Loading...
HomeMy WebLinkAboutTraffic Impact AnalysisFROM TRANSPORT AN1LYS I S FAX NO. : 3t1559g97 E' c. 22 2004 t 8:4.,AM P5 1121/2004 13:13 FAX. • • URS December 21, 2004 FIRS Ms. LIlia 1. Medina, A1CP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2nd Avenue (10th Floor) Miami, Florida 33130 Re: Biscayne Condo Mi1SP Sufficient Letter _ W.OE # 81 U1002/009 Dear Ms. Medina: Subsequent to our October 25, 2004 review comments for the subject project, we have received a formal response from Transport Analysis Professionals, Inc. (TAP) on December 7th 2004. A copy of the response letter is attached herewith. We have reviewed the response letter, A total of eight out of our nine original comments have been adequately addressed. Please note that, in response to our fourth comment related to maneuvering of the delivery vehicles, TAP indicates that the project architect would address this issue as this project progresses through the review process. We conclude that the traffic impact report is sufficient but as this project progresses through the review process, the applicant must submit an acceptable site circulation plan and approved by the City staff. Should you have any questions, please call Quazi Masood or me at 954.738.1881. Sincere UR Rai S ar►mug Senio Traffic l=n Attachment on: Mr. Kevin Watford, Planner 1, City of Miami Mr. Richard P. 1ichinger -TAP outhern URs Cr,rporatIon t.akeahoru Ccanp]x r100 NW gird Avehua, `rulte 150 Fort 1atrde,dala, FL 33309-6375 Tel: 454.739.1881 Fax: 9s4_739.1759 • • • ji/3 TRANSPORT ANALYSIS PROFESSIONALS, INC. 8701 S.W. 137th AVENUE • SUITE 210 • MIAMI, FL 33183-4498 • TEL 305/385-0777 • FAX 305/385-9997 FAX & MAIL December 7, 2004 Mr. Raj Shanmugam, P.E. Director of Traffic Engineering URS Consultants, Inc. 5100 NW 33rd Avenue, Suite 155 Fort Lauderdale, Florida 33309 Attn: Erin A Degutis, ASLA, AICP RE: Biscayne Condos Traffic Study Comment Response Dear Mr. Shaun.€rlugarn: This letter is in response to your October 25, 2004 memo by Ms. Erin Degutis regarding your review of the TAP's October 2004 traffic study. Our comments are posted here in the same order in which they are stated in the attached €.ne€no. 1. Table 2 has been. revised to reflect 1,640 trips for the northbound through traffic on Biscayne Boulevard at NE 28`I' Street. This change did not affect the analysis of the intersection. A revised Table 2 is attached. Often tines a change in a development occurs after we have started our analysis of the project. When we get started early in the process, we ask the developer to err on the high side if the exact size of various uses have not been finalized. As long as the change in size is smaller and our analysis is of a larger size, there should no be a problem. 3. The internal capture rate was conservatively estimated at 50% of PM peak hour trips. This has been generally accepted for similar projects that have retail in a mixed use residential area. The retail uses are usually meant to be neighborhood -serving businesses and not meant to attract trips from long distances. This concept is good for reducing rather than increasing primary trips and should be encouraged whenever possible. 4. The architect for the project should address the turning radius issue 5. FDOT's peak season adjustment tables only bring the data to average annual daily traffic (AADT). To obtain a peak season, peak week adjustment, it is necessary to divide the data collection week by the peak week of the year. For example, the data were collected between 08/31 /04 - 09/06/04 and has a correction factor of 1.02. The peak week of 2003 occurred 02/09/03 - 02/15/03 with a factor of 0.98. Hence, 1.02/0.98 = 1.0408 or a factor of 4.1%, which we used. Therefore, we recommend no changes to the peak season factor, which is used in the analysis. Planning • Design and Engineering • Accident Reconstruction • State of Florida EB 3766 • • • Mr. Raj Shanmugam, P.E. December 7, 2004 Page 2 The date at the top on Table 2 has no influence to any other numbers in the table and has been deleted. The new table is attached as stated in comment No. 1, above. 7. There was a spreadsheet error that caused the percentage for passengers per hour to be displayed incorrectly. Tables 4 and 5 have been revised correctly and are attached. S. The decline of seats was in error and has been revised. See attached Tables 4 and 5. 9. The LOS for the westbound movement is not satisfactory; hence we recommend that the developer implement a TCM plan as stated on page 15 of the report. There is no available ROW of way on which to improve or widen the roadway. Existing area development is built - out to the ROW. We respectfully request your confirmation of this information in your review process. I hope this addresses all your concerns and if you need additional clarification, please contact me at your convenience. Sincerely, TRANSPORT ANALYSIS PROFESSIONALS, INC. RPE/ja14736 Enclosures cc: Lilia Medina Rogelio Corvo Gilberto Pastoriza, Esq. Richard P. Eichinger Senior Traffic Engineer 10/26/2004 11:40 FAX URS U 002/002 URS • Date: October 25, 2004 To: [...ilia Medina, A1CP From: Erin A. Degutis, ASLA, A!C Subject: Biscayne Condo Preliminary Traffic Impact Study Preliminary Review Comments Memorandum • cc: • 1. Table 2, the through traffic at Biscayne Boulevard and NE 28th Street should be 1640 trips (page 3). 2. The square footage of office is higher in the report (page 5) than the plan set, The development program in the reduced plan set in Appendix H does not match the report or plan set. 3. The report states that the internal capture for retail is 50%. Please indicate if this is for PM Peak Hour/Adjacent Street Traffic or Daily. The ITE Trip Generation Handbook (page 87) cites 53°/n and 38°/a, respectively. 4. Please provide the turning radius information for the service bay. Would the trucks back in from Biscayne Boulevard or approach from NE 27th Avenue. It appears that there is not enough room for trucks to make a turning movement into the service bay since the alley is 15' wide and trucks may have to encroach onto property out of the right-of-way to make the turning movement. 5. The traffic data was increased by 4.1%, but the Peak Season Correction Factor in the table shows 1.03, (Page 6) 6. Table 2, column 1 (PM peak volume) — The date at the top of the column and the date for the data collected for each street do not match: December 2002 v. August 2004/ September 2004. (Page 10) 7. Table 4, Metrobus Route 32 calculations: The data provided states that 18 passengers per hour (assuming 12 busses per hour), how does this account for 100% ridership? Please expand on the Ridership calculation. 8. Table 5 —The data provided shows a decline in the number of seats between 2004 and 2007. Please discuss the decline. 9. The conclusion of the report states that the westbound movement at Biscayne Boulevard and NE 28th Street will not operate within acceptable level of service conditions in build -out year 2007. Thedicatcs that -the -intersection Richard Bollinger, P.E., Transport Analysis Professionals, Inc. File 10/26/2004 11:40 FAX URS fj 001/002 • • Date: October 26, 2004 To: Lilla I. Medina, AICP Firm: The City of Miami Facsimile: 305-416.1019 Subject: Preliminary Comments — Biscayne Condo Message: Lilia, Facsimile Page 1 of: Two (2) From: Erin A. Degutis, ASLA, Al cc: Richard Eichinger, P.E., TAP File URS reviewed the aforementioned project and we have generated preliminary comments for your review. Please let me know if I can provide additional information or assistance. Best regards, Erin A. Degutis, ASLA, AICP URS Corporation Lakeshore Complex 5100 NW 33`d Avenue, Suite 150 Fort Lauderdale, Florida 33309-6375 Tei: 954.739.1881 Fax: 954.739.1789 www.urscorp.com CONFIDENTIALITY NOTICE The information in this facsimile transmission Is intended solely for the stated recipient of this transmission. If you have received this fax in error, please notify he sender immediately by telephone, if you are not the Intended recipient, please be advised that dissemination, distribution, or copying of the information contained in this fax is strictly prohibited. TABLE 2 TRAFFIC VOLUME AT US 1 INTERSECTION STUDY LOCATIONS • YEAR 2007 YEAR YEAR BACKGROUND 2007 2007 SEASONAL GROWTH WITHOUT WITH BISCAYNE BOULEVARD PM PEAK INCREASE SEASONAL INCREASE COM SITE SITE TOTAL INTERSECTION AND APPROACH VOLUME VOLUME VOLUME' VOLUME2 DEV3 SUBTOTAL VOLUME VOLUME NE 27th Street (8/31/04) EB LEFT 7 0 7 0 0 8 0 8 EB THRU 2 0 2 0 0 2 0 2 EB RIGHT 21 1 22 1 0 23 0 23 W B LEFT 4 0 4 0 0 4 0 4 WBTHRU 3 0 3 0 0 3 0 3 WB RIGHT 17 1 18 1 0 18 0 18 NB LEFT 8 0 8 0 0 9 0 9 NB THRU 1372 56 1428 43 152 1623 16 1639 NB RIGHT 14 1 15 0 ❑ 15 0 15 SB LEFT 30 1 31 1 0 32 0 32 SB THRU 1031 42 1073 32 143 1248 13 1261 SB RIGHT 13 1 14 0 0 14 0 14 NE 28th Street (9/01/04) EB LEFT 12 0 12 0 0 13 0 13 EB THRU 1 0 1 0 0 1 0 1 EB RIGHT 45 2 47 1 0 48 0 48 W B LEFT 6 0 6 0 0 6 13 19 WBTHRU 0 0 0 0 0 0 0 0 WB RIGHT 8 0 8 0 0 9 11 20 NB LEFT 22 1 23 1 0 24 0 24 NB THRU 1640 67 1707 51 152 1910 0 1910 NB RIGHT 11 0 11 0 0 12 16 28 SB LEFT 11 0 11 0 0 12 11 23 SB THRU 1044 43 1087 33 143 1262 0 1262 SB RIGHT 16 1 17 0 0 17 0 17 NE 29th Street (9/07/04) EB LEFT 57 2 59 2 6 67 0 67 EB THRU 38 2 40 1 0 41 0 41 EB RIGHT 20 1 21 1 7 28 4 32 W B LEFT 61 3 64 2 0 65 0 65 WBTHRU 48 2 50 1 255 306 0 306 WB RIGHT 18 1 19 1 3 22 0 22 NB LEFT 89 4 93 3 4 99 4 103 NB THRU 1281 53 1334 40 144 1518 7 1525 NB RIGHT 47 2 49 1 0 50 0 50 SB LEFT 24 1 25 1 0 26 0 26 SB THRU 939 38 977 29 144 1151 7 1158 SB RIGHT 86 4 90 3 0 92 0 92 SITE DRIVEWAY ALONG NE 28TH STREET EB THRU 35 1 36 1 0 38 0 38 EB RIGHT 0 0 0 0 0 0 27 27 �WB THRU 15 1 16 0 0 16 0 16 NB LEFT 0 0 0 0 0 0 24 24 1 A seasonal factor of 4.1 % is used to increase existing volume to peak season oondttions 2 An annualized growth !actor of 1.0% is used to increase traffic to year 2007 conditions 3 Committed Development - See Appendix for committed development worksheet. 