 v Dwell 1 C: O 1 1 1 .= I `° 0 ° ! 1 I LE 1 Dwell 1 ' 1 c1 1 1 e 1 1 1 a 1 l 1 1 1 I 1 l 1 ji I 1 ° I 1 1 1 1 Dwell I T I I r t 1I1 1 - -- - Dwell I i 1 I 1 e r I I J 1 I f 1 1 I_ Hasning Operation FY FY 1 FY I P F cl ' FR Page i of i Miami -Dade County Public Works Department Drawn Erick Zapata Date 7/28/2015 US-1 & NE 38 ST Checked 1 1,1,Ef' ut.„.._)10 L.--- Date 1! ,..D 1, Placed in Service Phasing Na. Asset Number Date 7— fi r 70/4- I By(evipG ).•• 5 2099 Submitted into the p blic record for i ern(s) x A on 11i i i City Cl rk APPENDIX C PSCF and Historical Data 2019 PEAR SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH WEEK DATES SF MOC F : 0.97 PSCF 2 3 . 5 6 * * B * 9 *10 *11 *12 *13 *14 *15 *16 *17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 41 48 49 50 51 52 53 01/01/2019 01/06/2019 01/13/2019 01/20/2019 01/27/2019 02/03/2019 02/10/2019 02/17/2019 02/24/2019 03/03/2019 03/10/2019 03/17/2019 03/24/2019 03/31/2019 04/07/2019 04/14/2019 04/21/2019 04/28/2019 05/05/2019 05/12/2019 05/19/2019 05/26/2019 06/02/2019 06/09/2019 06/16/2019 06/23/2019 06/30/2019 07/07/2019 07/14/2019 07/21/2019 07/28/2019 08/04/2019 08/11/2019 08/18/2019 08/25/2019 09/01/2019 09/08/2019 09/15/2019 09/22/2019 09/29/2019 10/06/2019 10/13/2019 10/20/2019 10/27/2019 11/03/2019 11/10/2019 11/17/2019 11/24/2019 12/01/2019 12/08/2019 12/15/2019 12/22/2019 12/29/2019 x PEAK SEASON - 01/05/2019 - 01/12/2019 - 01/19/2019 01/26/2019 02/02/2019 - 02/09/2019 - 02/16/2019 02/23/2019 - 03/02/2019 03/09/2019 - 03/16/2019 - 03/23/2019 - 03/30/2019 - 04/06/2019 - 04/13/2019 - 04/20/2019 - 04/27/2019 - 05/04/2019 - 05/11/2019 - 05/18/2019 - 05/25/2019 - 06/01/2019 - 06/08/2019 - 06/15/2019 - 06/22/2019 - 06/29/2019 - 07/06/2019 - 07/13/2019 - 07/20/2019 07/27/2019 08/03/2019 - 08/10/2019 - 08/17/2019 08/24/2019 - 08/31/2019 - 09/07/2019 - 09/14/2019 - 09/21/2019 - 09/28/2019 - 10/05/2019 - 10/12/2019 - 10/19/2019 - 10/26/2019 11/02/2019 11/09/2019 - 11/16/2019 11/23/2019 - 11/30/2019 12/07/2019 12/14/2019 - 12/21/2019 12/28/2019 - 12/31/2019 1.03 1.02 1.01 1.00 0.93 0.97 0.96 0.96 0.96 0.96 0.97 0.97 0.97 0.97 0.98 0.98 0.98 0.99 0.99 1.03 1.03 1.01 1.01 1.02 1.07 1.02 1.02 1.03 1.03 1,03 1.02 1.02 1.02 1.02 1.02 1.03 1.03 1.03 1.02 1.01 1.00 0.99 1.00 1.00 1.01 1.01 1.02 1.02 1.02 1.03 1.03 1.02 1.01 1.06 1.05 2.04 1.03 1.01 1.00 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1,01 1,01 1.01 1.02 1.02 1.03 1.03 1.04 1.04 1.05 1.05 1.05 1.05 1.06 1.06 1.06 1.05 1.05 1.05 1.05 1.05 1.06 1.06 1.06 1.05 1.04 1.03 1.02 1.03 1_03 1.04 1.04 1.05 1.05 1.05 1.06 1.06 1.05 1.04 14-FEE-2020 15:39:30 830UPD Submitted into the ou°1 ic recOFd,fo ern(s) on City Cler 6_8700_PKSEASON. TXT FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5059 - SR 5/US-1, 200' N NE 36 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 35500 C N 15500 S 20000 9.00 54.20 3.20 2019 42500 C N 20500 5 22000 9.00 54.60 4.70 2018 41500 C N 21500 5 20000 9.00 54.30 4.90 2017 40000 C N 19000 S 21000 9.00 55.00 4.50 201E 40000 C N 20000 5 20000 9.00 54.50 5.10 2015 42500 C N 2000❑ S 22500 9.00 54.70 4.20 2014 38000 C N 21000 S 17000 9.00 54.50 5.10 2013 43500 C N 22000 5 21500 9.00 52.40 5.20 2012 47000 C N 23500 S 23500 9.00 55.70 5.80 2011 39000 C N 20500 S 18500 9.00 55.10 4.50 2010 35500 C N 16500 5 19000 8.98 54.08 4.40 2009 35000 C N 17500 5 17500 8.99 53.24 3.40 2008 32500 C N 16000 S 16500 9.09 55.75 3.70 2007 34500 C N 17500 S 17000 8.01 54.34 3.10 2006 30500 C N 15500 S 15000 7.97 54.22 4.90 2005 39500 C N 21000 S 18500 8.80 53.80 1.80 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 Submitted into the publi record fpr ite n(0 on APPENDIX D Covid-19 Factor A ...,ity lerk Submitted into the public record foor, item(s) 1 r an 1�_?� -- City Cler TABLED Co►vid-19 Adjustment Factor ;Roadway Location 2019 (1) Pre Covid-19 Daily Volume 2021 (2) Pre Covid-19 2021 Adjustment Covid-19 Factor _ Al A S. of NE 2 St 11,822 12,007 12,267 0.98 Totals 11,822 12,007 12,267 0.98 Source: FDOT Transportations Statistics Office & Traffic Counts 7/TAF7CH NGINEERING, INC. Submitted into the public record r it m() On APPENDIX E Growth Analysis, Cardinal Distribution, and Future Turning Movement Volumes Traffic Trends - V03.a SR 5/US-1 -- 200' N NE 36 ST EIN# Location 1234 1 County: Station #: Highway: 45000 40000 35000 z 30000 ta) 25000 20000 ▪ 15000 t- L Q 10000 5000 0• 2016 2021 2026 Year observed Count Fitted Curve 2031 ** Annual Trend Increase: -650 Trend R-squared: 14.72% Trend Annual Historic Growth Rate: -1.58% Trend Growth Rate (2020 to Design Year): -1,66% Printed: 16-Jun-21 Straight Line Growth Option Dade (87) 5059 SR 5/US-1 Year Traffic (ADTIAADT) Count* Trend** 2016 40000 41200 2017 40000 40600 2018 41500 39900 2019 42500 39300 2020 35500 38600 2023 Opening Year Trend 2023 NIA 36700 2024 Mid -Year Trend 2024 NIA 36000 2025 Design Year Trend 2025 NIA 35400 TRANPLAN Forecasts/Trends *Axle -Adjusted c Cr n 4.. Growth Rate Trend Analysis Calcuaitions Submitted into the record (or itaa(s) on Al Description Station # 5059 Trend Growth Rated) -1.58 Adjusted Growth Rate (2) 0.50 Average Growth Rate 0.50 Growth Rate Used 0.50 Notes: 1: Refer to Trend Analysis Chart 2: If the resulting growth rate is negative, a 0.5 growth ublie City erir Submitted into the public record or it ni(s) ___palT on City Cl k MIAMI-DADE TRANSPORTATION PLANNING ORGANIZATION .lf SUPPORTING DOCUMENTS DIRECTIONAL TRIP DISTRIBUTION REPORT SEPTEMBER 2019 L R Submitted into the p 1 t reco -d or it m(s) can City C erk 365 3265 Trips 282 160 164 347 329 264 365 3265 Percent 14.6 8.3 8.5 18.0 17.1 13.7 366 3266 Trips 483 305 156 349 718 383 366 3266 Percent 15.4 9,7 5.0 11.2 23.0 12.2 367 3267 Trips 340 137 163 230 428 264 367 3267 Percent 17.1 6.9 8.2 11.6 21.6 13.3 368 3268 Trips 897 497 382 857 919 682 368 3268 Percent 17.3 9.6 7.4 16.5 17.7 13.2 369 3269 Trips 148 81 67 128 126 104 369 3269 Percent 18.3 10.0 8.2 15.7 15.5 12.8 370 3270 Trips 849 613 315 741 878 636 370 3270 Percent 16,5 11.9 6.1 14.4 17.0 12.4 371 3271 Trips 182 93 93 187 143 122 371 3271 Percent 17.0 8.7 8.7 17.5 13.4 11.5 372 3272 Trips 442 180 195 234 327 233 372 3272 Percent 21.2 8.7 9.4 11.2 15.7 11.2 373 3273 Trips 216 105 79 91 105 118 373 3273 Percent 17.8 8.7 6.5 7.5 8.6 9.7 374 3274 Trips 524 254 271 318 438 258 374 3274 Percent 19.0 9.2 9.8 11.5 15,9 9.4 375 3275 Trips 748 428 388 627 780 705 375 3275 Percent 15.3 8.8 8.0 12.8 16.0 14.4 376 3276 Trips 399 348 161 433 432 302 376 3276 Percent 15.7 13.2 6.1 16.4 16.4 11.5 377 3277 Trips 2,443 1,445 1,013 1,619 2,035 1,906 377 3277 Percent 18.1 10.7 7.5 12.0 15.1 14.1 378 3278 Trips 1,581 576 381 1,255 1,301 1,162 378 3278 Percent 19.3 7.0 4.7 15.4 15.9 14.2 379 3279 Trips 123 29 16 52 144 118 379 3279 Percent 19.0 4.5 2.5 8.0 22.2 18.2 380 3280 Trips 497 165 120 404 526 489 380 3280 Percent 17.7 5.9 4.3 14.4 18.8 17.4 381 3281 Trips 723 167 238 404 812 703 381 3281 Percent 17.5 4.1 5.8 9.8 19.7 17.0 382 3282 Trips 992 199 182 303 1.112 852 382 3282 Percent 19.0 3.8 3.5 5.8 21.3 16.3 383 3283 Trips 652 34 43 146 725 713 383 3283 Percent 20.1 1.0 1.3 4.4 22.0 21.6 384 3284 Trips 831 120 127 260 990 678 384 3284 Percent 19.4 2.8 3.0 6.1 23,1 15.8 385 3285 Trips 353 54 69 145 668 610 385 3285 Percent 13.5 2.1 7.6 5.6 25,6 23.4 386 3286 Trips 585 180 150 179 736 677 386 3286 Percent 16.3 5.0 4.2 5.0 20.5 18.9 387 3287 Trips 647 166 84 160 1,108 990 387 3287 Percent 14.2 3.6 1.9 3.5 24.3 21.7 388 3288 Trips 402 123 69 70 418 396 388 3288 Percent 19.5 6.0 3,3 3,4 20.3 19.2 389 3289 Trips 583 105 134 69 815 624 389 3289 Percent 17.2 3.1 3.9 2.0 24.0 18.4 390 3290 Trips 238 19 55 12 410 404 390 3290 Percent 14.2 1.1 3.3 0.7 24.4 24.1 224 11.6 339 10.8 176 8.9 483 9.3 53 6.5 622 12.1 108 10.1 215 10.3 106 8.7 268 9.7 461 9.4 219 8.3 1,177 8.7 813 9.9 68 10.5 264 9.4 436 10.6 604 11.6 319 9.7 572 13.4 284 10.9 472 13.2 615 13.5 219 10.6 587 17.3 289 17.2 159 1,958 8.2 396 3,154 12.7 247 2,002 12.5 473 5,262 9.1 106 817 