10 • • • TABLE 4 YEAR 2004 (EXISTING PEAK SEASON) CORRIDOR ANALYSIS Arterial 1 Corridor Name ROADWAY MODE ROADWAY PER TRIP ROADWAY 2003 I ROADWAY CAPACITY ROADWAY VOLUME PER. TRIP ROADWAY TYPE-1 VEHICULAR HI CAPACITY' @PPV= VEHICULAR Q9rPPV= EXCESS PERSON _ _Y 1.6 VOLUME"' PER . 1.4 TRIP TRIP_., Notes (1) 2) _..�.__.. �....�..._ (4 _._ 5 Biscayne Boulevard 7W,Oz. J�VAY VOLUME Adopted Allowable E+20 (3,270) ROADWAY PER. TRIP 3.2705,232 2,518 3,525 0.67 Metrobus Routes 3,t6,32,36 & 95 -> Metrobus Route 62 --> Metrobus Route T -> Total -> NE/NW 28th Street TWO-WAY VOE.UME Adopted 1.480 2.368 L Allowable E.20 278 381 1,967 0.16 (1,480 vp� Metrobus Route 32 -� iseayrle Boulevard NE/NW 29th Street Discs no Boulevard NEJNW 29th Street LOS TABLE" LOS TABLE" FOOT LOS Table Volumes FDOT LOS Table Volumes 0.16 C 0.00 C 0 390 B ? r*a a.16 C 0.62 C C 2.470 C T 870 0.16 C 0.62 C D 3,110 D I 1.390 0.16 C 0.62 C E 3,270 E j 1,480 0.16 G 0.62 C 0.16 C __. 0.62.. ......Cm. 0.78 .,.._.. 0.94 D ....,..,_._. 0.63 73 0.94 0 0.95 E 0.95 E 1.00 E 1.00 E MASS TRANSIT ODE LOCAL BUS EXPRESS ...._..._.....___t..._..._,_.._....m_..T_.... PER TR€P(RER, € RAIL TRAN TRIP 0 LOAD = TOTAL TRANSIT CAPACITY 6 LOAD = TOTAL I TRANSIT TRANSIT TRANSITj, PERSON PER. TR]P CAPACITY 6 LOAD 7T6 CA#'ACITY/CAPACITY L.0AD ') PERSON_L TRIP TRIP 1 EXCESS DESIGN DESIGN DESIGN DESIGN VOLUME CAPACITY (8) (9) (10) (11) (12) (13) 505 0 I 0 505 309 196 7 WT AVG AVG HEADWAY SEATS RIDERSHIP DESIGN ' PAX PERCENT BOTH PER PAX LOAD DIRECTION VEIL PER HOUR FACTOR CAPACITY RIDERSHIP 7.5 --� 5 43 . 43 175 14 150_009 150.00%..,_,_, 516 57% 774 .._._..,.5% # 0 39 120 150.00 % 35 I 39 % 7.50 42 309 1 150_0010 j 505 100% II 516 0 ] 0 516 18 'I 498 WTAVG I AVG HEADWAY SEATS IRIDERSHIP DESIGN I PAX l PERCENT CAPACITYIRIDERSHIP BOTH 1 PER j PAX LOAD DIRECTION VEH 1PER HOUR FACTOR 7.5 ._._ i..._ 430 18 150.00% L_...5,16.__.........,_ 3% • Volume is from the year 2002 FDOT LOS tables £xlsiing volume adjusted to peak season CORRIDOR TOTALS CORRIDOR ! CORRIDOR i CORRIDOR PERSONi_ CORPR100i7Imm PERSON PERSON TRIP PERSON . TRIP I TRIP EXCESS TRIP CAPACITY l VOLUME CAPACITY E VEC (14) (35) (16) (17) LOS I 5,737 , 3,634 1,903 AUTO PERSON TRIPS =f 3,525 91.9% TRANSIT PEASON TRIPS a 309 li 8.1 % TOTAL PERSON TRIPS = 3 834 I 300.0% 2,884 399 2,485 1 0,14 AUTO PERSON TRIPS 3.81 95.5% TRAlISir PERSONTRIPs 18 4.5% TOTAL PERSON TRIPS = 399 100.0% Biscayne Condos Transport Analysis Professionals, inc. 1N 4736 • • • TABLE 5 FUTURE YEAR (2007) PEAK SEASON CORRIDOR ANALYSIS with GROWTH, COMMITTED DEVELOPMENT AND SITE TRAFFIC Artertat ! Corridor Name ROADWAY MODE Notes ROADWAY ', ROADWAY PER. TRIP PER TRIP 2007 3 ROADWAY `: CAPACITY CORR VEHICULART @PPV= TYPE i CAPACITY' (7) ! f2) 1.6 3 ROADWAYI ROADWAY VOLUME PER. TRIP j ROADWAY! VEHICULAR gPPV= EXCESS PERSON VOLUME" I 1.4 PER. TRIP) TRIP 4) ( (5) (6) ( (7 LO Biscayne Boulevard TWO-WAY VOLUME Adopted LS i 3,270 Allowable 1 E+20 (3,270) iri.. 5,232 2,674 3,744 1,488 0,72 Metrobos Routes 3,16,32,36 & 95 —> Metrobos Route 62 —> Metrobus Route 62 —> Total —> µEINW 29th Street TWO-WAY VOLUME Adopted LS I 1,460 2,368 Allowable E+20 (1,460 vph) 297 416 t 1,952 0.18 Metrobos Route 32 Biscayne Gab 0.16 0.16 0-16 0.16 0.78 094 1.00 ou vard C C NE/NW 29th SVeel 0.00 C 0.62 0.62 C Biscayne B C D E Boulevard 390 2,470 3,110 3,270 NE/NW 29th Street B ale C 870 D 1,390 E 1,460 0.62 0,62 0.63 0.94 fl 95 1.00 MASS TRANSIT MODE LOCAL BUST PER. TRIP EXPRESS j RAIL TRAN PER. TRIP I PER. TRIP TOTAL TOTAL TRANSIT TRANSIT 1 PERSON TRANSIT CAPACITY CAPACITY i CAPACITY CAPACITY @ LOAD = PERSON TRIP EXCESS e LOAD = 9 LOAD -I 1 LOAD = TRIP DESIGN DESIGN DESIGN DESIGN VOLUME CAPACITY 18) 9) (10) (11) (12) 7 (.13) 0,._._.._I 0 505 505 327 17B I WT AVG E AVG HEADWAY SEATS IRIDERSHIP DESIGN PAX PERCENT BOTH PER I PAX LOAD DIRECTIONS VEH I PER HOUR FACTOR CAPACITY RIDERSHIP 7-5 43 i 153 150.00% 150.0015 150,00% 516 56% 5 43 14 774 4% 39% 10 1 39 126 351 7.5 42 € 327 i 150.00% 505 100% r 516 0 0 516 24 492 .--._......__.._....___ ............. WTAVGAVG IRIDERSHIP HEADWAY I SEATS DESIGN LOAD FACTOR PAX r PERCENT BOTH DIRECTIONS' } PER r PAX VON I PER HOUR CAPACITY RIDERSHIP 75,_..,. ( 43.0 24 15000%,_.,_..516„_-..J__ 5% _l FACTORS:1 2003-2007 Ann, G;�1 r (comp) = Note: Seasonely Adjusted Base from Table 4 PROJECT VOLUME ASS GNED Transit Corridor! Direction Pro' Auto Trigs Person Tn. Biscayne Corridor _- Inbound (NB) 27 2 Outbound {SB) 27 3 0406 E/NW 291h Street Inbound (ES) Outbound (WB) CORRIDOR TOTALS CORRIDOR CORRIDOR CORRIDORPERSON iCOR5I0OR; _„ PPERSONPERSON ; TRIP PERSON TRIP EJCCES TRIP .._...,_... S-.� TRIW CAPACITY VOLUME i CAPACITY .LI -. VIC (14) (15}* t 116}......_�#71._._i._._LOS..... 5,737 4,071 3 1,666 l 0.71 AUTO PERSON TRIPS =1 3,744 I 92.0% TRANSIT PERSON TRIPS =1 327 8 0% "OTAL PERSON TRIPS =I 4,071 I 100.0N 2,884440 i 2,444 I 0.15 AUTO PERSON TRIPS j 416 j 94.5% TRANsrf PERSON TRIPS w 1 24 I 5.5% TOTAL PERSON TRIPS =! 440 I 100.0% VOtume is from the year 2002 MOT LOS tables LOS A & B not possible under assumptions - other vie cutoffs use MOT LOS lab€e ratios Existing volume adjusted to peak season Transport Analysis Professionals, Inc. Al 4736 Biscayne Condos • • • BISCAYNE CONDOS RESIDENTIAL DEVELOPMENT 2751 BISCAYNE BOULEVARD MIAMI, FLORIDA. MUS.P TRAFFIC IMPACT ANLAYSIS Prepared for Borges & Associates 1201 Brickell Avenue, Suite 800 Miami, Florida 33131 (305) 374-9216 Prepared by Transport Analysis Professionals, Inc. E.B. No. 3766 8701 SW 137111 Avenue, Suite 210 Miami, Florida 33183 October 2004 4736 • • BISCAYNE CONDOS RESIDENTIAL DEVELOPMENT 2751 BISCAYNE BOULEVARD MIAMI, FLORIDA MUSP TRAFFIC IMPACT ANALYSIS TABLE OF CONTENTS INTRODUCTION 1 EXISTING CONDITIONS 1 TRIP GENERATION 5 TRANSIT USE 5 SITE ACCESS 6 TRIP DISTRIBUTION 6 PEAK SEASON TRAFFIC ADJUSTMENTS 6 FUTURE BACKGROUND TRAFFIC 6 STUDY AREA & COMMITTED DEVELOPMENT 8 PLANNED ROADWAY IMPROVEMENTS 8 LEVEL OF SERVICE 8 PERSON TRIP CAPACITY 12 TRANSPORTATION CONTROL MEASURES PLAN 15 CONCLUSION 15 TABLES Table 1 — Daily, AM & PM Peak Hour Site Traffic Volume 5 Table IA — Adjusted Peak Hour Site Traffic Volume 6 Table 2 -- PM Peak Hour Traffic Volumes 10 Table 3 — Levels of Service 11 Table 4 Person Trip Corridor Analysis 13 Table 5 — Year 2006 Person Trip Corridor Analysis 14 FIGURES Figure 1 — General Location 2 Figure 2 - Existing PM Peak Hour Traffic at Study Locations 3 Figure 3 Lane Use Geometry 4 Figure 4 -- Site Only Traffic 7 Figure 5 — Study Area 9 APPENDIX Appendix A — Traffic Volume Data & Geometry Appendix B — Capacity Analyses & Traffic Signal Timing Data Appendix C ITE Trip Generation Appendix D --- FDOT Seasonal Factors Appendix E — Bus Schedules Appendix F — FDOT LOS Tables & MUATS Information Appendix G Committed Development Worksheets & Data Appendix H — Reduced Site Plan BISCAYNE CONDOS RESIDENTIAL DEVELOPMENT 2751 BISCAYNE BOULEVARD MIAMI, FLORIDA MUSP TRAFFIC IMPACT ANALYSIS INTRODUCTION This report summarizes the impact of traffic from a proposed multi -story residential condominium (with a minor retail and office component) to be located at 2751 Biscayne Boulevard in Miami, Florida. Figure 1 depicts the site's general location. The methodology used for assessing traffic impacts of the condominium development was discussed in advance with staff of the City of Miami Department of Planning and the City's traffic consultant. The following locations were chosen to evaluate the proposed development's traffic impact for the more active PM peak period: Arterial Analysis - Biscayne Boulevard - NE 29th Street Intersection Analysis - NE 27`h Street & Biscayne Boulevard - NE 28th Street & Biscayne Boulevard - NE 29`h Street & Biscayne Boulevard EXISTING CONDITIONS Intersection turning movement volumes were recorded between 4:00-6:00 PM on a typical workday in late August and early September 2004. Figure 2 depicts existing PM peak hour volume at the three existing study intersections and Figure 3 illustrates intersection lane geometry. • -: DELOR E.: W42NDST , �`�rlYyia4d'Petk; NW 24TH ST ..r�u z:- NW 23RD ST cam=' a NW 22ND T Street Atlas USA® 2004 N 38TH ST 3. Tf; a.a y ,.r,> wr..+^W..._''�....—�-rt� L ITS NE 35TH } NE 35TH NE,34TH S ,. u NON Hr57 33RD ST. © 2003 DeLorme. Street Atlas USA® 2004. www.detorme.cam NW 39TH,ST.... NE 29TH SF NW 26Tt1ST Z. fiVJ 25T}i,ST, ft 25TH ST NW 24TH ST NE 24TH ST NW23RDS 22ND ST NE 33RD ST, If NE 32ND ST 1!1 31ST ST # r E A p III I; NE3THST r cr.);..; N29TFt Si Z E, NE 28TH S1 NE 23RD ST rv.zsT! s NE 25TH TER � NE 24TH NE255T5T s :., 7 NE21STST NE 20T11 TERc NE 19TH. TER 9i GENERAL LOCATION MAP TN Biscayne Condos 22ND TER Data Zoom 14-2 57 -J 38 --.► 20 v m 41) (0 0 7 -id 2 .