13.1 496 5,305 9.6 140 1,084 13.1 261 2,140 12.5 396 1,225 32.5 425 2,768 15.5 747 5,037 15.3 339 2,647 12.9 1.842 13,813 13.7 1,112 8,530 13.6 98 648 15.1 339 2,824 17.1 646 4,261 15.6 974 5,375 18,7 658 3,411 20.0 705 4,386 16,5 424 2,632 16.3 604 3,734 16.9 787 4,712 17.3 364 2,117 17.7 483 3,448 14.2 252 1,720 15.0 365 365 366 366 367 367 368 368 369 369 370 370 371 371 377 372 373 373 374 374 375 375 376 376 377 377 378 378 379 379 380 380 381 381 382 382 383 383 384 384 385 385 386 386 387 387 388 388 389 389 390 390 3265 3265 3265 3266 3267 3267 3268 3268 3269 3269 3270 3270 3271 3271 3272 3272 3273 3273 3274 3274 3275 3275 3276 3276 3277 3277 3278 3278 3279 3279 3280 3280 3281 3281 3282 3282 3283 3283 3284 3284 3285 3285 3286 3286 3287 3287 3288 3288 3289 3289 3290 3290 Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent. Trips Percent Trips Percent Trips Percent 248 13.7 648 12,5 433 15.9 829 15.9 199 21.1 964 15.0 225 17.4 440 16,0 243 18.3 861 17.3 1,103 16.0 576 15.2 2,719 18.0 2,042 19.6 196 16.5 549 17.9 1,086 19.1 1,473 20,8 867 20.0 884 16,6 558 15.9 921 16.3 739 12.7 529 16,9 561 14.4 392 13,7 146 177 8.0 9.8 443 357 8.5 7.1 239 273 8.8 10.0 519 359 10.0 6.9 66 96 7.0 10.2 579 393 9.0 6.1 118 111 9.1 8.6 269 291 9.8 10.6 105 103 7.9 7.8 419 385 8.4 7.8 505 431 7.3 6.3 395 205 10.4 5.4 1.746 1,045 11.5 6.9 676 454 6.5 4.4 57 47 4.8 3.9 115 94 3.7 3.1 174 201 3.1 3,5 209 171 2.9 2.4 44 83 1.0 1.9 106 186 2.0 3.5 42 76 1.2 2.2 173 165 3.1 2.9 144 125 2,5 2.2 114 121 3.6 3,9 96 127 2.5 3.3 65 148 2.3 5.2 299 16.5 869 16,7 405 14.8 886 17.0 138 14.7 1,054 16,4 182 14.1 370 13,5 149 11.3 676 13.6 1,140 16.5 639 16.8 2,057 13.7 1,717 16,5 157 13.2 483 15.7 552 9.7 357 5.0 141 3.2 257 4,8 174 5.0 239 4.2 198 3.4 102 3.3 85 2,2 42 1.5 264 14.6 1,024 19.7 504 18,4 943 18.1 160 16.9 1,200 18.7 190 14.7 455 15.6 200 15.1 853 17.2 1,266 18.4 681 17.9 2,240 14.8 1,819 17.4 271 22.8 626 20.4 1,293 22.7 1,783 25.1 954 22.0 1,366 25.7 884 25.2 1,445 25.6 1,573 27.1 817 26,1 1,078 27.7 542 19.0 Submitted into the public City atirk 212 11.7 596 11,5 336 12.3 630 12.1 121 12.8 700 10.9 173 13.4 302 11.0 166 12.6 595 12.0 807 11.7 496 13.1 1,950 12.9 1,523 14.5 135 11.3 552 18.0 991 17.4 1,138 16.1 919 21.1 1,066 20.0 700 19.9 1,005 17.8 1,240 21.4 602 19.2 781 20.1 748 26.2 293 16.2 672 12,9 317 11.6 516 9.9 64 6.8 814 12.7 158 12.2 282 10.3 198 14.9 588 11.8 780 11.3 373 9.8 1,429 9.4 1,008 9.7 155 13.0 334 10.9 591 10.4 773 10.9 524 12.1 SO2 15.1 512 14.6 778 13.8 936 16.1 461 14,7 641 16.5 465 16.3 174 9.6 574 5,347 11.1 226 8.3 531 5,249 10.2 99 10.5 708 11.1 136 10.5 337 12.3 162 12.2 591 11.9 867 12.6 434 3,871 11.4 1,950 15,434 12.9 1,199 10,748 11.5 172 1,200 14.5 317 3,094 10.3 804 5,955 14.1 1,189 7,314 16.8 814 4,434 18.7 652 5,469 12.3 565 3,547 16.1 913 5,920 16.2 846 5,918 14.6 387 3,209 12.4 520 3,933 13.4 452 2,924 15.8 1,828 2,745 955 6,619 1,312 2,818 1,350 5,128 7,103 Submitted into the p b1 reco Ti Uor itnits) on TABLE 3 Project Trip Distribution TAZ #390 for Magnolia Year Movement NNE ENE ESE SSE SSW WSW WNW NNW 2015 14.20% 1.10% 3.30% 0.70% 24.40% 24.10% 17.20% 15.00% 2045 13.70% 2.30% 5.20% 1.50% 19.00% 26.20% 16.30% 15.80% 2025* 14.03% 1.50% 3.93% 0.97% 22.60% 24.80% 16.90% 15.27% Note: Interpolated Values Source: Miarni-Dade County (2015 & 2045 SERPM) City erk FUTURE TURNING MOVEMENT VOLUME ANALYSIS Biscayne Boulevard and NE 38 Street AM Peak Hour Description Biscayne Boulevard Northbound Left Through Right Biscayne Boulevard Southbound Left Through Right NE 38 Street Eastbound Left Through Right NE 38 Street Westbound Left Through Right Existing Traffic (5/20/2021) 18 710 490 492 1,070 29 316 84 226 Season Adjustment Factor 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Covid-19 Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic 19 731 505 507 1,102 30 0 0 0 325 87 233 Annual Growth Rate 0.50% 0.50% 0.50°/a 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0,50% 2025 Background Traffic 19 746 515 517 1,124 30 0 0 0 332 88 237 Magnolia 77 32 35 14 19 2025 Total Traffic 19 746 592 549 1,124 30 0 0 0 367 102 256 T.aF7CH FiFCFPFFFRIN, INF. FUTURE TURNING MOVEMENT VOLUME ANALYSIS Biscayne Boulevard and NE 38 Street PM Peak Hour Description Biscayne Boulevard Northbound Left Through Right Biscayne Boulevard Southbound Left Through Right NE 38 Street Eastbound Left Through Right NE 38 Street Westbound Left Through Right Existing Traffic (5/20/2021) 43 871 418 320 878 72 436 160 213 Season Adjustment Factor 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Covid-19 Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic 44 897 431 330 904 74 0 0 0 449 165 219 Annual Growth Rate 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50°/a 0.50% 2025 Background Traffic 45 915 439 336 923 76 0 0 0 458 168 224 Magnolia 69 29 77 32 43 2025 Total Traffic 1 45 915 508 365 923 76 0 0 0 535 200 267 1 AF7ICH ENGINEf K$Nn. IN': FUTURE TURNING MOVEMENT VOLUME ANALYSIS NE 38 Street & WB On -Ramp AM Peak Hour Description WB On -Ramp Northbound Left Through Right _ WB On -Ramp Southbound Left Through Right NE 38 Street Eastbound Left Through Right NE 38 Street Westbound Left Through Right Existing Traffic (5/2012021 ) 1 26 929 574 Season Adjustment Factor 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Covid-19 Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0C 1.00 2021 Peak Season Traffic 0 0 0 0 0 1 0 27 957 0 591 0 Annual Growth Rate 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 2025 Background Traffic 0 0 0 0 0 1 0 27 976 0 603 0 Magnolia 109 68 2025 Total Traffic 0 0 0 0 0 1 0 136 976 0 671 0 FF/G1 F1FFIIINf. Yl FUTURE TURNING MOVEMENT VOLUME ANALYSIS NE 38 Street & WB On -Ramp PM Peak Hour Description WB On -Ramp Northbound Left Through Right WB On -Ramp Southbound Left Through Right NE 38 Street Eastbound Left Through Right NE 38 Street Westbound Left Through Right Existing Traffic (5/20/2021) 24 23 662 772 Season Adjustment Factor 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Could-19 Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic 0 0 0 0 0 25 0 24 682 0 795 0 Annual Growth Rate 0.50% 0.50% 0.50°/p 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50°/4 0.50% 2025 Background Traffic 0 0 0 0 0 25 0 24 696 0 811 0 Magnolia 98 152 2025 Total Traffic 0 0 0 0 0 25 0 122 696 0 963 0 ��4F%ECH E NC INEER'r4G lNr. FUTURE TURNING MOVEMENT VOLUME ANALYSIS NE 38 Street & Frontage Road AM Peak Hour Description Frontage Road/NE 5 Ct Northbound Left Through Right Frontage RoadINE 5 Ct Southbound Left Through Right Left NE 38 Street Eastbound Through Right NE 38 Street Westbound Left Through Right Existing Traffic (5/20/2021) 6 54 575 Season Adjustment Factor 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1,03 1.03 1,03 1.03 1.03 Covid-19 Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 , 1.00 1.00 1.00 1,00 1.00 1.00 2021 Peak Season Traffic 6 0 0 0 0 0 0 56 0 0 592 0 Annual Growth Rate 0.50% 0.50% 0.50% 0.50% 0,50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 2025 Background Traffic 6 0 0 0 0 0 0 57 i 0 604 0 Reversing Frontage Road -6 -57 , , 1 Magnolia , 68 2025 Total Traffic 0 0 0 0 0 0 0 0 166 8 672 0 7i4i ECN F nl[.I NEERI NS, INC FUTURE TURNING MOVEMENT VOLUME ANALYSIS NE 38 Street & Frontage Road PM Peak Hour Description Frontage Road/NE 5 Ct Northbound Left Through Right _ Frontage Road/NE 5 Ct Southbound Left Through Right NE 38 Street Eastbound Left Through Right NE 38 Street Westbound Left Through Right Existing Traffic (5/20/2021) 31 2 26 785 Season Adjustment Factor 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Covid-19 Adjustment Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic 32 0 2 0 0 0 0 27 0 0 809 0 Annual Growth Rate 0.50% 0.50%fl 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0,50% 0.50% 2025 Background Traffic 33 0 2 0 0 0 0 27 0 0 825 0 Reversing Frontage Road -33 -27 27 5 Magnolia 98 6 152 2025 Total Traffic 0 0 2 0 0 0 0 0 125 11 977 0 F NGIHRIR,Ar. �. FUTURE TURNING MOVEMENT VOLUME ANALYSIS NE 38 Street 8 NE 6 Avenue AM Peak Hour ❑escription NE 6 Avenue Northbound Left Through Right NE 6 Avenue Southbound Left Through Right NE 38 Street Eastbound Left Through Right NE 38 Street Westbound Left Through Right Existing Traffic (5/20/2021) 50 18 1 506 90 Season Adjustment Factor 1.03 1.03 1,03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Covid-19 Adjustment Factor 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.0C 1.00 2021 Peak Season Traffic 0 0 0 0 0 52 0 0 19 1 521 93 Annual Growth Rate 0.50%0 0.50%p 0.50% 0.50%0 0.50% 0.50%® 0.50% 0,50% 0.50% 0.50% 0.50%0 0.50% 2025 Background Traffic 0 0 0 0 0 53 0 0 19 1 532 95 Reversing Frontage Road 6 -19 -1 Magnolia 68 7 2025 Total Traffic 74 0 0 0 0 53 0 0 0 0 539 95 AF%ECH E NGINEFRINT', INC FUTURE TURNING MOVEMENT VOLUME ANALYSIS NE 38 Street & NE 6 Avenue PM Peak Hour Description NE 6 Avenue Northbound Left Through Right NE 6 Avenue Southbound Left Through Right NE 38 Street Eastbound Left Through Right NE 38 Street Westbound Left Through Right Existing Traffic (5/20/2021) 30 18 5 664 377 Season Adjustment Factor 1.03 1.03 1.03 1,03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Covid-19 Adjustment Factor 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic 0 0 0 0 0 31 0 0 19 5 684 388 Annual Growth Rate 0.50% 0.50% 0.50% 0.50% 0.50% 0,50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 2025 Background Traffic 0 0 0 0 0 32 0 0 19 5 698 396 Reversing Frontage Road 33 -19 -5 Magnolia 152 6 2025 Total Traffic 185 0 0 0 0 32 0 0 0 0 704 396 w TWAF7CH FNGIOAECRING. IIAr Submitted into the public rencod for1item(s) erk 110' APPENDIX F SYNCHRO Analyses Timings 101: Biscayne Blvd & NE 38 St 4\ Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Configurations 41 4 r Traffic Volume (vph) 325 87 233 19 731 507 1102 Future Volume (vph) 325 87 233 19 731 507 1102 Turn Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Detector Phase 4 4 4 6 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 34.0 34.0 34.0 29.0 29.0 11.0 29.0 Total Split (s) 40.0 40.0 40.0 80.0 80.0 50.0 130.0 Total Split (%) 23.5% 23,5% 23.5%0 47.1% 47.1% 29.4% 76.5% 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 0.0 Total Lost Time (s) 6.0 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 None None None C-Max C-Max None C-Max Act Effct Green (s) 29.3 29.3 29.3 74.0 74.0 128.7 128.7 Actuated gIC Ratio 0.17 0.17 0.17 0.44 0.44 0.76 0.76 *Ratio 0.77 0.76 0.52 0,11 0.90 1.00 0.46 Control Delay 84.2 83.4 10.1 30.8 49.1 89.2 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.2 83.4 10.1 30.8 49.1 89.2 8.7 LOS F F B C D F A Approach Delay 57.2 48.9 33.6 Approach LOS E D C Intersection Summary Cycle Length: 170 Actuated Cycle Length: 170 Offset: 51 (30%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v!c Ratio 1.00 Intersection Signal Delay, 43.3 Intersection Capacity Utilization 91.0% Analysis Period (min)15 Splits and Phases: 101: Biscayne Blvd 1 02 r; Intersection LOS: D ICU Level of Service E NE 38 St Submitted into the p bi;c-: record for terns) on t0 ,4ry 41F-04 lark Existing AM Peak Hour Synchro 10 Light Report Queues 101: BPscayne Blvd & NE 38 St I Submitted into the public record for iteni(s) e t-t \. 1 Lit C erk Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 222 226 253 21 1344 551 1231 v!c Ratio 0.77 0.76 0.52 0.11 0.90 1.00 0.46 Control Delay 84.2 83.4 10.1 30.8 49.1 89.2 8.7 Queue Delay 0,0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.2 83.4 10.1 30.8 49.1 89.2 8.7 Queue Length 50th (ft) 248 252 0 14 673 -606 255 Queue Length 95th (ft) 349 353 82 35 785 #887 317 Internal Link Dist (ft) 170 558 407 Turn Bay Length (ft) 125 130 290 Base Capacity (vph) 336 344 519 184 1497 550 2667 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vic Ratio 0.66 0.66 0.49 0.11 0.90 1.00 0.46 Intersection Summary - Volume exceecs capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Existing AM Peak Hour Synchro 10 Light Report HCM Signalized Intersection Capacity Analysis 101: Biscayne Blvd & NE 38 St Submitted into the p record for .tern(s) on N_ ` { 4- 4 City Cl TIT 4, Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '9 4 re II 4T Traffic Volume (vph) 0 0 0 325 87 233 19 731 505 507 1102 30 Future Volume (vph) 0 0 0 325 87 233 19 731 505 507 1102 30 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 0.95 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, pedtbikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, pedfbikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fri 1.00 1.00 0.85 1.00 0.94 1.00 1.00 Flt Protected 0.95 0.97 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1720 1583 1768 3271 1770 3523 Fit Permitted 0.95 0.97 1.00 0.23 1.00 0.05 1.00 Satd. Flow (perm) 1681 1720 1583 424 3271 93 3523 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 0 353 95 253 21 795 549 551 1198 33 RTOR Reduction (vph) 0 0 0 0 0 209 0 73 0 0 1 0 Lane Group Flow (vph) 0 0 0 222 226 44 21 1271 0 551 1230 0 Confl. Peds. (#/hr) 1 5 5 1 Conf . Bikes (#/hr) 1 Tum Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Actuated Green, G (s) 29.3 29.3 29.3 74.0 74.0 128.7 128.7 Effective Green, g (s) 29.3 29.3 29.3 74.0 74.0 128.7 128.7 Actuated g1C Ratio 0,17 0.17 0.17 0.44 0.44 0.76 0.76 Clearance Time (s) 6.0 6,0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 4.0 4.0 4.0 1.0 1.0 4.0 1.0 Lane Grp Cap (vph) 289 296 272 184 1423 550 2667 Ws Ratio Prot c0.13 0.13 0.39 c0.29 0.35 v/s Ratio Perm 0.03 0.05 c0.47 v/c Ratio 0.77 0.76 0.16 0.11 0.89 1.00 0.46 Uniform Delay, d1 67.1 67.0 59.9 28.5 44.4 54.7 7.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 incremental Delay, d2 12.3 11.7 0.4 1.3 8.9 38.8 0.6 Delay (s) 79.4 78.8 60.3 29.8 53.3 93.5 8.3 Level of Service E EECD F A Approach Delay (s) 0.0 72.3 52.9 34.6 Approach LOS A E D C Intersection Summary HCM 2000 Control Delay 48.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 170.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 91.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Existing AM Peak Hour Synchro 10 Light Report HCM 6th TWSC 105: NE 5 Court & Frontage Road Submitted into the public ,f record f r it m(s)f 'f on l t) crf- Intersection Int Delay, slveh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations ++ Traffic Vol, vehlh 56 0 0 592 6 0 Future Vol, vehlh 56 0 0 592 6 0 Conflicting Peds, #ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length - 0 - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 61 0 0 643 7 0 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 - 383 61 Stage 1 - 61 Stage 2 - - 322 Critical Hdwy - - - 5.5 4.5 Critical Hdwy Stg 1 - - - 5.43 Critical Hdwy Stg 2 - - 5.83 - Follow-up Hdwy - - 3.519 3.319 Pot Cap-1 Maneuver - 0 0 - 683 1034 Stage 1 0 0 - 961 - Stage 2 0 0 - 708 Platoon blocked, °lc Mov Cap-1 Maneuver - - 683 1034 Mov Cap-2 Maneuver - - - 683 - Stage 1 - - 961 Stage 2 - 708 Approach EB WB NB HCM Control Delay, s 0 0 10.