•_. -- 21 -mm-)i TRAFFIC SIGNAL NE E 29th Street 6 - r NE 28th Street o 17 (-I NE 27th Street SITE Dead End --� bead End --3 N.T.S. „0E TRANSPORT ANALYSIS PROFESS{ONAL$ Existing Traffic Volume Figure 2 3 TRAFFIC SIGNAL NE 29th Street Dead End • NE 28th Street 1 NE 27th Street SITE Dead End N.T.S. 411 OW Or * FNANSP012Tr1NN.Y53S PROFESSIONALS Lane Use Geometry Figure 3 4 • • • TRIP GENERATION Traffic generation by the proposed development is estimated using equations in the seventh edition of the Institute of Transportation Engineers' (ITE's) Trip Generation Report. The proposed land uses are 305-condominium units and 1 1,400 sf of retail at street level. Table I depicts both AM and PM street peak hour generation. The afternoon traffic is considerably higher and consistent with general traffic patterns in most of Miami -Dade County. Therefore, analyses will continue using the higher PM peak hour values. Land Uses Table 1 Capiro Towers AM & PM Peak Hour Unadjusted Traffic Volume ITE AM Peak PM Peak LU Code In Out Total In Out Total Condominiums 94-units 230 6 26 32 23 13 36 Retail 2,500 sf 814 0 0 0 3 4 7 Office 5,310 sf 710 7 1 8 1 7 8 Totals 13 27 40 27 24 51 Internal capture for retail is estimated at 50%. The retail use is considered to be ancillary to the residential use. There is no convenient parking for the retail use. Users of the retail will need to park at metered spaces along Biscayne Boulevard, on side streets or in the garage along the first floor. Nearby residents can walk to the site. The office use was not reduced for pass -by or internal trips. TRANSIT USE Transit use by residents is estimated at 10% (for the residential and office uses only). This value, may be conservative, but is generally acceptable by city staff. Table lA depicts the proposed site's net PM peak hour driveway trips after the 10% reduction of transit use. • • • Use Unadjusted PM Peak Hour In Out Total Table 1A Transit Reduced Trips In Out Total Adj usted Net New Trips h7 Out Total Residential 23 13 Office 1 7 Retail 3 4 Totals 27 24 SITE ACCESS 36 -2 -2 8 -0 -1 7 -0 -0 51 -2 - 3 21 12 33 -1 1 6 7 -0 3 4 7 - 4 25 22 47 The proposed site will have one, two-way drive for direct access to garage parking, which is located along NE 28th Street. See site plan for access details. TRIP DISTRIBUTION The Miami -Dade County Public Works Department was contacted to obtain the cardinal distribution data set as published in the latest MUATS travel model validation runs for TAZ 501 to determine directional trip making characteristics of area traffic. The following information was used as a guide to distribute site traffic: North/northeast — 12.96% East/northeast — 5.08% East/southeast — 4.78% South/southeast — 12.35% North/northwest — 14.64% West/northwest 14.56% West/southwest — 23.32% South/southwest — 12.31% Figure 4 depicts the estimated volume of site only traffic on local roadways. PEAK SEASON TRAFFIC ADJUSTMENTS Using FDOT's 2003 seasonal factors for North Miami -Dade County, traffic volume data collected were increased by 4.1% to reflect a peak season condition. (FDOT peak season factors are in the appendix.) FUTURE BACKGROUND TRAFFIC The site development is estimated to be completed and the project capable of being fully occupied in 2007. The FDOT count station nearest to the site, was researched to obtain a growth factor. The location is as follows: - Station #5058 -- Biscayne Boulevard North of NE 29th Street A three-year average annualized growth at the station indicates a slight decrease in growth, however to remain conservative, a one (1%) growth will be used. 6 TRAFFIC S GNAL 4 1 L NE 29th Street Dead End ---3 �11 13 27 NE 28th Street 1 I NE 27th Street SITE Dead End -3 N.T.S. 1 TRANSPORT ANPLY$IS moresSIONKS PM Peak Hour Site Only Traffic Figure 4 • • • STUDY AREA AND COMMITTED DEVELOPMENT As directed by the City's traffic consultant, a study area of one-half mile radius was used to determine traffic impacts in the area, Figure 5 depicts the study area and the committed development, which are included in the analysis of traffic in this study. PLANNED ROADWAY IMPROVEMENTS Research of the latest Transportation Improvements Program and the Long Range Transportation Plan revealed no significant improvements to the immediate area. LEVEL OF SERVICE Intersection level of service (LOS) analyses were performed at the off -site intersections, intersections in close proximity and the site driveway along NE 28`1i Street using software that supports the current Highway Capacity Manual (HCS). Arterial analysis were performed using the city's adopted Transportation Corridors analysis. The analyses were performed to .measure impacts at each location with and without the project. Table 2 depicts PM peak seasonally adjusted existing traffic, year 2007 background traffic growth (without project) and year 2007 with proposed site traffic. Table 3 depicts the LOS and delay at the locations under study. N NTS iami Avenue 0 00 NE 2nd Avenue 0 YS) SITE Id Town North • id Town South • id Town It • vent Towers • nyx (Biscayne Bay) • osabella Lofts 7°5ky Residences °Star Lofts (Bay 25) °Platinum Condominium 10 allery Art 0 0 r6} m 0 0 P4 NE 35th eet NE 34th Street NE 33rd Street NE 32nd Street NE 31st Street NE 30th Street NE 29th Street NE 28th Street NE 27th Street NE 26th Terrace NE 26th Street NE 25th Street NE 24th Street NE 23rd Street NE 22nd Street NE list Street Committed Development TRANSPORT ANALYSIS PROFESSIONALS Figure 5 9 TABLE 2 TRAFFIC VOLUME AT US 1 INTERSECTION STUDY LOCATIONS • YEAR 2007 YEAR YEAR BACKGROUND 2007 2007 12/04/02 SEASONAL GROWTH WITHOUT WITH BISCAYNE BOULEVARD PM PEAK INCREASE SEASONAL INCREASE COM SITE SITE TOTAL INTERSECTION AND APPROACH VOLUME VOLUME VOLUME' VOLUME DEV3 SUBTOTAL VOLUME VOLUME NE 27th Street (8/31/04) EB LEFT 7 0 7 0 0 8 0 8 EB THRU 2 0 2 0 0 2 0 2 EB RIGHT 21 1 22 1 0 23 _._. 0 23 WB LEFT 4 0 4 0 0 4 0 4 WB THRU 3 0 3 0 0 3 0 3 WB RIGHT 17 1 18 1 0 18 0 18 NB LEFT 8 0 8 0 0 9 0 9 NB THRU 1372 56 1428 43 152 1623 16 1639 NB RIGHT 14 1 15 0 0 15 0 15 SB LEFT 30 1 31 1 0 32 0 32 SB THRU 1031 42 1073 32 143 1248 13 1261 SB RIGHT 13 1 14 0 0 14 0 14 NE 281h Street (9/01/04) EB LEFT 12 0 12 0 0 13 0 13 EB THRU 1 0 1 0 0 1 0 1 EB RIGHT 45 2, 47 1 0 48 0 48 WB LEFT 6 0 6 0 0 6 13 19 W B THRU 0 0 0 0 0 0 0 0 WB RIGHT 8 0 8 0 0 9 11 20 NB LEFT 22 1 23 1 0 24 0 24 NB THRU 1640 67 1707 51 152 1910 0 1910 NB RIGHT 11 0 11 0 0 12 16 28 SB LEFT 11 0 11 0 0 12 11 23 SB THRU 1044 43 1087 33 143 1262 0 1262 SB RIGHT 16 1 17 0 0 17 0 17 NE 291h Street (9/07/04) EB LEFT 57 2 59 2 6 67 0 67 EB THRU 38 2 40 1 0 41 0 41 EB RIGHT 20 1 21 1 7 28 4 32 WB LEFT 61 3 64 2 0 65 0 65 WB THRU 48 2 50 1 255 306 0 306 WB RIGHT 18 1 19 1 3 22 0 22 NO LEFT 89 4 93 3 4 99 4 103 NB THRU 1281 53 1334 40 144 1518 7 1525 NB RIGHT 47 2 49 1 0 50 0 50 SO LEFT 24 1 25 1 0 26 0 26� SB THRU 939 38 977 29 144 1151 7 1158 SB RIGHT 86 4 90 3 0 92 0 92 SITE DRIVEWAY ALONG NE 28TH STREET EB THRU 35 1 36 1 0 38 0 38 EB RIGHT 0 0 0 0 0 0 27 27 WO THRU 15 1 16 0 0 16 0 16 NB LEFT 0 0 0 0 0 0 24 24 1 A seasonal factor of 4.1 la is used to increase existing volume 10 peak season conditions 2 An annualized growth factor of 1.0% is used to increase traffic to year 2007 conditions 3 Committed Development - See Appendix for committed development worksheet. 10 • • • TABLE 3 LEVEL OF SERVICE (LOS) AT STUDY LOCATIONS INTERSECTION AND APPROACH EXISITNG 2007 2007 PEAK WITHOUT WITH SEASON SITE SITE LOS LOS LOS BISCAYNE BOULEVARD & NE 29th STREET* EB LEFT, THRU & RIGHT C D D WB LEFT, THRU & RIGHT C E E NB LEFT B C C NB THRU & RIGHT B B B SB LEFT B B B SB THRU & RIGHT B B B INTERSECTION LOS C B C C BISCAYNE BOULEVARD & NE 28th STREET EB LEFT, THRU & RIGHT WB LEFT, THRU & RIGHT NB LEFT D E E E F F B B B SB LEFT C C C BISCAYNE BOULEVARD & NE 27th STREET EB LEFT, THRU & RIGHT D E E WB LEFT, THRU & RIGHT D E E NB LEFT B B B SB LEFT B C C NE 28th STREET & SITE DRIVEWAY WO LEFT N/A N/A A NB LEFT & RIGHT N/A N/A A * With Modified Signal Timing 11 • • • PERSON TRIP CAPACITY The City of Miami Planning Department has adopted a methodology for assessing proposed site impacts called the "Transportation Corridor Analysis". The analysis is discussed in detail in a document called: Transportation Corridors adopted February 1989 and is included in the January 2003 Transportation Element of the Miami Comprehensive Neighborhood Plan. To summarily define a corridor analysis, the following is text obtained from the Transportation Corridor Publication: ... "this concept is based upon a new method for measuring passenger transportation levels of service (LOS) wherein the fundamental measure of travel is the person -trip, not the vehicle; and the Transportation Corridor analysis is the sum of two or more modes of person -trip travel, instead of the vehicular capacity of a roadway. Traffic volume counts were take in mid -September along Biscayne Boulevard and NE 29th Street to determine daily and peak period volumes on these arterials. As previously shown in Table 2, the existing 2004 peak season volume is shown in Table 4. Table 5 depicts future year 2007 conditions at full build -out and occupancy as well as local bus activity. Table 5 shows that in year 2007 with project traffic included, the combined person - trip capacity for automobiles and transit (bus) is above the trip demand during the PM peak hour. Note: This section of Miami does not fall within the Miami Downtown DRI. matrix. All transit information including route schedules are in the appendix. 12 • • • TABLE 4 YEAR 2004 (EXISTING PEAK SEASON) CORRIDOR ANALYSIS ROADWAY MODE Arterial l Corridor Name (Notes Biscayne Boulevard TWO-WAY VOLUME ROADWAY) I ROADWAY I I PER. TRIP PER. TRIP E ROADWAY l 1 2003 ROADWAY CAPACITY I ROADWAY I VOLUME PER. TRIP J ROADWAY: CORR VEHICULARgPPV= 1 VEHICULAR] OPPV= EXCESS I PERSON i TYPE C.APACiTY' 1.6 VOLUME" I 1.4 PER. TRIP I TRIP I (1)} (31 (4)_7 5 6 - 7 i LOS Adopted 3,270 Allowable I E*20 5,232 2.518 3.525 1,707 0.67 MASS TRANSIT MODE LOCAL BUS! EXPRESS ; RAIL TRAN TOTAL `: TOTAL I TRANSIT PER. TRIP l PER. TRIP PER. TRIP TRANSIT I TRANSIT j PERSON CAPACITY i CAPACITY CAPACITY CAPACITYI PERSON TRIP 8 } {9} I @ LOAD - i LOAD = f TRIP EXCESS DESIGN S GN I DEIGN '€ DESLIN DESIGN VOiUME CAPACITY I. ((1...__. .l i 505 0 I 0 505 309 196 II (3,270) Metrobus Routes 3,16,32,16 & 96 ---> Metrobus Route 62 -•--> Metrobus Route T —> Total] -•-a NEMW 29th Street TWO-WAY VOLUME Adopted Allowable E*20_, (1,480 vph) 480 2,3E8 278 1 381 1,987 ! 0.16 Metrobus Route 32 ---? PAX ;PERCENT DIRECTIONS VEH IPER HOUR] FACTOR CAPAC€TY RIDERSHIP 7.5 43 1 175 1 156.00% 516 57% 5 43 14 150.00% 774 55c, 10 39 • 120 -150,0075 . 351 39% WT AVG I AVG HEADWAY SEATS iRIDERSHIP: DESIGN BOTH PER PAX I LOAD 7.50 42 j 309 150,0075 ! 505 100% CORRIDOR TOTALS CORRIDOR I CORRSDOR I CORRIDOR PERSON I CORRIDOR'. PERSON PERSON I TRIP PERSON....'... TRIP TRIP i EXCESS TRIP CAPACITY ' VOLUME I CAPACITY V/C (14) I (15) _ (16) (17) LDS 5,737 I 3,83A 1.903 0,67 0 AUTO PERSON TRIPS =1 3,525 TRANSIT PERSON IRIS'S =[ 309 TOTAL PERSON TRIPS 3,834 91.9% 8.1% 100,0% 518 0 0 I 516 18 498 HEADWAY BOTH DIRECTIONSI 7,5 I NIT AVG AVG SEATS RIDERSHIP DESIGN i PER PAX LOAD I PAX PERCENT VEH 'i PER HOUR FACTOR I CAPACITY iRiCERSHIP 43.0 18 150.00% I 516 100% 9iscare Boulevard LOS TABLE" 0,16 C 0.16 C 0.16 C 0.16 C 0.16 C 0.16 C NEINW 29th Street LOS TABLE- 0 06 C 0.62 C 0.52 C 0.62 C 0.62 G 062 C 0.78 0.94 0.95 1 00 0.63 0,94 095 E 1,00 E Biscayne Boulevard NEJNW 291.1 Street EDOT LOS Table Volumes FOOT LOS Table Vo€umes 8 390 B i rrla " Volume is from the year 2002 FOOT LOS tables C l 2,470 C I 879 "" Existing volume adjusted to peak season D 3,110 D i 1,390 E 3.27E E 1,480 2,884 399 j 2,485 , 0.14 AUTO PERSON TRIPS =I 381 L 95.5 % TRANSIT PERSON TRIPS =i 18 1 45% TOTAL PERSON TRIPS =? 399 100.9 I i i Biscayne Condos Transport Analysis Professionals, inc. JN 4736 • • • TABLE 5 FUTURE YEAR (2007) PEAK SEASON CORRIDOR ANALYSIS with GROWTH, COMMITTED DEVELOPMENT AND SITE TRAFFIC Arterial ! Corridor Name Biscayne Boulevard TWO-WAY VOLUME ROADWAY MODE i -- , ROADWAY! I ROADWAY I 1 PER. TRIP i I PER. TRIP : ROADWAY[ 2007 } ROADWAY ? CAPACITY ROADWAY VOLUME PER TRIP i ROADWAY CORR VEHICULAR I gPPV= VEHICULAR OPPV= EXCESS 1 PERSON I TYPE CAPACITY' 1 1.6 VOLUME- i 1.4 PER. TRIP 1 TRIP Notes 1 2 I 3 (4) (5) 7 (6.) r (7) LOS t I + I Adopted LS 3,270 5,232 2,674 I 3,744 1,488 0.72 Allowable ; E+20 I (3,270) Metrobus Routes 3,16,32,36 & 95 -> Metrobus Route 62 -5 Metrobus Route 62 ----> Total -> NE/NW 29th Street TWO-WAY VOLUME Adopted Allowable LS 1 1,490 2,368 297 416 1,952 I 0,18 E+20 .(1_480 vph) Metrobus Route 32 -> Biscayne Boulevard Biscayne Condos 0.00 0.16 0.16 0.16 0.16 0.16 0.70 0,94 0.95 1.00 C c C E NE1NW 29th Street 0.00 0.62 0.62 062 0.62 0.62 0,63 0,94 0,95 1.00 C C C C C c D iscayne Boulevard 5 C 0 E 390 2,470 3,110 3,270 NEJNW 29th Street B C R1a 870 1,390 1.400 RANSIT MODE OCAL BUS EXPRESS !RAIL TRAN I TOTAL TOTAL TRANSIT PER. TRIP PER, TRIP; PER, TRIP'I TRANSIT TRANSIT PERSON CAPACITY CAPACITY! CAPACITY', CAPACITY E PERSON TRIP g LOAD = Fp LOAD = * LOAD = ! g LOAD = i TRIP EXCESS DESIGN DESIGN DESIGN I. DESIGN € VOLUME CAPACITY (8) (91 (10) (11 1 (12) 13) 1 505 0 0 505 327 178 WT AVG I AVG HEADWAY SEATS "IRIDERSHIPI DESIGN BOTH PER PAX i LOAD j PAX PERCENT DIRECTIONS VEH PER HOUR! FACTOR CAPACITY RIOERSHIP 7.5 43 183 f 150,904E 150.00% 150 00% i 516 5E % 5 43 14 774 4% 10 39 126 351 ' 39% 7.5 42 i 327 150.0015 1 505 100% L 456 0 I 0 466 24 432 WT AVG I AVG HEADWAYt SEATS "RIDERSHIP DESIGN BOTH PER I. PAX LOAD 1 PAX PERCENT DIRECTIONS VEH PER HOUR; FACTOR I CAPACITY RIDERSHIP 7.5 38,0I 24 i 150.9015 1 45€ 100 FACTORS: I 2003-2007 Ann. Grg1%tyr (comp) = 1.0406 Note: Seasonaly Austell Base from Table PROJECT VOLUME ASSIGNED Transit Corridor / Direction Pro; Auto Trips Person Trips 8iseayne Corridor Inbound (NB) 27 2 Outbound (5B) 27 3 NEINW 29th Street Inbound (EB} 4 1 Outbound (WB} 4 1 4 CORRIDOR TOTALS I CORRIDOR:. CORRIDOR. CORRIDOR r PERSON '11 CORR€DOR PERSON - PERSON ? TRIP PERSON -- TRIPTRIP ', EXCESS ry TRIP CAPACITY , VOLUME 1 CAPACITY I WC 41 1151 I i161mm-Ti f17! L05 5,737 i 4,071 1,666 0,71 AUTO PERSON TRIPS =i 3,7A4 52.0% TRANSIT PERSON TRIPS xj 327 I 6.0% TOTAL PERSON TRIPS =1 4,071 100.011 2,624 440 I 2.384 0. C AUTO PERSON TRIPS =i 416 34.5% TRANSIT PERSON TRIPS : i 24 I 5, 5% TOTAL PERSON TRIPS =' 440 I. 103.0% € Volume is from the year 2002 FOOT LOS tables LOS A 8 B not possible under assumptions - other vlc Cutoffs use FOOT LOS table ratos Existing volume adjusted to peak season Transport Analysis Professionals, tnc. JN 4736 • • TRANSPORTATION CONTROL MEASURES PLAN The City of Miami requires that developments requiring a MUSP process explain how the developer plans to reduce the proposed site's traffic impact on adjacent roadways and nearby intersections. The developer intends to include a bicycle storage area, which may reduce vehicular (automobiles) use of the site by residents. Other traffic reduction measures will reduce primary trip making, too. Some suggested measures are listed, but no limited to, as follows: Encourage shared ridership (van pooling). Post mass transit schedules in public areas. CONCLUSION Except for the westbound movement at the intersection of Biscayne Boulevard and NE 28th Street, all roadways and intersections studied will operate within acceptable level of service conditions with site traffic in build -out year 2007. The developer is strongly encouraged to be proactive with implementing a traffic controls measure plan, as discussed above. • APPENDICIES • • • • • APPENDIX A TKAFFIC VOLUME DATA GEOMETRY • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 File Name : 47361313/ 271'M Site Codc : 47363077 Start Date : 09/07/2004 Page No : 2 US-1 / Biscayne Boulevard Southbound Start Tirnc I Left F Thru Right ik Hour From 16-.90 to 17:45:45- Peak 1 of 1 atersection 17:00 Peds App. Total Volume 30 10j 13 0 1074 Percent 2.8 96.0 1.2 0.0 Volume 30 101 13 0 1074 Volume 6 275 2 0 283 'eak Factor }High 1nt. 17:45 Volume 13 271 2 0 286 'cal( Factor 0.939 • • Left T NE 27th Street Westbound hru Right Peds US-1 / Biscayne Boulevard Northbound NE 27th Street Eastbound App. Total 4 3 17 0 24 16.7 12.5 70.8 0.0 4 3 17 0 24 0 1 5 0 6 17:00 2 0 5 0 7 0.857 Left Thru Right Peds App. Total 8 137 14 0 1394 0.6 98.4 1.0 0.0 8 137 14 0 1394 1 368 3 0 372 17:30 2. 372 2 0 376 0.927 left Thru Right Peds App Total lot. Total 7 2 21 0 30 23.3 6.7 70.0 0.0 7 2 21 0 30 3 1 8 0 12 17:15 3 71:5- 1a U) cu m 1— o] O. US-1 1 Biscayne Boulevard Out In Total 1074 47s1 13961 3 ® 30 0 Right Thru Left Peds North (7/2004 5:00:00 PM /712004 5:45:00 PM All Vehicles 4 1 r' Left Thru Ri hi Peds 8 1372 14 0 1175E 1394 L 24501 Out In Total US-1 / Biscayne Boulevard 3 v O 8 0 12 0.625 2522 2522 673 0,937 unter: 3077 / 3076 unted By: PCC / DAB .ather: Clear TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 roues Printed- All Vehicles File Name : 4736BB@,27PM Site Code : 47363077 Start Date : 09/07/2004 Page No : 1 US-1 / Biscayne Boulevard Southbound NE 27th Street Westbound US-1 I B scayne Boulevard Northbound NE 27th Street Eastbound Start Time Left Thru Right €'eds ApP. Total Left Thru Right Peds ® Left Thru Right Peds App, Total Left Thru Right _ Peds A Total T .._ t,Q t.0 ® 1 0 10 1 D IA L_0 10 la 10 10 Factor 1 ©j lT 1.6 10 16:00 5 202 1 0 208 0 1 9 0 10 3 313 4 0 320 2 S 6 0 9 5 16:15 4 211 3 0 218 1 2 2 0 5 5 325 4 0 334 1 4 8 0 13 5 16:30 8 248 1 0 257 1 1 8 0 10 4 334 4 0 342 3 0 4 0 7 6 16:45 7 229 4 0 240 1 0 7 0 8 3 339 4 0 346 2 0 7 0 9 6 Total 24 890 9 0 923 3 4 26 0 33 15 i3� 16 0 1342 8 5 25 0 38 23 17:00 5 248 2 0 255 17:15 6 275 2 0 283 17:30 6 237 7 0 250 17:45 13 271 2 0 286 Total 30 €03 rand Total 54 1 Apprch % 2.7 96.2 1.1 0.0 Total % 1.1 39.5 0.5 0.0 41.1 13 0 €074 • • 192 22 0 1997 F- 0 2 0 5 0 7 0 1 5 0 6 1 0 4 0 5 1 2 3 0 6 4 3 17 0 24 7 7 43 0 57 12.3 12.3 75,4 0.0 0.1 0.1 0.9 0.0 1.2 r 4 330 1 368 2 372 1 302 8 137 2 5 0 339 3 0 372 2 0 376 4 0 307 14 0 1394 23 268 30 0 2736 0.8 98.1 1.1 0.0 0.5 55.2 0.6 0.0 56.3 US.1 / Biscayne Boulevard Out In Total �7g31 € 1997 ; 47381 22 Right Thru Lett Peds 4-1 1.► T North e17/2004 4:00:00 PM =1712004 5:45:00 PM All Vehicles Left 01 14 Thru Ri ht Peds 2683..30 J I Lss�4 z73s r Out In Total LIS-1 / Biscayne Boulevard 2 0 3 0 5 3 1 8 0 12 1 1 6 0 8 1 0 4 0 5 7 2 21 0 30 15 7 46 0 68 22.1 .10.3 67.6 0.0 0.3 0.1 0.9 0.0 1.4 4- c N 0 O iv z m 3 m m oral 47 70 16 03 36 606 673 639 604 2522 4858 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 • • File Name : 4736I3I3Fir?27PM Site Codc : 47363077 Start Date : 09/07/2004 Page No : 3 • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUIT. 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 US-1 / Biscayne Boulevard Southbound Start Time Len ak Hour From 16.00 to 17 Intersection 16:45 Volume 1I 104 16 0 1071 Percent 1.0 97.5 1.5 0.0 Volume 11 104 16 0 1071 Volume 7 289 6 0 302 Peak Factor High Int. 17:15 Volume 7 289 6 0 302 Peak Factor 0.887 Peds App Total Lea NE 28th Street Westbound Thru Right I Peds US-1 / Biscayne Boulevard Northbound File Name : 4736B13@28PM Site Codc : 47363077 Start Date : 09/01/2004 Page No : 2 NE 28th Street Eastbound App. Total Lett Thru Right Peds App. Total Left Thru Right Peds App. Total I nt Total 410 • Thru Right 45- Peak t of 6 0 8 0 14 42.9 0.0 57.1 0.0 6 0 8 0 14 1 0 0 0 1 17:30 3 0 4 0 7 0.500 22 164 11 1 1674 1.3 98.0 0.7 0.1 22 164 11 1 1674 5 404 0 1 410 17:00 7 414 3 0 424 0.987 12 1 45 0 58 20.7 1.7 77.6 0.0 12 1 45 0 58 4 0 16 0 20 17:15 4 0 16 0 20 0.725 1Q est w z O aD Y�r 0, CL US-1 / Biscayne Boulevard Out In Total 1071 r27331 1660i 16 Ri hf Thru 1. 