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 683 HCM Lane V/C Rego 0.01 HCM Control Delay (s) 10.3 HCM Lane LQS B HCM 95th %tile Q(veh) 0 Existing AM Peak Hour Synchro 10 Light Report HCM 6th TWSC 104: NE 38 St & NE 6 Avenue Submitted into the publicLV record f r it zn(s) on�r�, P1..yy Intersection lnt Delay, slveh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r 4+ ? Traffic Vol, veh/h 0 0 19 1 521 93 0 C' 0 0 0 52 Future Vol, vehlh 0 0 19 1 521 93 0 0 0 0 0 52 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - Free - Free - - None - - Stop Storage Length - 0 - - 80 - - 0 Veh in Median Storage, # 1 0 0 - 0 Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 22 1 592 106 0 0 0 0 0 59 MajorlMinor Major2 Minor2 Conflicting Flow All 0 0 0 - 296 Stage 1 Stage 2 - - Critical Hdwy 4.14 - - 6.94 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - - Follow-up Hdwy 2.22 - 3.32 Pot Cap-1 Maneuver 0 0 0 700 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - - 0 700 Mov Cap-2 Maneuver - 0 - Stage 1 - - 0 Stage 2 - 0 Approach WB SB HCM Control Delay, s 10.6 HCM LOS 13 Minor Lane/Major Mvmt WBL WBT SBLn1 Capacity (vehlh) - 700 HCM Lane VIC Ratio - - 0.084 HCM Control Delay (s) - - 10.6 HCM Lane LOS B HCM 95th %tile Q(veh) - 0.3 Existing AM Peak Hour Synchro 10 Light Report Timings 101: Biscayne Blvd & NE 38 St Submitted into the pu l on IA record ity Clerk Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Configurations r ti ti Traffic Volume (vph) 332 88 237 19 746 517 1124 Future Volume (vph) 332 88 237 19 746 517 1124 Turn Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Detector Phase 4 4 4 6 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 34.0 34.0 34.0 29.0 29.0 11.0 29.0 Total Split (s) 40.0 40.0 40.0 80.0 80.0 50.0 130,0 Total Split (%) 23.5% 23.5% 23.5% 47.1% 47.1% 29.4% 76.5% 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 0.0 Total Lost Time (s) 6.0 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 None None None C-Max C-Max None C-Max Act Effct Green (s) 29.6 29.6 29.6 74.0 74.0 128.4 128.4 Actuated g1C Ratio 0.17 0.17 0.17 0.44 0.44 0.76 0.76 v/c Ratio 0.78 0.77 0.53 0.12 0.92 1.03 0.47 Control Delay 84.9 83.8 10.1 30.9 51.1 95.0 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.9 83.8 10.1 30.9 51.1 95.0 8.9 LOS F F B C D F A Approach Delay 57.5 50.8 35.6 Approach LOS E D D Intersection Summary Cycle Length: 170 Actuated Cycle Length: 170 Offset: 51 (30%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v!c Ratio: 1.03 Intersection Signal Delay: 45.0 Intersection LOS: D Intersection Capacity Utilization 92.5% ICU Level of Service F Analysis Period (min)15 Splits and Phases: 101: Biscayne Blvd & NE 38 St 1 50s 06 Background AM Peak Hour Synchro 10 Light Report Queues 101: Biscayne Blvd & NE 38 St Submlttcd into thej,ubli rem for item(s) ,r+�� tip, 1 lerk Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 227 230 258 21 1371 562 1255 vlc Ratio 0. /8 0.77 0.53 0.12 0.92 1.03 0.47 Control Delay 84.9 83.8 10.1 30.9 51,1 95.0 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.9 83.8 10.1 30.9 51.1 95.0 8.9 Queue Length 50th (ft) 254 256 0 14 697 -637 266 Queue Length 95th (ft) 356 361 83 36 812 #912 327 Internal Link Dist (ft) 170 558 407 Turn Bay Length (ft) 125 130 290 Base Capacity (vph) 336 344 523 179 1497 547 2662 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vic Ratio 0.68 0.67 0.49 0.12 0.92 1.03 0.47 Intersection Summary Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Background AM Peak Hour Synchro 10 Light Report HCM Signalized Intersection Capacity Analysis 101: Biscayne Blvd & NE 38 St Submitted into the public record or i em(s) City erk Movement Lane Configurations Traffic Volume (vph) Future Volume (vpi) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, pedlbikes Flpb, pedlbikes Frt Flt Protected Satd. Flow (prat) Fit Permitted Satd. Flow (perm) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#Ihr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension Is) Lane Grp Cap (vph) vls Ratio Prot vls Ratio Perm vlc Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group EBL 0 0 1900 `i 1F` EBT EBR 0 0 0 0 1900 1900 0.92 0.92 0.92 0 0 0 0 0 0 0 0 0 t p 4, WBL WBT WBR NBL NBT NBR SBL SBT SBR 4 r 332 88 237 19 746 515 517 332 88 237 19 746 515 517 1900 1900 1900 1900 1900 1900 1900 6.0 6,0 6.0 6.0 6.0 6.0 0.95 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.0 0 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 0.85 1.00 0.94 1.00 0.95 0.97 1.00 0.95 1.00 0.95 1681 1720 1583 1768 3271 1770 0.95 0.97 1.00 0.22 1.00 0.05 1681 1720 1583 413 3271 93 0.92 0.92 0.92 0.92 0,92 0.92 0.92 361 96 258 21 811 560 562 0 0 213 0 73 0 0 227 230 45 21 1298 0 562 1 5 5 Split NA Perm Perrn 4 4 4 6 29,6 29.6 29.6 74.0 29.6 29,6 29.6 74.0 0.17 0.17 0.17 0.44 6.0 6,0 6.0 6.0 4.0 4.0 4.0 1.0 292 299 275 179 c0.14 0.13 0.03 0.05 0.78 0.77 0.16 0.12 67.1 66.9 59.7 28.6 1.00 1.00 1.00 1.00 12.9 11.9 0.4 1.3 80.0 78,9 60,1 29.9 E E E C 0.0 72.4 A E 49,8 1.00 170.0 92.5% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service NA 6 74.0 74.0 0.44 6.0 1.0 1423 0.40 0.91 44.9 1.00 10.4 55,3 E 54.9 D D 18.0 F pm+pt 5 2 128,4 128.4 0.76 6.0 4.0 547 c0.29 c0.48 1.03 54.9 1,00 45.7 100.5 F 1124 1124 1900 6.0 0.95 1.00 1.00 1.00 1.00 3523 1.00 3523 0.92 1222 1 1254 NA 2 128.4 128.4 0.76 6.0 1.0 2660 0.36 0.47 7.9 1.00 0.6 8.5 A 37.0 D 30 30 1900 0.92 33 0 0 1 Background AM Peak Hour Synchro 10 Light Report HCM 6th TWSC 105: NE 5 Court & Frontage Road Submitted into the ubiic recor for i em(s) art Intersection Int Delay, siveh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + ++ ¥ Traffic Vol, vehlh 57 0 0 604 6 0 Future Vol, veh/h 57 0 0 604 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 62 0 0 657 7 0 Major/Minor Majorl Major2 Mnorl Conflicting Flow All 0 - 391 62 Stage 1 - - 62 Stage 2 - - 329 - Critical Hdwy - 5.5 4.5 Critical Hdwy Stg 1 - 5.43 Critical Hdwy Stg 2 - - 5.83 Follow-up Hdwy - - 3.519 3.319 Pot Cap-1 Maneuver 0 0 - 677 1033 Stage 1 0 0 - 960 - Stage 2 0 0 - 702 Platoon blocked, % Mov Cap-1 Maneuver - 677 1033 Mov Cap-2 Maneuver - 677 Stage 1 - - - 960 Stage 2 - - 702 Approach EB WB NB HCM Control Delay. s 0 0 10.4 HCM LOS B Minor LaneJMaj r Mvmt NBLnt EBT WBT Capacity (veh/h) 677 - HCM Lane V/C Ratio 0.01 HCM Control Delay (s) 10.4 HCM Lane LOS 6 HCM 95th %tile Q(veh) 0 - Background AM Peak Hour Synchro 10 Light Report HCM 6th TVVSC 104: NE 38 St & NE 6 Avenue Submitted into the public recor for 'tern(s) on City Cle k Intersection lnt Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r +I' r r Traffic Vol, veh/h 0 0 19 1 532 95 0 0 0 0 0 53 Future Vol, veh/h 0 0 19 1 532 95 0 0 0 0 0 53 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - Free - Free - - None - - Stop Storage Length 0 80 - - 0 Veh in Median Storage, # 1 0 0 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 22 1 605 108 0 0 0 0 0 60 Major/Minor Major2 Minor2 Conflicting Flow All 0 0 0 - 303 Stage 1 - - Stage 2 - Critical Hdwy 4.14 - - 6.94 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.22 - - - 3.32 Pot Cap-1 Maneuver 0 0 0 693 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver 0 693 Mov Cap-2 Maneuver 0 Stage 1 0 Stage 2 - - - 0 Approach WB SB HCM Control Delay, s 10.7 HCM LOS B Minor Lane/Major Mvmt WBL WBT SBLn1 Capacity (vehlh) - 693 HCM Lane V/C Ratio - - 0.087 HCM Control Delay (s) - - 10.7 HCM Lane LOS - B HCM 95th %the Q(veh) - 0.3 Background AM Peak Hour Synchro 10 Light Report Timings 101: Biscayne Blvd & NE 38 St t Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Configurations r` Traffic Volume (vph) 367 102 256 19 746 549 1124 Future Volume (vph) 367 102 256 19 746 549 1124 Turn Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Detector Phase 4 4 4 6 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 34.0 34.0 34.0 29.0 29.0 11,0 29.0 Total Split (s) 40.0 40.0 40.0 80.0 80.0 50.0 130.0 Total Split (%) 23.5% 23.5% 23.5% 47.1% 47.1% 29,4% 76.5% 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 0.0 Total Lost Time (s) 6.0 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 None None None C-Max C-Max None C-Max Act Effct Green (s) 31.2 31.2 3".2 74.0 74.0 126.8 126.8 Actuated g/C Ratio 0.18 0.18 0.18 0.44 0.44 0.75 0.75 vlc Ratio 0.81 0.82 0.54 0.12 0.97 1.13 0.48 Control Delay 86.8 87.1 9.7 30.9 58.9 125.5 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0,0 0.0 Total Delay 86.8 87.1 9.7 30.9 58.9 125.5 9.5 LOS F F A C E F A Approach Delay 59.7 58.5 46.9 Approach LOS E E D Intersection Summary Cycle Length: 170 Actuated Cycle Length: 170 Offset: 51 (30%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated Maximum vlc Ratio. 1.13 intersection Signal Delay: 53.5 Intersection Capac ty Utilization 98.1% Analysis Period (m:n) 15 Spfits and Phases: 101: Biscayne Blvd & NE 38 St Intersection LOS: D ICU Level of Service F 51i6rn tted into the •Ii ieb' n for item(s) t Clerk i c2R: D4 130 s 1 s \05 tc 6 I^., 50s 1 Mao 1 ■ Future AM Peak Hour without Imp Synchro 10 Light Report Queues 101: Biscayne Blvd & NE 38 St Submitted Into the p blic recordd or i em(s) �; A - on ii City Clerk Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 251 259 278 21 1454 597 1255 vic Ratio 0.81 0.82 0.54 0.12 0.97 1.13 0.48 Control Delay 86.8 87.1 9.7 30.9 58.9 125.5 9,5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 86.8 87.1 9.7 30.9 58.9 125.5 9.5 Queue Length 50th (ft) 280 289 0 14 771 -749 284 Queue Length 95tt (ft) 395 407 86 36 #943 #999 327 Internal Link Dist (ft) 170 558 407 Turn Bay Length (ft) 125 130 290 Base Capacity (vph) 336 344 539 179 1498 530 2627 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vlc Ratio 0.75 0.75 0.52 0.12 0.97 1.13 0.48 Intersection Summary - Volume exceeds capacity, queue is theoretically infinite. Queue shown iE maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown iG maximum after two cycles. Future AM Peak Hour without Imp Synchro 10 Light Report HCM Signalized Intersection Capacity Analysis 101: Biscayne Blvd & NE 38 St 4\ i�ilttec into the blic sce6 ti for item(S) r t ti► s r City 4 erk 4/ Movement EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 111 +I r 11 + `T} Traffic Volume (vph) 0 0 0 367 102 256 19 746 592 549 1124 30 Future Volume (vph) 0 0 0 367 102 256 19 746 592 549 1124 30 idea? Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Last time (s) 6,0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0,95 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, pedfblkes 1.00 1.00 1,00 1.00 0.98 1.00 1.00 Flpb, pedfbikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.93 1.00 1.00 Flt Protected 0.95 0.97 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1720 1583 1768 3249 1770 3523 Flt Permitted 0.95 0.97 1.00 0.22 1.00 0.05 1.00 Satd. Flow (perm) 1681 1720 1583 413 3249 93 3523 Peak -hour factor, PHF 0.92 0,92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 0 399 111 278 21 811 643 597 1222 33 RTOR Reduction (vph) 0 0 0 0 0 227 0 84 0 0 1 0 Lane Group Flow (vph) 0 0 0 251 259 51 21 1370 0 597 1254 0 Conti. Peds. (#ihr) 1 5 5 1 Confl. Bikes (#/hr) 1 Turn Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Actuated Green, G (s) 31.2 31.2 31.2 74.0 74.0 126.8 126.8 Effective Green, g (s) 31.2 31.2 31.2 74.0 74.0 126.8 126.8 Actuated g/C Ratio 0.18 0.18 0,18 0.44 0.44 0.75 0.75 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 4.0 4.0 4.0 1.0 1.0 4.0 1.0 Lane Grp Cap (vph) 308 315 290 179 1414 531 2627 Ids Ratio Prot 0.15 c0.15 0.42 c0.31 0.36 v/s Ratio Perm 0.03 0.05 c0.53 v/c Ratio 0.81 0.82 0.18 0.12 0.97 1.12 0.48 Uniform Delay, di 66.6 66.7 58.6 28.6 46.9 55.7 8.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 15.9 16.4 0.4 1.3 17.6 77.9 0.6 Delay (s) 82.5 83.1 59.0 29.9 64.4 133.7 9.1 Level of Service F F E C E F A Approach Delay (s) 0.0 74.4 63.9 49.3 Approach LOS A E E D Intersection Summary HCM 2000 Control Delay 59.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.08 Actuated Cycle Length (s) 170.0 Sum of lost time (s) 18.0 Intersection Capac ty Utilization 98.1% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Future AM Peak Hour without Imp Synchro 10 Light Report Timings 101: Biscayne Blvd & NE 38 St # I Lane Group WBL WBT WBR NBL NBT SBL SBT Submitted into the public record fir it (s) , f on lcrk Lane Configurations )'' I r +To Traffic Volume (vph) 367 102 256 19 746 549 1124 Future Volume (vph) 367 102 256 19 746 549 1124 Turn Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Detector Phase 4 4 4 6 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7,0 7.0 7.0 5.0 7.0 Minimum Split (s) 34.0 34.0 34.0 29.0 29.0 11.0 29.0 Total Split (s) 34.0 34.0 34.0 78.0 78.0 58.0 136.0 Total Split (%) 20.0% 20.0% 20.0% 45.9% 45.9% 34.1% 80.0% 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 0.0 Total Lost Time (s) 6.0 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 None None None C-Max C-Max None C-Max Act Effct Green (s) 26.2 26.2 26.2 72.0 72,0 131.8 131.8 Actuated g1C Ratio 0.15 0,15 0,15 0.42 0.42 0,78 0.78 vlc Ratio 0.75 0.75 0.48 0.12 1.00 0.99 0.46 Control Delay 78,3 78.6 11.8 32.3 65.8 83.4 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.3 78.6 11.8 32.3 65.8 83.4 7.4 LOS E E B C E F A Approach Delay 62.7 65,3 31.9 Approach LOS E E C Intersection Summary Cycle Length: 170 Actuated Cycle Lergth: 170 Offset: 51 (30%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated Maximum vlc Ratio: 1.00 Intersection Signal Delay: 49.8 intersection Capacity Utilization 95.9% Analysis Period (min) 15 Splits and Phases: 101: Biscayne Blvd & NE 38 St Intersection LOS: D ICU Level of Service F c :. 136s t im 134s 58 € ) *7a s I II Future AM Peak Hour + Prop Geo Synchro 10 Light Report Queues 101: Biscayne Blvd & NE 38 St 4- Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Group Plow (vph) 399 203 186 21 1454 597 1255 vie Ratio 075 0.75 0.48 0.12 1.00 0.99 0.46 Control Delay 78.3 78.6 11.8 32.3 65.8 83.4 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.3 78.6 11.8 32.3 65.8 83.4 7,4 Queue Length 50th (ft) 219 205 0 14 790 -651 241 Queue Length 95th (ft) 281 309 78 36 #967 #901 277 internal Link Dist (ft) 176 558 407 Turn Bay Length (ft) 130 290 Base Capacity (vph) 565 289 403 174 1460 603 2732 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback. Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vlc Ratio 0.71 0.70 0.46 0.12 1.00 0.99 0.46 Intersection Summary ublic - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Future AM Peak Hour + Prop Geo Synchro 10 Light Report k FiCM Signalized Intersection Capacity Analysis 101: Biscayne Blvd & NE 38 St Submitted into the ub1ic recor for `tem(s} hs , on City Clerk Movement Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, pedlbikes Flpb, pedlbikes Fri Flt Protected Satd. Flow (prat) Fit Permitted Satd. Flow (perm) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#Ihr) Confl. Bikes (#/hr) Tum Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated giC Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) Ws Ratio Prot vts Ratio Perm vlc Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service EBL EST EBR WBL WBT WBR NBL NRT NBR SBL SBT SBR 0 0 0 367 102 256 19 746 592 549 1124 30 0 0 0 367 102 256 19 746 592 549 1124 30 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 6.0 6.0 6.0 6.0 6.0 6.0 6.0 0.97 0.95 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.85 1.00 0.93 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 3433 1649 1504 1768 3249 1770 3523 0.95 1.00 1.00 0.22 1.00 0.05 1.00 3433 1649 1504 413 3249 96 3523 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0 0 0 399 111 278 21 811 643 597 1222 33 0 0 0 0 18 157 0 84 0 0 1 0 0 0 0 399 185 29 21 1370 0 597 1254 0 Approach Delay (s', 0.0 Approach LOS A Intersection Summary HCM 2000 Control Delay 54.