0 Left Peds North 1112004 4:45:00 PM 11/2004 5:30:00 PM A!I Vehicles 4-1 I 1 Left Thru Ri ht Peds 22 1640 1I L16741 l 2769j Out In Total US-1 / Biscayne Boulevard 1095f 4— m i w 2817 2817 733 0.961 minter: 3077 / 3076 ounted llv: PCC / DAB feather: Clear TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW I37th AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 'rinted- All Vehicles File Name : 4736I313(a 281)N1 Site Code : 47363077 Start Date : 09/01/2004 Page No : 1 W US-1 / Biscayne Boulevard Southbound NE 28th StreetF Westbound US-1 / 13 scayne Boulevard Northbound NE 28th Street Eastbound Start Time Leif Thru ' Right Peds Tolrtal Left Thru Right Peds APPl Tvtae Left Thr Right Peds p'pp To161 Thru -�.I.O Right g _ Peds _ Total ..._._.... Int. Total _....,,--IA Factor I I0 1.0--'m 1,0 10 1.0 1.0 1.0 10v1 10 10 1.0 _ I,0 Lo I 16:00 4 225 10 0 239 3 0 2 0 5 3 348 5 0 356 4 0 9 0 13 613 16:15 2 226 6 0 234 5 0 4 0 9 3 360 3 0 366 1 0 6 0 7 616 16.30 2 229 4 0 235 6 1 6 0 13 3 348 0 0 351 6 1 9 0 16 615 16:45 2 223 4 0 229 1 0 0 0 1 7 407 4 0 418 0 0 7 0 7 655.. Total 10 903 12 0 28 16 146 12 0 1491 11 1 31 0 43 2499 24 0 937 15 1 17:00 0 267 17:15 7 289 17:30 2 265 17;45 6 245 Total 15 106 6 5 0 272 6 0 302 I 0 268 5 0 256 17 0 1098 Grand Total 25 199 41 0 2035 Apprch °10 1.2 96.8 2.0 0.0 Total % 0.5 37.2 0.8 0.0 38.5 • • 1 0 4 0 5 I 0 0 0 1 3 0 4 0 7 3 2 2 0 7 8 2 10 0 20 23 3 22 0 48 47.9 6.3 45.8 0.0 0.4 0.1 0.4 0.0 0.9 7 414 3 0 424 5 404 0 I 410 3 415 4 0 422 5 347 1 0 353 20 15© 8 1 1609 36 303 20 1 3100 1.2 98.2 0.6 0.0 0.7 57.5 0.4 0.0 58.6 4 0 14 0 18 4 0 16 0 20 4 I 8 0 13 5 0 6 0 I1 17 1 44 0 62 28 2 75 0 105 26.7 1.9 71.4 0.0 0.5 0.0 1.4 0.0 2.0 0 t- ar rn US-1 / Biscayne Boulevard Out In Total I-30931 F 2D35 [ 5128 H411 1969-1 Right Thru Left Peds North /1/2004 4:00:00 PM /1/2004 5145:00 PM All Vehicles 1- Lett Thr f 36 30 r Right Peds 20 11 [2067 { j 3100 j Out In Total US-1 / Biscayne Boulevard 51671 719 733 710 627 2789 5288 • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 File Name : 47361:M a 28PM Site Code : 47363077 Start Date : 09/01/2004 Page No 3 • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 File Name : 4736BB 3j29PM Site Code : 47363077 Stan Date : 08/31/2004 Page No ; 2 US-1 / Biscayne Boulevard Southbound NE 29th Street Westbound US-1 / Biscayne Boulevard Northbound NE 29th Street Eastbound StartTime Left Thru I RTOR Right APP_ Total Left Thru RTOR Right APa. Total Left Thru RTOR Right API_ Tuts E Left € I nue RTOR I Right I L. ATotal _'Foal ek Hour Flom 16 GO to 17.45 IL_ - Peak I of I Intersection 16:00 Volume 24 939 0 86 1049 61 48 9 9 127 89 I2I 7 40 1417 57 38 4 16 115 2708 Percent 2.3 89.5 0.0 8.2 48.0 37.8 7.1 7.1 6.3 90.4 0.5 2.8 49.6 33.0 3.5 13.9 Volume 24 939 0 86 1049 61 48 9 9 127 89 128 7 40 1417 57 38 4 16 115 2708 Volume 7 231 0 27 265 15 14 2 2 33 27 348 2 16 393 19 10 1 3 33 724 Peak Factor 0.935 High Int. 16:30 16:15 16:00 16:30 Volume 5 255 0 25 285 19 11 2 6 38 27 348 2 16 393 15 17 1 fi 39 Peak Factor 0.920 0.836 0.901 0.737 in M • IS-1 1 Biscayne Boulevard Out In Total 1 f 49 rf4b61 L 861 9391 !i Right Thru Left 4 L, 1356j 1 North /3112004 4:00:00 PM 131/2004 4:45:00 PM At! Vehicles Left 89 Thru Ri ht 1281 47 D417 I 2437 Out in Total US-1 ! Biscayne Boulevard 1020j 3unter: 3077/3076 )unted By: PCC / DAB eather: Clear :25-16:45 NB Backup Block E!W TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 File Name 4736BB a 29PM Site Code : 47363077 Start Date : 08/31/2004 Page No : 1 US-1 / Biscayne Boulevard Southbound NE 29th Street Westbound US-1 I B scayne Boulevard Northbound NE 29th Street Eastbound Start Time Left Thru i RTOR Right App' Left Total [ Thru RTOR Right APP. Total Left Thru RTOR Right TotAPp. al Left Thru _ RTOR Right TotalA 1', Factor 1.6 1_0 1.0 10 4 1.0 1.0 10 10 • 10 1W0 I.0 1.0 _.._ 1,0 IO 0 1 0 16:00 265 27 348 2 16 393 19 10 33 7 7 231 0 27 15 14 2 2 33 1 3 16:15 8 220 0 13 241 19 11 2 6 38 28 337 4 11 380 6 6 1 3 16 6 16:30 5 255 0 25 285 12 14 3 1 30 17 301 1 9 328 15 17 1 6 39 6 16:45 4 233 0 21 258 15 9 2 0 26 17 295 0 4 316 17 5 1 4 27 6 Total 24 939 0 86 1049 61 48 9 9 127 89 128 7 40 1417 57 38 4 16 115 27 17:00 17:15 17:30 17:45 4 264 11 255 8 221 3 252 0 11 1 12 1 13 0 9 Total 26 992 2 45 hand Total 50 i91 2 131 Appreh % 2.4 91.3 0.1 6.2 Total % 0.9 35.7 0.0 2.4 • • 279 279 243 264 11 15 12 16 7 20 11 5 2 3 23 2 1 38 3 1 27 2 2 25 1065 54 43 9 7 113 2114 39.1 115 91 18 16 240 47.9 37.9 7.5 6.7 2.1 1.7 0.3 0.3 4.4 10 13 15 12 50 282 338 345 345 131 0 259 0 12 304 0 10 361 1 8 369 2 8 367 3 38 1401 139 l 10 78 4.9 91.9 0.4 2.8 2.6 47.9 0.2 1.4 2818 52.1 17 10 17 18 15 14 5 6 1 7 4 3 0 5 0 3 40 31 27 27 62 40 5 18 125 119 78 9 34 240 49.6 32.5 3.8 14.2 2.2 1.4 0.2 0.6 4.4 (te o wy F j 0 N M w M r` US-1 1 Biscayne Boulevard Out In Total. { 27441 r211ai E48543 1 �.. I L 1331 19311 50i RI hi Thru Left 4 North /31/2004 4:00:00 PM /31/2004 5:45:00 PM All Vehicles 4- r eft Thru Ri hi 38 _ 2591 881 2089] L49ti Out In Total US-1 ! Biscayne Boulevard nt. tal 24 75 82 27 08 646 709 666 683 2704 5412 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 13701 AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 • File Name. : 47361313@29I'M Site Coda : 47363077 Start Date : 08/31/2004 Page No : 3 09/17/04 17:05:42 0 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 Dual Channel 15 Minute Final Report (page 2 of 2) Site ID : 4736-34 Info 1 : NE 29th Street W/O Info 2 : Biscayne Boulevard Page: 5 ************** Start Date : Sep 14, 2004 Tue End Date : Sep 16, 2004 Thu Adj. Factor: 1.00 ALL DAYS AVERAGED Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 6 3 5 2 16 10 3 6 3 23 39 1 4 6 6 4 20 3 4 2 4 12 32 2 3 3 4 3 14 3 3 1 1 9 23 3 0 1 1 1 3 1 1 1 1 5 8 4 1 1 3 3 8 0 2 1 2 6 14 5 0 1 5 5 11 3 4 4 6 16 27 6 5 6 12 16 39 10 11 13 17 51 90 7 15 16 23 27 81 27 28 33 45 133 214 8 34 23 28 23 108 48 39 38 43 168 276 9 27 18 22 21 89 31 29 34 37 131 220 10 28 20 27 28 103 35 33 33 33 135 238 all: 28 32 33 30 122 32 26 36 43 138 260 ,2 36 42 46 39 162 33 40 35 44 152 314 1 36 38 36 36 146 45 42 47 52 186 332 2 35 35 28 29 126 45 43 34 40 163 289 3 31 36 30 30 127 39 43 39 46 168 295 4 34 25 32 33 124 60 38 45 42 185 309 5 44 30 30 38 142 42 42 40 29 152 294 6 28 33 28 26 115 41 31 17 20 110 225 7 33 28 32 27 120 22 25 28 25 100 220 8 21 20 22 21 84 15 14 19 17 65 149 9 18 15 15 14 62 16 17 10 11 54 116 10 15 12 9 7 43 11 12 10 8 41 84 11 9 8 9 8 34 9 9 7 6 31 65 TOTALS 46% 1899 54% 2234 4133 AVERAGE 6.6 period 26.4 7.8 period 31.0 57.4 Peak AM Hour is *** 7:45am to 8:45am *** Volume Lane 1 : 112 Lane 2 : 170 Combined: 284 Directional Split : 39% 60% Peak Hour Factor 0.824 0.885 0.866 Peak / Day Total 0.059 0.076 0.069 Peak PM Hour is *** 1:OOpm to 2:00pm *** Volume Lane 1 : 146 Lane 2 : 186 Combined: 333 41irectional Split : 44% 56% ak Hour Factor 0.961 0.894 0.946 Peak / Day Total 0.077 0.083 0.081 39/17/04 17:05:42 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute *** Site ID : 4736-34 Info 1 : NE 29th Street W/O Info 2 : Biscayne Boulevard Lane 1---Directional, Axle, /2 Lane 2-Directional, Axle, /2 Page: 1 Date : Sep 14, 2004 Tue Factor : 1.00 Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 6 1 5 3 15 9 2 7 2 20 35 1 5 2 4 2 13 5 4 4 5 18 31 2 3 2 3 1 9 4 5 1 0 10 19 3 1 0 0 1 2 2 2 2 1 7 9 4 0 2 4 4 10 1 3 3 2 9 19 5 0 1 3 1 5 5 4 1 4 14 19 6 10 8 10 19 47 9 13 10 18 50 97 7 16 16 23 23 78 28 31. 27 46 132 210 8 36 27 28 19 110 62 42 44 49 197 307 9 34 17 19 22 92 31 31 25 33 120 212 10 38 28 23 29 118 28 42 30 33 133 251 Ali,- 27 35 35 31 128 39 28 34 51 152 280 Illif2 46 46 55 39 186 39 45 42 56 182 368 1 40 41 43 41 165 49 43 61 59 212 377 2 39 29 24 26 118 54 50 41 39 184 302 3 39 47 28 31 145 46 45 44 41 176 321 4 31 26 35 31 123 46 46 44 44 180 303 5 51 44 29 32 156 43 41 38 27 149 305 6 38 34 26 20 118 66 34 15 21 136 254 7 46 27 36 33 142 28 28 29 28 113 255 8 15 18 21 19 73 20 15 17 13 65 138 9 15 17 15 19 66 21 17 12 10 60 126 10 12 10 10 6 38 13 7 10 8 38 76 11 9 6 10 10 35 6 7 5 6 24 59 TOTALS 46% 1992 54% 2381 4373 AVERAGE 20.8 period 83.0 24.8 period 99.2 182.2 Peak AM Hour is *** 7:45am to 8:45am *** Volume Lane 1 : 114 Lane 2 : 194 Combined: 308 Directional Split : 37% 63% Peak Hour Factor 0.792 0.782 0.786 Peak / Day Total 0.057 0.081 0.070 Peak PM Hour is *** 1:15pm to 2:15pm *** Volume Lane 1 : 164 Lane 2 : 217 Combined: 381 Illirectional Split : 43% 57% eak Hour Factor 0.953 0.889 0.916 Peak / Day Total 0.082 0.091 0.087 09/17/04 17:05:42 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 * * * Site ID : 4736-34 Info 1 : NE 29th Street W/O Info 2 : Biscayne Boulevard Dual Channel 15 Minute * * * Page: 2 Date : Sep 15, 2004 Wed Factor : 1.00 Lane 1-Directional, Axle, /2 Lane 2-Directional, Axle, /2 Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 8 7 3 1 19 15 4 3 2 24 43 1 3 10 10 1 24 1 4 3 2 10 34 2 5 2 5 6 18 5 3 2 3 13 31 3 0 0 0 0 0 0 0 1 1 2 2 4 2 1 3 3 9 0 1 1 3 5 14 5 1 2 6 5 14 2 5 3 3 13 27 6 3 5 15 15 38 15 10 15 23 63 101 7 13 15 26 32 86 30 29 29 52 140 226 8 37 30 30 23 120 45 37 36 29 147 267 9 26 19 22 23 90 28 30 39 33 130 220 10 26 11 22 21 80 44 26 27 35 132 212 1 24 29 30 30 113 31 26 32 35 124 237 2 33 39 43 35 150 22 37 26 40 125 275 1 35 38 32 35 140 40 41 42 51 174 314 2 32 37 34 29 132 44 39 32 44 159 291 3 27 29 31 36 123 41 45 38 43 167 290 4 36 23 24 43 126 89 39 55 49 232 358 5 43 21 40 39 143 41 49 50 33 173 316 6 22 34 34 33 123 29 32 24 21 106 229 7 29 27 41 22 119 20 27 25 23 95 214 8 27 17 23 22 89 16 15 18 19 68 157 9 17 16 18 10 61 11 16 12 15 54 115 10 14 11 10 9 44 13 21 8 6 48 92 11 8 10 9 9 36 10 13 8 7 38 74 TOTALS 46% 1897 54% 2242 4139 AVERAGE 19.8 period 79.0 23.4 period 93.4 172.5 Peak AM Hour is *** 7:45am to 8:45am *** Volume Lane 1 : 129 Lane 2 : 170 Combined: 299 Directional Split : 43% 57% Peak Hour Factor 0.872 0.817 0.890 Peak / Day Total 0.068 0.076 0.072 Peak PM Hour is *** 4:OOpm to 5:OOpm *** Volume Lane 1 : 126 Lane 2 : 232 Combined: 358 411iirectional Split : 35% 65% eak Hour Factor 0.733 0.652 0.716 Peak / Day Total 0.066 0.103 0.086 )9/17/04 17:05:42 • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Site ID : 4736-34 Info 1 : NE 29th Street W/O Info 2 : Biscayne Boulevard Lane 1-Directional, Axle, /2 Lane 2-Directional, Axle, /2 Dual Channel 15 Minute * * * Page: Date : Sep 16, 2004 Thu Factor : 1.00 Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 5 2 6 2 15 5 4 9 6 24 39 1 3 6 5 9 23 2 3 0 4 9 32 2 2 6 5 2 15 1 1 0 1 3 18 3 0 2 3 2 7 2 1 0 2 5 12 4 0 1 2 3 6 0 3 0 1 4 10 5 0 0 5 8 13 2 3 7 10 22 35 6 2 5 11 13 31 6 11 13 11 41 72 7 15 18 20 27 80 23 24 43 38 128 208 8 28 13 27 26 94 38 39 33 50 160 254 9 22 19 25 19 85 34 25 38 45 142 227 10 21 20 36 33 110 34 32 43 31 140 250 1 32 31 35 28 126 27 24 43 44 138 264 111/"2: 28 41 39 42 150 38 37 38 35 148 298 1 34 36 32 32 134 45 43 38 45 171 305 2 33 40 25 31 129 38 41 30 38 147 276 3 28 31 30 23 112 31 40 36 53 160 272 4 36 25 38 24 123 44 29 35 34 142 265 5 39 25 20 43 127 42 35 31 27 135 262 6 25 31 23 26 105 28 28 13 19 88 193 7 25 31 18 25 99 18 21 30 23 92 191 8 21 25 22 21 89 10 13 22 18 63 152 9 23 11.. 