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 170.0 Sum of lost time (s) 18.0 Intersection Capac ty Utilization 95.9% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group 1 5 5 1 1 Split NA Perm Perm NA pm+pt NA 4 4 6 5 2 4 6 2 26.2 26.2 26.2 72.0 72.0 131.8 131.8 26.2 26.2 26.2 72.0 72.0 131.8 131.8 0.15 0.15 0.15 0.42 0.42 0.78 0.78 6.0 6.0 6.0 6.0 6.0 6.0 6.0 4.0 4.0 4.0 1.0 1.0 4.0 1.0 529 254 231 174 1376 604 2731 c0.12 0.11 0.42 c0.31 0.36 0.02 0.05 c0.46 0.75 0.73 0.12 0.12 1.00 0.99 0.46 68.8 68.5 62.0 29.8 48.8 52.8 6.7 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.4 10.7 0.3 1.4 23.2 33.4 0.6 75.2 79.2 62.3 31.2 72.1 86.2 7.2 E E E C E F A 73.2 71.5 32.7 E E C Future AM Peak Hour + Prop Geo Synchro 10 Light Report HCM Unsignalized Intersection Capacity Analysis 103: NE 5 Court & Frontage Road Movement EBT EBR WEL WBT NBL NBR Submitted into the ubtic recor for i em(s �J t?:e 'en Cityjerk Lane Configurations 411tt Traffic Volume (veh/h) 0 166 8 672 0 0 Future Volume (Vehlh) 0 166 8 672 0 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 180 9 730 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 392 pX, platoon unblocked vC, conflicting volume 180 200 0 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 180 200 0 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 100 100 cM capacity (vehlh) 1393 764 1084 Direction, Lane # ES 1 WB 1 WB 2 WB 3 WB 4 Volume Total 180 113 209 209 209 Volume Left 0 9 0 0 0 Volume Right 180 0 0 0 0 cSH 1700 1393 1700 1700 1700 Volume to Capacity 0.11 0.01 0.12 0.12 0.12 Queue Length 95th (ft) 0 0 0 0 0 Control Delay (s) 0.0 0.7 0.0 0.0 0.0 Lane LOS A Approach Delay (s) 0.0 0.1 Approach LOS Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 26.8°/e ICU Level of Service A Analysis Period (min) 15 Future AM Peak Hour + Prop Geo Synchro 10 Light Report HCM 6th TWSC 104: NE 38 St & NE 6 Avenue Submitted into the recor for 'tem(s) on 1� �• rl 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' + r r Traffic Vol, vehJh 0 0 0 0 539 95 74 0 0 0 0 53 Future Vol, vehJh 0 0 0 0 539 95 74 0 0 0 0 53 Conflicting Peds, #rhr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - Stop - - None - - Stop Storage Length - - 80 - 0 Veh in Median Storage, # 1 0 0 0 Grade, % - 0 - 0 - 0 - - 0 Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 613 108 84 0 0 0 0 60 Major/Minor Major2 Minorl Minor2 Conflicting Flow All 0 245 - - - 307 Stage 1 - 0 - - Stage 2 - - 245 - - - Critical Hdwy - 5.5 - - 5 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - - - 6.74 Follow-up Hdwy - - 3.82 - - 3.92 Pot Cap-1 Maneuver 0 - 736 0 0 0 0 705 Stage 1 0 0 0 0 0 Stage 2 0 - 676 0 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - - 673 - - 705 Mov Cap-2 Maneuver - - 673 Stage 1 - - Stage 2 - - - 618 - Approach HCM Control Delay, s HCM LOS WB NB SB 0 11.1 10.6 B B Minor Lane/Major Mvmt NBLn1 WBT WBR SBLn1 Capacity (veh/h) 673 - - 705 HCM Lane WC Ratio 0.125 - 0.085 HCM Control Delay (s) 11.1 - 10.6 HCM Lane LOS B - B HCM 95th %tile Q(veh) 0.4 - 0.3 Future AM Peak Hour + Prop Geo Synchro 10 Light Report Timings 101: Biscayne Blvd & NE 38 St Submitted into the ubiic ec rdfo[rr"e (r Tie 1 1► Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Configurations 11 4 F +I vl ti Traffic Volume (vph) 449 165 219 44 897 330 904 Future Volume (vph) 449 165 219 44 897 330 904 Turn Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Detector Phase 4 4 4 6 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 34.0 34.0 34.0 29.0 29.0 11.0 29.0 Total Split (s) 49.0 49.0 49.0 102.0 102.0 39.0 141.0 Total Split (%) 25.8% 25.8% 25.8% 53.7% 53.7% 20.5% 74.2% Yellow Time (s) 4,0 4.0 L.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 0.0 Total Lost Time (s) 6.0 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 None None None C-Max C-Max None C-Max Act Effct Green (s) 41.0 41.0 41.0 99.1 99.1 137.0 137.0 Actuated g/C Ratio 0.22 0.22 0.22 0.52 0.52 0.72 0.72 v!c Ratio 0.89 0.87 0.47 0.17 0.80 0.92 0.41 Control Delay 97.5 94.6 16.1 27.5 40.5 79.2 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 97.5 94.6 16.1 27.5 40,5 79.2 11.1 LOS F F B C D E B Approach Delay 75.0 40.1 28.3 Approach LOS E D C Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 147 (77%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Maximum vie Ratio: 0.92 Intersection Signal Delay: 44.0 Intersection Capacity Utilization 95.6% Analysis Period (min) 15 Splits and Phases: 101: Biscayne Blvd & NE 38 St Intersection LOS: D ICU Level of Service F Existing PM Peak Hour Synchro 10 Light Report Queues Submitted into the p blic f / 101: Biscayne Blvd & NE 38 St record or i em(s) -II- -' `� on �i Clr f Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 322 325 231 46 1398 347 1030 vlc Ratio 0.89 0.87 0.47 0.17 0.80 0.92 0,41 Control Delay 97.5 94.6 16.1 27.5 40.5 79.2 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 97.5 94.6 16.1 27,5 40.5 79.2 11.1 Queue Length 50th (ft) 410 412 40 31 743 325 258 Queue Length 95th (ft) #584 #580 130 63 844 #517 297 Internal Link Dist (ft) 170 558 407 Turn Bay Length (ft) 125 130 290 Base Capacity (vph) 380 391 506 269 1750 388 2519 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vic Ratio 0.85 0.83 0.46 0.17 0.80 0.89 0.41 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer, Queue shown is maximum after two cycles. Existing PM Peak Hour Synchro 10 Light Report HCM Signalized intersection Capacity Analysis 101: Biscayne Blvd & NE 38 St Movement Lane Configurations Traffic Volume (vph) 0 0 0 Future Volume (vph) 0 0 0 ideal Flow (vphpl) 1900 1900 1900 Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Peak -hour factor, PHF 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 RTOR Reduction (vph) 0 0 0 Lane Group Flow (vph) 0 0 0 Confl. Peds. (#Ihr) 1 Canfl. Bikes (#/hr) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g(C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot vfs Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) 0.0 Approach LOS A Submitted into the public rccorrd}for i em(s) A 4)2. on . IN 1 � cite CIerk 1 -- 4\ EBL EST EBR WBL WBT WBR NBL 449 449 1900 6.0 0.95 1.00 1.00 1.00 0.95 1681 0.95 1681 0.95 473 r 165 219 44 165 219 44 1900 1900 1900 6.0 6.0 6.0 0,95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 0,85 1.00 0.98 1.00 0.95 1729 1583 1763 0.98 1.00 0.28 1729 1583 516 0.95 0.95 0.95 174 231 46 0 0 150 0 322 325 81 46 1 4 Split NA Perm Perm NA 4 4 6 41.0 41.0 0.22 6.0 4.0 362 c0.19 0.89 72.3 1.00 22.8 95.1 F 41.0 41.0 0.22 6.0 4.0 373 0.19 0.87 72.0 1.00 19.9 91.8 F 85.2 F 4 41.0 41.0 0.22 6.0 4.0 341 6 99.2 99.2 0.52 6.0 1.0 269 0.05 0.09 0.24 0.17 61,6 23.8 1.00 1.00 0.5 1.4 62.1 25.2 E C t 4/ NBT NBR SBL SBT SBR 897 431 330 904 74 897 431 330 904 74 1900 1900 1900 1900 1900 6.0 6.0 6.0 0.95 1.00 0.95 0.98 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.99 1.00 0.95 1.00 3299 1770 3489 1.00 0.08 1.00 3299 144 3489 0.95 0.95 0.95 0.95 0.95 944 454 347 952 78 30 0 0 3 0 1368 0 347 1027 0 10 10 4 2 1 pm+pt NA 5 2 2 99.2 137.0 137.0 99.2 137.0 137.0 0.52 0.72 0.72 6.0 6.0 6.0 1.0 4.0 1.0 1722 375 2515 0.41 c0.15 0.29 c0.51 0.79 0.93 0.41 37.1 57.2 10.5 1.00 1.00 1.00 3,9 28.6 0.5 41.0 85.7 11.0 D F B 40.5 29.8 D Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 47.1 0,93 190.0 95.6% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service 18.0 F Existing PM Peak Hour Synchro 10 Light Report HCM 2010 TWSC 105: NE 5 Ct & Frontage Road Submitted into the p btic record f r it m(s) on ) - i . CityC erk Intersection Int Delay, slveh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations *1 Traffic Vol, vehlh 27 0 0 809 32 2 Future Vol, vehlh 27 0 0 809 32 2 Conflicting Peds, #fhr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length - - 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 29 0 0 879 35 2 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 - 469 29 Stage 1 - 29 Stage 2 440 - Critical Hdwy 6.63 6.23 Critical Hdwy Stg 1 5.43 Critical Hdwy Stg 2 - 5.83 - Follow-up Hdwy - - - - 3.519 3.319 Pot Cap-1 Maneuver 0 0 - 538 1045 Stage 1 0 0 - 993 - Stage 2 0 0 - 617 Platoon blocked, °I° Mov Cap-1 Maneuver - - 538 1045 Mov Cap-2 Maneuver - 538 - Stage 1 - - 993 Stage 2 - - - - 617 - Approach EB WB NB HCM Control Delay, s 0 0 12 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (vehlh) 554 - HCM Lane V/C Ratio 0.067 HCM Control Delay (s) 12 - HCM Lane LOS B HCM 95th %tile Q(veh) 0.2 Existing PM Peak Hour Synchro 10 Light Report HCM 2010 TWSC 104: NE 38 St & NE 6 Avenue Stthmitted into the public record for am(s) sr7ar -� i ,t Y7 s n ty Ct� Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r .it it Traffic Vol, vehlh 0 0 19 5 684 388 0 0 0 0 0 31 Future Vol, vehfh 0 0 19 5 684 388 0 0 0 0 0 31 Conflicting Peds. #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - Free - - Free - - None - - Stop Storage Length 0 - 80 - - 0 Veh in Median Storage, # 2031616 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 0 0 21 6 760 431 0 0 0 0 0 34 Major/Minor Major2 Minor2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 Approach HCM Control Delay, s HCM LOS 0 0 0 4.14 - 380 - 6.94 2.22 - - 3.32 0 0 0 618 0 0 0 0 0 0 WB SB 11.2 B 0 618 0 0 0 Minor Lane/Major Mvmt WBL WBT SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %the Q(veh) - - 618 - 0.056 - 11.2 - - B - 0.2 Existing PM Peak Hour Synchro 10 Light Report Timings 101: Biscayne Blvd & NE 38 St C 4\ t Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Configurations 1 r ' + ' T Traffic Volume (vph) 458 168 224 45 915 336 923 Future Volume (vph) 458 168 224 45 915 336 923 Turn Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Detector Phase 4 4 4 6 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 34.0 34.0 34.0 29.0 29.0 11.0 29.0 Total Split (s) 49.0 49.0 49.0 102.0 102.0 39.0 141.0 Total Split (%) 25.8%0 25.8% 25.8% 53.7% 53.7% 20.5%0 74.2% 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 0.0 Total Lost Time (s) 6.0 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 None None None C-Max C-Max None C-Max Act Effct Green (s) 41.3 41.3 41.3 98.2 98.2 136,7 136.7 Actuated g!C Ratio 0.22 0.22 0.22 0.52 0.52 0.72 0,72 vie Ratio 0.88 0.89 0.48 0.18 0.82 0.95 0.42 Control Delay 96.8 97.7 17.5 27.8 42.3 87.6 11.