13 13 60 17 17 5 9 48 108 10 20 14 6 6 46 7 9 13 9 38 84 11 11 7 7 5 30 11 7 9 5 32 62 TOTALS 47% 1809 53% 2080 3889 AVERAGE 18.8 period 75.4 21.7 period 86.7 162.0 Peak AM Hour is *** 11:00am to 12:OOpm *** Volume Lane 1 : 126 Lane 2 : 138 Combined: 264 Directional Split : 48% 52% Peak Hour Factor 0.900 0.784 0.846 Peak / Day Total 0.070 0.066 0.068 Peak PM Hour is *** 12:30pm to 1:30pm *** Volume Lane 1 : 151 Lane 2 : 161 Combined: 312 irectional Split : 48% 52% 410eak Hour Factor 0.899 0.894 0.987 eak / Day Total 0.083 0.077 0.080 09/17/04 17: 05 : 42 0 * * * * * * * * * * * * TRANSPORT ANALYSIS PROFESSIONALS, Inc. Page: 4 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 Dual Channel 15 Minute Final Report (page 1 of 2) Site ID : 4736-34 Info 1 : NE 29th Street W/O Info 2 : Biscayne Boulevard ************** Start Date : Sep 14, 2004 Tue End Date : Sep 16, 2004 Thu Adj. Factor: 1.00 ALL DAYS COMBINED Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 19 10 14 6 49 29 10 19 10 68 117 1 11 18 19 12 60 8 11 7 11 37 97 2 10 10 13 9 42 10 9 3 4 26 68 3 1 2 3 3 9 4 3 3 4 14 23 4 2 4 9 10 25 1 7 4 6 18 43 5 1 3 14 14 32 9 12 11 17 49 81 6 15 18 36 47 116 30 34 38 52 154 270 7 44 49 69 82 244 81 84 99 136 400 644 8 101 70 85 68 324 145 118 113 128 504 828 9 82 55 66 64 267 93 86 102 111 392 659 10 85 59 81 83 308 106 100 100 99 405 713 1ir 83 95 100 89 367 97 78 109 130 414 781 glIU 107 126 137 116 486 99 119 106 131 455 941 1 109 115 107 108 439 134 127 141 155 557 996 2 104 106 83 86 379 136 130 103 121 490 869 3 94 107 89 90 380 118 130 118 137 503 883 4 103 74 97 98 372 179 114 134 127 554 926 5 133 90 89 114 426 126 125 119 87 457 883 6 85 99 83 79 346 123 94 52 61 330 676 7 100 85 95 80 360 66 76 84 74 300 660 8 63 60 66 62 251 46 43 57 50 196 447 9 55 44 46 42 187 49 50 29 34 162 349 10 46 35 26 21 128 33 37 31 23 124 252 11 28 23 26 24 101 27 27 22 18 94 195 TOTALS 46% 5698 54% 6703 12401 AVERAGE 59.4 period 237.4 69.8 period 279.3 516.7 Peak AM Hour is *** 7:45am to 8:45am *** Volume Lane 1 : 338 Lane 2 : 512 Combined: 850 Directional Split : 40% 60% Peak Hour Factor 0.837 0.883 0.864 Peak / Day Total 0.059 0.076 0.069 Peak PM Hour is *** 1:OOpm to 2:00pm *** Volume Lane 1 : 439 Lane 2 : 557 Combined: 996 Alirectional Split : 44% 56% ak Hour Factor411!0.954 0.898 0.947 eak / Day Total 0.077 0.083 0.080 )9/29/04 L4:21:54 111, *********** TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 Dual Channel 15 Minute Final Report (page 2 of 2) Site ID : 4736-21&33 Info 1 : Biscayne Blvd S/O Info 2 : NE 28th Street Page: 5 ************** Start Date : Sep 14, 2004 Tue End Date : Sep 16, 2004 Thu Adj. Factor: 1.00 ALL DAYS AVERAGED Hour 1-NB Hour 2-SB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 95 110 83 53 342 70 73 70 49 262 604 1 59 46 46 43 193 44 46 44 29 162 355 2 34 37 32 26 129 36 31 24 27 119 248 3 26 25 25 21 96 22 20 21 31 94 190 4 30 28 24 28 110 21 25 30 29 105 215 5 38 34 35 37 143 29 34 59 91 214 357 6 63 75 89 112 339 87 149 209 250 695 1034 7 124 145 145 168 582 251 273 322 372 1219 1801 8 170 190 198 216 774 377 374 381 358 1490 2264 9 213 197 186 221 818 370 315 333 318 1336 2154 10 217 223 216 214 871 291 256 255 256 1057 1928 11 216 241 261 256 973 238 234 242 248 962 1935 41, 282 298 312 313 1206 259 301 308 312 1180 2386 1 320 313 292 289 1215 291 295 282 282 1150 2365 2 284 279 264 297 1124 262 271 250 265 1048 2172 3 289 302 333 327 1250 233 244 249 264 990 2240 4 320 328 327 330 1305 241 224 237 259 961 2266 5 317 361 347 318 1343 286 274 271 268 1099 2442 6 317 306 274 298 1195 253 250 238 242 983 2178 7 283 269 260 271 1083 214 199 182 200 795 1878 8 248 252 235 188 923 187 175 178 174 713 1636 9 170 215 186 181 751 160 142 146 122 570 1321 10 196 186 133 132 647 132 130 130 121 513 1160 11 142 126 126 114 507 104 98 93 86 381 888 TOTALS 50% 17919 50% 18098 36017 AVERAGE 62.2 period 248.9 62.8 period 251.4 500.2 Peak AM Hour is *** 8:15am to 9:15am *** Volume Lane 1 : 817 Lane 2 : 1483 Combined: 2301 Directional Split : 36% 64% Peak Hour Factor 0.946 0.973 0.987 Peak / Day Total 0.046 0.082 0.064 Peak PM Hour is *** 12:30pm to 1:30pm *** Volume Lane 1 : 1258 Lane 2 : 1206 Combined: 2464 irectional Split :AliL 51% 49% ummak Hour Factor 0.983 0.966 0.986 711111reak / Day Total 0.070 0.067 0.068 09/29/04 14:21:54 • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute Site ID : 4736-21833 Info 1 : Biscayne Blvd S/O Info 2 : NE 28th Street *** Page: 1 Date : Sep 14, 2004 Tue Factor : 1.00 Lane 1-Normal, Axle, /2 Lane 2-Normal, Axle, /2 Hour 1-NB Hour 2-SB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 95 95 82 46 318 58 60 68 48 234 552 1 58 45 29 31 163 44 36 34 22 136 299 2 32 38 26 27 123 29 29 17 20 95 218 3 26 22 22 12 82 16 14 16 23 69 151 4 22 32 22 30 106 15 29 39 29 112 218 5 35 32 32 37 136 26 33 54 85 198 334 6 59 79 89 108 335 89 156 214 229 688 1023 7 119 144 143 164 570 259 252 311 356 1178 1748 8 171 204 200 223 798 403 389 394 372 1558 2356 9 208 187 153 232 780 375 346 341 325 1387 2167 10 220 218 222 217 877 268 272 264 277 1081 1958 dlik1 194 232 263 266 955 242 238 257 242 979 1934 1111F2 289 303 306 306 1204 262 288 322 288 1160 2364 1 293 300 271 262 1126 299 289 278 265 1131 2257 2 252 307 254 291 1104 259 278 242 250 1029 2133 3 278 300 325 299 1202 249 239 246 241 975 2177 4 284 343 289 313 1229 177 216 255 277 925 2154 5 303 347 351 305 1306 254 282 288 258 1082 2388 6 314 278 263 292 1147 253 249 237 236 975 2122 7 243 254 213 245 955 209 209 183 194 795 1750 8 204 268 195 198 865 183 159 170 158 670 1535 9 163 235 168 162 728 146 152 149 128 575 1303 10 177 171 110 127 585 116 109 123 114 462 1047 11 148 108 113 93 462 89 102 76 72 339 801 TOTALS 49% 17156 51% 17833 34989 AVERAGE 178.7 period 714.8 185.8 period 743.0 1457.9 Peak AM Hour is *** 8:15am to 9:15am *** Volume Lane 1 : 835 Lane 2 : 1530 Combined: 2365 Directional Split : 35% 65% Peak Hour Factor • 0.936 0.971 0.994 Peak / Day Total • 0.049 0.086 0.068 Peak PM Hour is *** 4:45pm to 5:45pm *** Volume Lane 1 : 1314 Lane 2 : 1101 Combined: 2415 irectional Split : 54% 46% ak Hour Factor 0.936 0.956 0.945 eak / Day Total 0.077 0.062 0.069 39/29/04 14:21:54 • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute *** Site ID : 4736-21&33 Info 1 : Biscayne Blvd S/O Info 2 : NE 28th Street Page: 2 Date : Sep 15, 2004 Wed Factor : 1.00 Lane 1-Normal, Axle, /2 Lane 2-Normal, Axle, /2 Hour 1-NB Hour 2-SB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 100 123 73 53 349 1 42 44 58 49 193 2 40 42 24 27 133 3 20 21 23 22 86 4 27 25 32 27 111 5 41 34 41 32 148 6 67 79 98 108 352 7 125 145 145 165 580 8 188 187 198 213 786 9 223 188 203 197 811 10 223 238 216 224 901 • 212 258 251 247 968 61 74 63 39 237 44 52 50 37 183 41 35 20 32 128 25 19 20 29 93 23 24 27 34 108 30 32 63 99 224 89 133 217 241 680 267 288 332 370 1257 375 376 396 361 1508 407 314 320 315 1356 296 246 253 252 1047 245 227 225 253 950 586 376 261 179 219 372 1032 1837 2294 2167 1948 1918 12 263 296 307 272 1138 250 278 289 322 1139 2277 1 285 288 279 281 1133 275 294 296 303 1168 2301 2 274 246 281 292 1093 257 278 264 272 1071 2164 3 322 326 346 343 1337 240 231 250 285 1006 2343 4 362 346 366 355 1429 282 232 222 247 983 2412 5 349 385 350 309 1393 295 280 234 268 1077 2470 6 297 307 292 252 1148 259 236 241 255 991 2139 7 279 248 262 264 1053 217 198 185 210 810 1863 8 259 210 245 169 883 195 194 174 182 745 1628 9 176 211 186 199 772 171 134 132 122 559 1331 10 218 187 140 138 683 141 134 127 127 529 1212 11 133 152 116 133 534 111 88 103 87 389 923 TOTALS 50% 18014 50% 18238 36252 AVERAGE 187.6 period 750.6 190.0 period 759.9 1510.5 Peak AM Hour is *** 8:15am to 9:15am *** Volume Lane 1 : 821 Lane 2 : 1540 Combined: 2361 Directional Split : 35% 65% Peak Hour Factor 0.920 0.946 0.937 Peak / Day Total 0.046 0.084 0.065 Peak PM Hour is *** 4:30pm to 5:30pm *** Volume Lane 1 : 1455 Lane 2 : 1044 Combined: 2499 Ilpirectional Split : 580 42% eak Hour Factor 0.945 0.885 0.939 Peak / Day Total 0.081 0.057 0.069 09/29/04 14:21:54 • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute *** Site ID : 4736-21&33 Info 1 : Biscayne Blvd S/O Info 2 : NE 28th Street Page: 3 Date : Sep 16, 2004 Thu Factor : 1.00 Lane 1-Normal, Axle, /2 Lane 2-Normal, Axle, /2 Hour 1-NB Hour 2-SB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 91 112 95 61 359 91 86 78 61 316 675 1 76 49 51 48 224 44 49 47 28 168 392 2 31 30 45 24 130 39 29 36 30 134 264 3 32 31 29 29 121 25 26 28 41 120 241 4 40 28 18 28 114 26 21 23 24 94 208 5 37 36 32 41 146 32 36 61 90 219 365 6 64 66 81 119 330 84 157 197 280 718 1048 7 129 146 146 175 596 228 280 324 389 1221 1817 8 150 178 197 213 