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 96.8 97.7 17.5 27.8 42.3 87.6 11.3 LOS F F B C D F B Approach Delay 76.2 41.8 30.5 Approach LOS E D C Intersection Summary Cycle Length: 190 Actuated Cycle Length: 190 Offset: 147 (77%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Maximum v!c Ratio: 0.95 Intersection Signal Delay: 45.8 Intersection Capacity Utilization 97.1% Analysis Period (min) 15 Splits and Phases: 101: Biscayne Blvd & NE 38 St Intersection LOS: D ICU Level of Service F Submitted into the 'ubiic record _-or i on 141 s I 49 s I li 'sg.05 j t_1 39 s r 102 s I Background PM Peak Hour Synchro 10 Light Report Queues 101: Biscayne Blvd & NE 38 St Submitted into the public recordfor i em(s) R.. City ter 4- Lane Group WBL WBT WBR NBL NBT 5BL SBT Lane Group Flow (vph) 323 336 236 47 1425 354 1052 vic Ratio 0.88 0.89 0.48 0.18 0.82 0.95 0.42 Control Delay 96,8 97,7 17.5 27.8 42.3 87.6 11.3 Queue Delay 0.0 0,0 0.0 0.0 0.0 0.0 0.0 Total Delay 96.8 97.7 17.5 27.8 42.3 87.6 11.3 Queue Length 50th (ft) 412 430 47 32 770 350 266 Queue Length 95th (ft) #589 #610 139 63 874 #561 306 Internal Link Dist (ft) 170 558 407 Turn Bay Length (ft) 125 130 290 Base Capacity (vph) 380 391 504 261 1733 378 2514 Starvation Cap Reductn 0 0 0 0 0 0 0 spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced vlc Ratio 0.85 0.86 0.47 0.18 0.82 0.94 0.42 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Background PM Peak Hour Synchro 10 Light Report HCM Signalized Intersection Capacity Analysis 101: Biscayne Blvd & NE 38 St Submitted into the pu record 'or it �n(s) on J _* -p { 4- � 4\ t City CIerket.qt Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r vi 114 vl 11 Traffic Volume (vph) 0 0 0 458 168 224 45 915 439 336 923 76 Future Volume (vph) 0 0 0 458 168 224 45 915 439 336 923 76 Ideal Flow (vphp1) 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 0.95 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, pedlbikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, pedlbikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1,00 0.95 1.00 0.99 Flt Protected 0.95 0.98 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1681 1729 1583 1763 3300 1770 3489 FltPermitted 0.95 0.98 1.00 0.27 1.00 0.07 1.00 Satd. Flow (perm) 1681 1729 1583 505 3300 129 3489 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj, Flow (vph) 0 0 0 482 177 236 47 963 462 354 972 80 RTOR Reduction (vph) 0 0 0 0 0 148 0 29 0 0 3 0 Lane Group Flow (vph) 0 0 0 323 336 88 47 1396 0 354 1049 0 Confl. Peds. (#/hr) 1 1 4 10 10 4 Conti. Bikes (#1hr) 2 1 Turn Type Split NA Perm Perrn NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Actuated Green, G (s) 41.3 41,3 41.3 98.2 98.2 136.7 136.7 Effective Green, g (s) 41.3 41.3 41.3 98.2 98.2 136.7 136.7 Actuated g/C Ratio 0.22 0.22 0.22 0.52 0.52 0.72 0.72 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 4.0 4.0 4.0 1.0 1.0 4.0 1.0 Lane Grp Cap (vph) 365 375 344 261 1705 373 2510 vis Ratio Prot 0.19 c0.19 0.42 c0.16 0.30 vis Ratio Perm 0.06 0.09 c0.52 v!c Ratio 0.88 0.90 0.26 0.18 0.82 0.95 0.42 Uniform Delay, di 72.0 72.3 61.6 24.5 38.4 60.1 10.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 22.1 23.3 0.5 1.5 4.5 33.5 0.5 Delay (s) 94.2 95.6 62.2 26.0 42.9 93.6 11.2 Level of Service F F E C D F B Approach Delay (s) 0.0 86.3 42.4 32.0 Approach LOS A F D C Intersection Summary HCM 2000 Control Delay 48.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.95 Actuated Cycle Length (s) 190.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 97."°la ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Background PM Peak Hour Synchro 10 Light Report HCM 2010 TWSC 105: NE 5 Ct & Frontage Road Submitted into the public record for em(s) -A- CJ City CI_rk Intersection Int Delay, siveh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + ++ ¥ Traffic Vol, veh/h 27 0 0 825 33 2 Future Vol, veh/h 27 0 0 825 33 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Charinelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 29 0 0 897 36 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 0 - 478 29 - 29 - 449 - 6.63 6.23 - 5.43 - 5.83 - 3.519 3.319 0 0 - 531 1045 0 0 - 993 0 0 - 611 531 1045 - 531 - 993 611 Approach EB WB NB HCM Control Delay, s 0 0 12.1 HCM LOS Minor Lane/Major Mvnit NBLn1 EBT WBT Capacity (vehih) 546 - HCM Lane V!C Ratio 0.07 HCM Control Delay (s) 12.1 HCM Lane LOS B HCM 95th °/stile Q(veh) 0.2 Background PM Peak Hour Synchro 10 Light Report HCM 2010 TWSC 104: NE 38 St & NE 6 Avenue Submitted into the public rec rrf for it m{s} ; I 3 on I [ ( . ` City CI r Intersection Int Delay, s/veh 0,5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r 4+ , r Traffic Vol, vehlh 0 0 19 5 698 396 0 0 0 0 0 32 Future Vol, veh/h 0 0 19 5 698 396 0 0 0 0 0 32 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized Free - - Free - - Nore - - Stop Storage Length 0 80 - - 0 Veh in Median Storage, # 2097152 0 - 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, °A 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 21 6 776 440 0 0 0 0 0 36 Major/Minor Major2 Minor2 Conflicting Flow All 0 0 0 - - 388 Stage 1 - Stage 2 - - Critical Hdwy 4.14 - - 6.94 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 Follow-up Hdwy 2.22 - - - 3.32 Pot Cap-1 Maneuver 0 0 0 611 Stage 1 0 0 0 Stage 2 - 0 0 0 Platoon blocked, % - Mov Cap-1 Maneuver - - 0 611 Mov Cap-2 Maneuver - 0 Stage 1 0 - Stage 2 - - - 0 - Approach WB SB HCM Control Delay, s 11.3 HCM LOS B Minor Lane/Major Mvmt WBL WBT SBLn1 Capacity (veh/h) - 611 HCM Lane V/C Ratio - 0,058 HCM Control Delay (s) - - 11.3 HCM Lane LOS - - B HCM 95th °Mile Q(veh) - 0.2 Background PM Peak Hour Synchro 10 Light Report HCM Signalized Intersection Capacity Analysis 101: Biscayne Blvd & NE 38 St Submitted into the public recur for 'tern(s) n City CI rk Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations li 4 fi 'I +I `T Traffic Volume (vph) 0 0 0 535 200 267 45 915 508 365 923 76 Future Volume (vph) 0 0 0 535 200 267 45 915 508 365 923 76 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 0.95 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, pedfbikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Fipb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.95 1.00 0.99 Flt Protected 0.95 0.98 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prat) 1681 1730 1583 1763 3276 1770 3489 Flt Permitted 0.95 0.98 1.00 0.27 1.00 0.05 1.00 Satd. Flow (perm) 1681 1730 1583 505 3276 91 3489 Peak -hour factor, PHF 0.95 0,95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 563 211 281 47 963 535 364 972 80 RTOR Reduction (vph) 0 0 0 0 0 150 0 40 0 0 3 0 Lane Group Flow (vph) 0 0 0 383 391 131 47 1458 0 364 1049 0 Confl. Peds. (#lhr) 1 1 4 10 10 4 Confl. Bikes (#Ihr) 2 1 Turn Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Actuated Green, G (s) 43.0 43.0 43.0 96,0 96.0 135.0 135.0 Effective Green, g (s) 43.0 43.0 43.0 96.0 96.0 135.0 135.0 Actuated gfC Ratio 0,23 0.23 0.23 0.51 0.51 0.71 0.71 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 4.0 4.0 4.0 1.0 1.0 4.0 1.0 Lane Grp Cap (vph) 380 391 358 255 1655 356 2479 vis Ratio Prot c0.23 0.23 0.45 c0.19 0.30 vis Ratio Perm 0.08 0.09 c0.58 vie Ratio 1.01 1.00 0.37 0.18 0.88 1.08 0.42 Uniform Delay, d1 73.5 73.5 62.0 25.6 41.9 66.7 11.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 48.2 45.5 0.9 1.6 7.1 70.3 0.5 Delay (s) 121.7 119.0 62.9 27.2 49.0 137.0 11.9 Level of Service F F E C D F B Approach Delay (s) 0.0 105.0 48.3 45.4 Approach LOS A F D D Intersection Summary HCM 2000 Control Delay 62.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.08 Actuated Cycle Length (s) 190.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 103.95'o ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group Future PM Peak Hour Without imp Synchro 10 Light Report Submitted into the public Timings recort for ern(s) 01: Bisca ne Bfvd & NE 38 St on k Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Configurations r '11 ' ; 114 Traffic Volume (vph) 535 200 267 45 915 365 923 Future Volume (vph) 535 200 267 45 915 365 923 Tum Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Detector Phase 4 4 4 6 6 5 2 Switch Phase Minimum Initial (s) 7.0 7,0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 34.0 34.0 34.0 29.0 29.0 11.0 29.0 Total Split (s) 42.0 42.0 42.0 100.0 100.0 48.0 148.0 Total Split (%) 22.1°10 22.1% 22.1% 52.6% 52.6% 25.3% 77.9% 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 0.0 Total Lost Time (s) 6.0 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 None None None C-Max C-Max None C-Max Act Effct Green (s) 35.6 35.6 35.6 96.9 96.9 142.4 142.4 Actuated gfC Ratio 0.19 0.19 0.19 0.51 0.51 0.75 0.75 vfc Ratio 0.88 0.80 0.49 0.18 0.88 0.92 0.40 Control Delay 90.3 90.7 10.6 28.8 46.5 84.4 9.0 Queue Delay 0.0 0,0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.3 90.7 10.6 28.8 46.5 84.4 9.0 LOS F F B C D F A Approach Delay 73.0 46.0 29.1 Approach LOS E D C Intersection Summary Cycle Length: 190 Actuated Cycle Length; 190 Offset: 147 (77%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 110 Control Type: Actuated -Coordinated Maximum vlc Ratio: 0.92 Intersection Signal Delay: 47.0 Intersection Capac ty Utilization 93.1% Analysis Period (min)15 Splits and Phases: 101: Biscayne Blvd & NE 38 St Intersection LOS: D ICU Level of Service F C_ fR." ' 146s 1 $42s I (D'5 tD6 :;77t, is I ®rots I , Future PM Peak Hour + Prop Geo Synchro 10 Light Report Queues 101: Biscayne Blvd & NE 38 St tsbmitted into the p I crrird cr i tm(.) t #On Lane Group WBL WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 563 262 230 47 1498 384 1052 vlc Ratio 0.88 0.80 0.49 0.18 0.88 0.92 0.40 Control Delay 90.3 90.7 10.6 28.8 46.5 84.4 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.3 90.7 10.6 28.8 46.5 84.4 9.0 Queue Length 50th (ft) 356 326 0 32 857 400 228 Queue Length 95th (ft) #445 #469 89 65 973 #584 262 Internal Link Dist (ft) 170 558 407 Turn Bay Length (ft) 130 290 Base Capacity (vph) 650 330 471 257 1708 441 2619 Starvation Cap Rec uctn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v!c Ratio 0.87 0.79 0.49 0.18 0.88 0.87 0.40 Intersection Summary k CafLLfr k # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Future PM Peak Hour + Prop Geo Synchro 10 Light Report ,- HCM Signalized Intersection Capacity Analysis Submitted into the p iic record or ite 1 D1: Biscayne Blvd & NE 38 St cn City Cl rk Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations /' I r +1 '1 t Traffic Volume (vph) 0 0 0 535 200 267 45 915 508 365 923 76 Future Volume (vph) 0 0 0 535 200 267 45 915 508 365 923 76 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 0.97 0.95 0.95 1.00 0.95 1.00 0.95 Frpb, peel/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, pedlbikes 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Fri 1.00 0.97 0.85 1.00 0.95 1.00 0.99 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd, Flow (prat) 3433 1718 1504 1763 3276 1770 3489 Flt Permitted 0.95 1.00 1.00 0.27 1.00 0.05 1,00 Satd. Flow (perm) 3433 1716 1504 505 3276 95 3489 _ Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 0 0 563 211 281 47 963 535 384 972 80 RTOR Reduction (vph) 0 0 0 0 5 187 0 39 0 0 3 0 Lane Group Flow (vph) 0 0 0 563 257 43 47 1459 0 384 1049 0 Conti. Peds. (#ihr) 1 1 4 10 10 4 Conti. Bikes (#]hr) 2 1 Turn Type Split NA Perm Perm NA pm+pt NA Protected Phases 4 4 6 5 2 Permitted Phases 4 6 2 Actuated Green, G (s) 35.6 35.6 35,6 96,9 96.9 142.4 142,4 Effective Green, g (s) 35.6 35.6 35.6 96.9 96.9 142.4 142.4 Actuated g!C Ratio 0.19 0.19 0.19 0.51 0.51 0.75 0.75 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 4.0 4.0 4.0 1.0 1.0 4.0 1.0 Lane Grp Cap (vph) 643 321 281 257 1670 419 2614 vls Ratio Prot c0.16 0.15 0.45 c0.19 0.30 vls Ratio Perm 0.03 0.09 c0.49 vie Ratio 0.88 0.80 0.15 0.18 0.87 0.92 0.40 Uniform Delay, di 75,0 73.8 64.6 25.2 41.1 62.5 8.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.1 14.0 0.3 1.6 6.7 24.8 0.5 Delay (s) 88.1 87.9 64.9 26.7 47.8 87.4 9.0 Level of Service F F ECD F A Approach Delay (s) 0.0 83.0 47.2 29.9 Approach LOS A F D C Intersection Summary HCM 2000 Control Delay 50.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.92 Actuated Cycle Length (s) 190.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 93.1% ICU Level of Service F Analysis Period (min) 15 e Critical Lane Group Future PM Peak Hour + Prop Geo Synchro 10 Light Report HCM Unsignalized Intersection Capacity Analysis 103: NE 5 Ct & Frontage Road 4\ P Submitted into the He record for items)" on604 City ,jerk Movement EBT EBR WBL WBT NBL NBR Lane Configurations 4111 Traffic Volume (vehlh) 0 125 11 977 0 0 Future Volume (Veh/h) 0 125 11 977 0 0 Sign Control Free Free Stop Grade 0°l0 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 136 12 1062 0 0 Pedestrians Lane Width (ft) Walking Speed (ftis) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 477 pX, platoon unblocked vC, conflicting volume 136 290 0 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 136 290 0 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free °l0 99 100 100 cM capacity (vehlh)) 1446 672 1084 Direction, Lane # EB 1 WB 1 WB 2 WB 3 WB 4 Volume Total 136 164 303 303 303 Volume Left 0 12 0 0 0 Volume Right 136 0 0 0 0 cSH 1700 1446 1700 1700 1700 Volume to Capacity 0.08 0.01 0.18 0.18 0.18 Queue Length 95th (ft) 0 1 0 0 0 Control Delay (s) 0.0 0.6 0.0 0.0 0,0 Lane LOS A Approach Delay (s 0.0 0.1 Approach LOS Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 28.7% ICU Level of Service A Analysis Period (min) 15 Future PM Peak Hour + Prop Geo Synch ro 10 Light Report HCM 6th TWSC 104: NE 38 St & NE 6 Avenue Submitted into the p record or 1 m(s) on 7— Paq City Clerk Intersection Int Delay, slveh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ++1, r vl r Traffic Vol, vehlh 0 0 0 0 704 396 185 0 0 0 0 32 Future Vol, veh/h 0 0 0 0 704 396 185 0 0 0 0 32 Conflicting Peds, Or 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - Free - - None - - Stop Storage Length - - - - 80 0 - 0 Veh in Median Storage, # 1 - 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 0 0 0 0 782 440 206 0 0 0 0 36 Ma}vr}Minor Major2 Minorl Minor2 Conflicting Flow All - 0 313 - - - 391 Stage 1 - 0 - Stage 2 - 313 - - - - Critical Hdwy 5.5 - 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 - 6.74 Follow-up Hdwy - - 3.82 - - 3.92 Pot Cap-1 Maneuver 0 0 687 0 0 0 0 655 Stage 1 0 0 0 0 0 0 Stage 2 0 0 616 0 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - - 650 - - - 655 Mov Cap-2 Maneuver - 650 Stage 1 Stage 2 583 Approach WB NB SB HCM Control Delay, s 0 13.1 10.8 HCM LOS B 8 Minor Lane/Major Mvmt NBLn1 WBT SBLn1 Capacity (veh/h) 650 - 655 HCM Lane WC Ratio 0.316 - 0.054 HCM Control Delay (s) 13.1 - 10.8 HCM Lane LOS B - B HCM 95th %tile Q(veh) 1.4 - 0.2 Future PM Peak Hour + Prop Geo Synchro 10 Light Report