738 352 357 354 341 1404 2142 9 209 216 203 234 862 328 285 338 313 1264 2126 10 209 214 210 202 835 308 249 248 239 1044 1879 121 241 232 270 254 997 226 238 243 249 956 1953 12 294 296 324 362 1276 265 337 313 325 1240 2516 1 383 350 327 325 1385 299 302 271 278 1150 2535 2 325 285 256 309 1175 269 258 244 274 1045 2220 3 266 279 327 338 1210 211 261 251 266 989 2199 4 314 294 326 323 1257 265 224 235 252 976 2233 5 299 351 339 340 1329 309 260 291 279 1139 2468 6 339 333 268 349 1289 246 265 236 236 983 2272 7 328 305 304 303 1240 216 190 177 196 779 2019 8 282 277 266 196 1021 182 171 190 182 725 1746 9 170 198 204 182 754 164 139 157 117 577 1331 10 194 199 150 131 674 139 148 141 121 549 1223 11 144 117 148 116 525 113 103 99 99 414 939 TOTALS 50% 18587 50% 18224 36811 AVERAGE 193.6 period 774.5 189.8 period 759.3 1533.8 Peak AM Hour is *** 8:15am to 9:15am *** Volume Lane 1 : 797 Lane 2 : 1380 Combined: 2177 Directional Split : 37% 63% Peak Hour Factor 0.935 0.966 0.982 Peak / Day Total 0.043 0.076 0.059 Peak PM Hour is *** 12:30pm to 1:30pm *** Volume Lane 1 : 1419 Lane 2 : 1239 Combined: 2658 •irectional Split : 53% 47% eak Hour Factor 0.926 0.953 0.967 Peak / Day Total 0.076 0.068 0.072 09/29/04 14:21:54 0 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 Dual Channel 15 Minute Final Report (page 1 of 2) Site ID : 4736-21&33 Info 1 : Biscayne Blvd S/O Info 2 : NE 28th Street Page: 4 ************** Start Date : Sep 14, 2004 Tue End Date : Sep 16, 2004 Thu Adj. Factor: 1.00 ALL DAYS COMBINED Hour 1-NB Hour 2-SB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 286 330 250 160 1026 210 220 209 148 787 1813 1 176 138 138 128 580 132 137 131 87 487 1067 2 103 110 95 78 386 109 93 73 82 357 743 3 78 74 74 63 289 66 59 64 93 282 571 4 89 85 72 85 331 64 74 89 87 314 645 5 113 102 105 110 430 88 101 178 274 641 1071 6 190 224 268 335 1017 262 446 628 750 2086 3103 7 373 435 434 504 1746 754 820 967 1115 3656 5402 8 509 569 595 649 2322 1130 1122 1144 1074 4470 6792 9 640 591 559 663 2453 1110 945 999 953 4007 6460 10 652 670 648 643 2613 872 767 765 768 3172 5785 Ali1 647 722 784 767 2920 713 703 725 744 2885 5805 Illir2 846 895 937 940 3618 777 903 924 935 3539 7157 1 961 938 877 868 3644 873 885 845 846 3449 7093 2 851 838 791 892 3372 785 814 750 796 3145 6517 3 866 905 998 980 3749 700 731 747 792 2970 6719 4 960 983 981 991 3915 724 672 712 776 2884 6799 5 951 1083 1040 954 4028 858 822 813 805 3298 7326 6 950 918 823 893 3584 758 750 714 727 2949 6533 7 850 807 779 812 3248 642 597 545 600 2384 5632 8 745 755 706 563 2769 560 524 534 522 2140 4909 9 509 644 558 543 2254 481 425 438 367 1711 3965 10 589 557 400 396 1942 396 391 391 362 1540 3482 11 425 377 377 342 1521 313 293 278 258 1142 2663 TOTALS 50% 53757 AVERAGE 560.0 period 2239.9 50% 54295 565.6 period 2262.3 Peak AM Hour is *** 8:15am to 9:15am *** Volume Lane 1 : 2453 Lane 2 : 4450 Combined: 6903 Directional Split : 36% 64% Peak Hour Factor 0.945 0.972 0.986 Peak / Day Total 0.046 0.082 0.064 Peak PM Hour is *** 12:30pm to 1:30pm *** Volume Lane 1 : 3776 Lane 2 : 3617 Combined: 7393 illirectional Split : 51% 49% eak Hour Factor 0.982 0.967 0.986 Peak / Day Total 0.070 0.067 0.068 108052 4502.2 • APPENDIX B CAPACITY ANALYSES 0 & T1ZA.FFIC SIGNAL TIMING DATA • SHORT REPORT Geri`eial;lnforation ` Site Information . ... Analyst RPE/TAP Agency or Co. Date Performed 09/14/2004 ime Period PM Peak intersection US 1 & NE 29th Street Area Type All other areas Jurisdiction Analysis YearExisting Peak Season i•ii '»a,�5 's. iii f -F` 4 's" , '1' 3 `�� � r44" . •', G .t4,; -r '�'�,3'y 'Y " ` S. .at�t„ TS *, �����e:�nS.i.�i �n�%�t���, �n.,.. g,.u.s,w �`�..y'=a*.'F�,c; �E ,.��Fir'���.. .o-� -.. ��".-��.r %;...,x. 3"';s ..,. -.'�" �' a F rk��. tvY L � ,. f', .���n� EB WB NB SB L LT TH RT LT TH ' RT LT TH RT LT TH RT Num. of Lanes 0 1 0 0 1 0 1 2 0 1 2 0 Lane group LTR LTR L TR L TR Volume (vph) 59 40 21 64 50 19 93 1334 49 25 977 90 % Heavy veh 0 0 0 0 0 0 0 2 0 0 2 0 PHF 0.74 0.74 0.74 0.84 0.84 0.84 0.90 0.90 0.90 0.92 0.92 0.92 Actuated (NA) AAA AA A A PPA PP Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 2.0 2.0 2"0 Arrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 4 0 9 0 7 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking NONN ONNO NNON Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EW Perm 02 03 04 NS Perm 06 07 T 08 G= 14.0 G= G= G= G= 91.0 G= G= G= Timing Y= 5 Y= Y= Y= Y = 5 Y= Y = Y Duration of Analysis (hrs) = 0.25 Cycle Length CY 115 0 L.�;h"=�'=4:-�z-:.a;c5 ",q:; :,"" +5 _ �,:".' x2.r.�.. .,..-e S _ .�!" r v-,F . �.hl'e� - . /'x:'_'S� .i Lane`Group Capacity Control' Delay,. and LOS Determination '._.<. `c'i`. F y 'i y ]�iR a Sk �,i � Ly �f �;;fix u.., F,, . ., F , „e., _. EB WB NB SB Adj. flow rate 157 149 103 1528 27 1160 Lane group cap. 163 161 339 2795 214 2776 v/c ratio 0.96 0.93 0.30 0.55 0.13 0.42 Green ratio 0.12 0.12 0.79 0.79 0.79 0.79 Unif. delay d1 50.2 50.0 3.3 4.4 2.8 3.7 Delay factor k 0.47 0.44 0.11 0.50 0.11 0.50 tncrem. delay d2 59.4 49.5 0.5 0.8 0.3 0.5 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 109.6 99.5 3.8 5.2 3.0 4.2 Lane group LOS F F A A A A Apprch. delay 109.6 99.5 5 1 4.2 Approach LOS F F A A Intersec. delay 14.5 Intersection LOS B HCS2000TM • Copyright 02000 University of Florida, All Rights Reserved ersio€t 4.10 SHORT REPORT '� . �.,, .,__...�. „-.., .:; ,Siteinforrnation Generat Information, ... ��.. ' . � ,. r,I Analyst RPE/TAP Agency or Co. ate Performed 09/14/2004 me Period PM Peak Intersection US 1 & NE 29th Street Area Type All other areas Jurisdiction Analysis Year Existing Peak Season & Timing tVo1i . and `Timing Flint. , EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 0 1 0 0 1 0 1 2 0 1 2 0 Lane group LTR LTR L TR L TR Volume (vph) 59 40 21 64 50 19 93 1334 49 25 977 90 % Heavy veh 0 0 0 0 0 0 0 2 0 0 2 0 PHF 0.74 0.74 0.74 0.84 0.84 0.84 0.90 0.90 0.90 0.92 0.92 0.92 Actuated (PIA) A A A A A A A P P A P P Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 4 0 9 0 7 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/hr Bus stops/hr 0 0 0 0 0 0 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Phasing EW Perm 02 03 04 NS Perm 06 07 08 G= 33.0 G= G= G= G= 72.0 G= G= G= "liming Y= 5 Y= Y= Y= Y= 5 Y= Y= Y= uration of Analysis (hrs) = 0.25 Cycle Length C = 115.0 s. t5�"w,-"'. .".. 'a..,�€" '.�7-' _.._ :. -, „_-�,w �. z. ="�= a�.'^' Lane GraupCapactty, Gontrot Detay,nand LOS Determination sink L'. y 's" zi; sze p,r�s �a �`. u: .x, EB WB NB SB Adj. flow rate 157 149 103 1528 27 1160 Lane group cap. 417 418 222 2211 118 2196 vlc ratio 0.38 0.36 0.46 0.69 0.23 0.53 Green ratio 0.29 0.29 0.63 0.63 0.63 0.63 Unit. delay di 32.8 32.6 11.3 14.2 9.4 12.0 Delay factor k 0.11 0.11 0.11 0.50 0.11 0.50 Increm. delay d2 0.6 0.5 1.5 1.8 1.0 0.9 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 33.3 33.1 12.9 16.0 10.4 12.9 Lane group LOS C C B S 8 B Apprch. delay 33.3 33.1 15.8 12.9 Approach LOS C C B B Intersec. delay 16.4 Intersection LOS B HCS2000TM • Copyright © 2000 University of Florida, AU Rights Reserved Version 4.1 e SHORT REPORT general Site Information:' .Information jilt RPE/TAP r or Co erformed 09/14/2004 me Period PM Peak Intersection US 1 8 NE 29th Street Area Type Ali other areas Jurisdiction Analysis Year��2007 Without Site .iiii 4 i iia_5u r�' `4' i /otume.and Tlming Input 3 qq T �' 3>a�� a ,P.'�i ) �-� � ��!` -% _ - EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT um. of Lanes 0 1 0 0 1 0 1 2 0 1 2 0 arse group LTR LTR L TA L TR (Arne (vph) 67 41 28 65 306 22 99 1518 50 26 1151 92 /0 Heavy veh 0 0 0 0 0 0 0 2 0 0 2 0 HE 0.75 0.75 0.75 0,85 0.85 0.85 0.91 0.91 0.91 0.93 0.93 0.93 .ctuated (P/A) A A A A A A A P P A P P tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 :xt. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 ,rrival type 3 3 3 3 3 3 'nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 'ed/Bike/RTOR Volume 0 5 0 10 0 8 0 0 ane Width 12.0 12.0 12.0 12.0 12.0 12.0 'arking/Grade/Parking N 0 N N 0 N N 0 N N 0 N 'arking/hr lus stops/hr 0 0 0 0 0 0 Jnit Extension 3.0 3.0 3.0 3.0 3.0 3.0 EW Perm 02 03 04 NS Perm 06 07 08 ming G= 33.0 G= G= G= G= 72.0 G= G= G= Y= 5 Y= Y= Y= Y= 5 Y= Y= Y= )uratlon of Analysis (hrs) = 0.25 .:. .gg Cycle Length C 115.0 }._l3 .-.':: t+1+.:'; 3" 3A°'n t'v.. _. "�l •' rs- r �N>w'... r . Z�„ � .✓'S, f .are- Group_ Capacity,Control Qelay, and LOS Determination.;.. . EB WB NB SB dj. flow rate 175 r 450 109 1714 28 1337 _ane group cap. 245 492 168 2213 78 2199 r/c ratio 0.71 0.91 0.65 0.77 0.36 0.61 3reen ratio 0.29 0.29 0.63 0.63 0.63 0.63 init. delay di 36.8 39.6 13.5 15.6 10.4 13.0 Delay factor k 0.28 0.43 0.23 0.50 0.11 0.50 ncrem. delay d2 9.5 21.7 8.5 2.7 2.8 1.3 DF factor 1.000 1.000 1.000 1.000 1.000 1.000 ,ontrol delay 46.3 61.3 22.0 18.3 13.2 14.2 _ane group LOS D E C B B B 4pprch. delay 46.3 61.3 18.5 14.2 4pproach LOS D E B B Intersec. delay 23.3 Intersection LOS C •QTM Copyright © 2000 University of Florida, Ali Rights Reserved ersion 4. SHORT REPORT mere! information : ; Site lnforinatinn' . . , t PPE/TAP �, or Co. a erformed 09/14/2004 me Period PM Peak Intersection US 1 & NE 29th Street Area Type All other areas Jurisdiction Analysis Year 2007 With Site rtii ne ancfiirning Inp , m , . ..� EB WB.. NB SB LT TH RT LT TH RT LT TH RT LT TH RT um. of Lanes 0 1 0 0 1 0 1 2 0 1 2 0 one group LTR LTR L TR L TR olume (vph), 67 41 32 65 306 22 103 1525 50 26 1158 92 io Heavy veh 0 0 0 0 0 0 0 2 0 0 2 0 HF 0.75 0.75 0.75 0.85 0.85 0.85 0.91 0.91 0.91 0.93 0.93 0.93 ctuated (P/A) A A A A A A A P P A P P tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 xt. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 rrival type 3 3 3 3 3 3 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 ed/Bike/RTOR Volume 0 5 0 10 0 8 0 0 ane Width 12.0 12.0 12.0 12.0 12.0 12.0 arking/Grade/Parking N 0 N N 0 N N 0 N N 0 N arking/hr us stops/hr 0 0 0 0 0 0 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 EW Perm 02 03 04 NS Perm 06 07 08 iming G= 33.0 G= G= G= G= 72.0 G= G= G= Y= 5 Yr Y= Y= Y= 5 Y= Y= Y= iuration of Analysis (hrs) = 0.25 Cycle Length C = 115.0 ^d%-L3.:�F?s X�✓"FaK L D'�.§S ;W !.a .ane Group Capacity, Controt De[ay, and»LOS �.�s�.�- ', :Determination EB WB NB SB :dj. flow rate 180 450 113 1722 28 1344 ane group cap. 247 491 166 2213 77 2199 lc ratio 0.73 0.92 0.68 0.78 0.36 0.61 green ratio 0.29 0.29 0.63 0.63 0.63 0.63 Init. delay d1 37.0 39.7 14.0 15.7 10.4 13.0 )elay factor k 0.29 0.43 0.25 0.50 0.11 0.50 tcrem. delay d2 10.4 22.1 10.8 2.8 2.9 1.3 'F factor 1.000 1.000 1.000 1.000 1.000 1.000 :ontrol delay 47.4 61.7 24.8 18.5 13.3 14.3 ane group LOS D E C B B B pprch. delay 47.4 61.7 18.8 14.3 approach LOS D E B 6 itersec. delay 23.6 Intersection LOS C TM Copyright © 2000 University of Florida, NI Rights Reserved Version 4.1 e TWO-WAY STOP CONTROL SUMMARY Genera! information = ..,, ,;: Site information . . Analyst RPE/TAP Agency/Co. ate Performed 09/15/2004 nalysis Time Period PM Peak Intersection NE 28 Street & Biscayne Blvd Jurisdiction Analysis Year 2004 Peak Season roject Description Biscayne Condos EastNVest Street: NE 28th Street North/South Street: Biscayne Boulevard Intersection Orientation: North -South Study Period (hrs): 0.25 '�'!`}��R; ,^"€�/�.�;., �: ,.,� Y �g".�Y " .! 4yx; fi L..'i-�fsil�`''y 1' }F t i� %d,.�i 'S:� �F��_.- Y���Y� `h?2 R;„�.i�'^+� ---5 Yi Vehicle l.ol umes$ and`r'Adl ustments �' ..,. < q H` I s y3 hR R i i'X F ..,: t Y :iS i 3^x: § Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 23 1707 11 11 1087 17 Peak -Hour Factor, PHF 0.99 0.99 0.99 0.89 0.89 0.89 Hourly Flow Rate, HFR 23 1729 11 12 1225 19 Percent Heavy Vehicles 0 -- -- 0 -- -" Median Type Undivided RT Channelized 0 0 Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal 0 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 6 0 8 12 1 47 Peak -Hour Factor, PHF 0.50 0.50 0.50 0.73 0.73 0.73 Hourly Flow Rate, HFR 12 0 16 16 1 64 ercent Heavy Vehicles 0 0 0 0 0 0 IPercent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR bei i Q. de Length lain Leverof SeriiiatVieN,,:, I g --,0, " Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR v (vph) 23 12 28 81 C (m) (vph) 567 366 113 250 vic 0.04 0.03 0.25 0.32 95% queue length 0.13 0.10 0.91 1.35 Control Delay 11.6 15.2 47.0 26.2 LOS B C E D Approach Delay -- - 47.0 26.2 Approach LOS -- E D Rights Reserved HCS2000TM • Version 4.1 d Copyright O 2003 University of Florida, All Rights Reserved Version 4.1 d TWO-WAY STOP CONTROL SUMMARY ieneral Ira#ormation ..` . : Site Information t RPE/TAP /Co a erformed 09/15/2004 nalysis Time Period PM Peak Intersection NE 28 Street & Biscayne Blvd Jurisdiction Analysis Year 2007 without site roject Description Biscayne Condos asWWst Street: NE 28th Street North/South Street: Biscayne Boulevard tersection Orientation: North South Study Period (hrs):0.25 g .g _;.. 1, `� eicte Volumes and Adjustm� ajor Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume 24 1910 12 12 1262 17 eak-Hour Factor, PHF 0.99 0.99 0.99 0.89 0.89 0.89 ourly Flow Rate, HFR 24 1935 12 13 1422 19 ercent Heavy Vehicles 0 -- -- 0 `" -- . ledian Type Undivided T Channelized 0 0 anes 1 2 0 1 2 0 onfiguration L T TR L T TR pstream Signal 0 1 iinor Street Westbound Eastbound ovement _ 7 8 9 10 11 12 L T R L T R `olume 6 0 9 13 1 48 our Factor, PHF 0.50 0.50 0.50 0.73 0.73 0.73 11-1 Flow Rate, HFR 12 0 18 17 1 66 'ercent Heavy Vehicles 0 0 0 0 0 0 'ercent Grade (%) 0 0 dared Approach N N 'storage 0 0 3T Channelized 0 0 0 1 0 0 1 0 .anes 3onfiguration LTR LTR .e�....yr^„,y ..mt+- ..-,.� ?�.-..,:;..:-e..�-x. #._. .. �:� i )eiay, Queue Length, and Level afService. , , ,, f,., ;. -5 �: '-£..0 £M F h '°' C. . _�" f � .. _ . ... �,: -6,,,,,. � `{ �¢:>Y{`'ff... kpproach NO SB Westbound Eastbound Jlovement 1 4 7 8 9 10 11 12 _ane Configuration L L LTR LTR r (vph) 24 13 30 84 .; (rn) (vph) 477 305 82 179 do 0.05 0.04 0.37 0.47 35% queue length 0.16 0.13 1.42 2.23 control Delay 12.9 17.3 72.3 41.7 _OS B C F E Approach Delay -- -- 72.3 41.7 Approach LOS -- - F E is Reserved dim Version 4.1d Copyright © 2003 University of Florida, All Rights Reserved Version 4.1 d TWO-WAY STOP CONTROL SUMMARY eneral Inf©rmatton ` _ . Site Information RPE/TAP �/Co. erformed 09/15/2004 lalysis Time Period PM Peak Intersection NE 28 Street & Biscayne Blvd Jurisdiction Analysis Year 2007 with site -oject Description Biscayne Condos astPWest Street: NE 28th Street North/South Street: Biscayne Boulevard tersection Orientation: North -South .-... - �. �ni :x .,...., .4:.�-- � -..x� .ur W� � � r a-.`.¢�` .;- ' -"' �{"i �-.r �.,-s s• � ss � i s..as� �_ �fi f� r �:�<JS..i ehicl&TVoturnes and=Adjustments.,;. ajor Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R )1ume 24 1910 28 23 1262 17 )ak-Hour Factor, PHF 0.99 0.99 0.99 0.89 0.89 0.89 Surly Flow Rate, HFR 24 1935 28 25 1422 19 :rcent Heavy Vehicles 0 -- 0 T -- edian Type Undivided T Channelized 0 0 Ines 1 2 0 1 2 0 onfiguration L T TR L T TR pstream Signal 0 1 linor Street Westbound Eastbound lovement 7 8 9 10 11 12 L T R L T R olume 19 0 20 13 1 48 Factor, PHF 0.50 0.50 0.50 0.73 0.73 0.73 allyour Flow Rate, HFR 38 0 40 17 1 66 ercent Heavy Vehicles 0 0 0 0 0 0 ercent Grade (%) 0 0 tared Approach N N torage 0 0 lT Channelized 0 0 anes 0 1 0 0 1 0 onfiguration LTR LTA ! Iela, Queuelhen..:.ghrarid Lev.el of'Sevce'1�?t ly a 7, pproach NB SB Westbound Eastbound 4ovement 1 4 7 8 9 10 11 12 .ane Configuration L L LTR LTR (vph) 24 25 78 84 ;(m)(vph) 477 300 64 165 /c 0.05 0.08 1.22 0.51 15% queue length 0.16 0.27 6.35 2.50 ,ontrol Delay 12.9 18.1 292.9 47.5 OS B C F E approach Delay -- -- 292.9 47.5 .pproach LOS -- F E �s Reserved *TM Version 4.1d Copyright © 2003 University of Florida, All Rights Reserved Version 4.1d TWO-WAY STOP CONTROL SUMMARY Genera! lnformatior `. ' ` Site:1nformation Analyst RPE/TAP Agency/Co. Nate Performed 09/15/2004 alysis Time Period PM Peak Intersection NE 27 Street & Biscayne Blvd Jurisdiction Analysis Year 2004 Peak Season Project Description Biscayne Condos East/West Street: NE 27th Street North/South Street: Biscayne Boulevard Intersection Orientation: North -South Study Period (hrs): 0.25 �- y�=-a. sue'=;4', �"" �r x z -mry <.� - - i� n5?F�t �"�o�� -rr T-�,'�p.� �, 3b r °' lie stag /oCume"iTi' Adjustments � .. } "" � `Y'-��'..� Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 8 1428 15 31 1073 14 Peak -Hour Factor, PHF 0.93 0.93 0.93 0.94 0.94 0.94 Hourly Flow Rate, HFR 8 1540 16 33 1142 14 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal 0 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 4 3 18 7 2 22 Peak -Hour Factor, PHF 0.86 0.86 0.86 0.63 0.63 0.63 Hourly Flow Rate, HFR 4 3 21 11 3 35 ercent Heavy Vehicles 0 0 0 0 0 0 ercent Grade (%) 0 0 Flared Approach N N Storage 0 , 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR aL�"YTR y' ,i 'i. �v.",� .Z'`:b; c'K ;.:,.. Sr ;t '613..' -. .':" j' U 6 * T.zsf.,,. i. • 'A=1 .. . 5 `'fi �"`, wv'SrS: a". Delay,yQue�ue.Length,�ancl'�Level..of Ser��lce -.r:: ��� � - n.s... ''�pn'--i� ,e,-'!:�.5. Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR v (vph) 8 33 28 49 C On) (vph) 612 431 188 217 vIc 0.01 0.08 0.15 0.23 95% queue length 0.04 0.25 0.51 0.84 Control Delay 11.0 14.0 27.5 26.4 LOS B B D D Approach Delay -- -- 27.5 26.4 Approach LOS - -- D D Rights jiggcs2oocirm 111, Version 4.1d Copyright O 2003 University of Florida, All Rights Reserved Version 4.1 d TWO-WAY STOP CONTROL SUMMARY le.neral 1nfot'mation =:Step In or matioll . RPE/TAP tfCo. ate Performed 09/15/2004 nalysis Time Period PM Peak NE 27 Street & Biscayne Blvd Jurisdiction Analysis Year 2007 without site roject Description Biscayne Condos ast/West Street: NE 27th Street North/South Street: Biscayne Boulevard tersection Orientation: North South Study Period (hrs): 0.25 ry i T i�, i �3�5..:� 1 r� � hi ehicle'Volurnes'and Adjustments �<. _�, ajor Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R plume 9 1623 15 32 1248 14 eak-Hour Factor, PHF 0.94 0.94 0.94 0.95 0.95 0.95 ourly Flow Rate, HFR 9 1726 15 33 1313 14 ercent Heavy Vehicles 0 -- 0 -- -- Iedian Type Undivided T Channelized 0 0 anes 1 2 0 1 2 0 onfiguration L T TR L T TR pstream Signal 0 1 linor Street Westbound Eastbound lovement 7 8 9 10 11 12 L T R L T R 'olume 4 3 18 8 2 23 Factor, PHF 0.87 0.87 0.87 0.64 0.64 f0.64 itiour Flow Rate, HFR 4 3 20 12 3 35 'ercent Heavy Vehicles 0 0 0 0 0 0 'ercent Grade (%) 0 0 dared Approach N N Itorage 0 0 IT Channelized 0 0 anes 0 1 0 0 1 0 ,onfiguration LTR LTR lelayT Qiue a Len''thrantl Leve! of�Serirlee , .pproach NB SBJ Westbound Eastbound /lovement 1 4 7 8 9 10 11 12 .ane Configuration L L LTR LTR ' (vph) 9 33 27 50 (m) (vph) 527 366 133 155 'Ic 0.02 0.09 0.20 0.32 I5% queue length 0.05 0.30 0.72 1.30 ;ontrol Delay 11.9 15.8 38.8 38.9 OS B C E E \pproach Delay -- -- 38.8 38.9 \pproach LOS -- -- E E s Reserved LbOTM Version 4.1 d Copyright © 2003 University of Florida, All Rights Reserved Version 4.1d TWO-WAY STOP CONTROL SUMMARY - s, ieneral "information �:. . , �E)i'CtiatlOn.." �Street p�;..,� Site lntion RPE/TAP Oa/Co. erformed 09/15/2004 nalysis Time Period PM Peak NE 27 intersection & Biscayne Blvd Jurisdiction Analysis Year 2007 with site roject Description Biscayne Condos ast'West Street: NE 27th Street North/South Street: Biscayne Boulevard itersection Orientation: North South Study Period (hrs): 0.25 Sv�Ts'. ol=evend_AdjUs men � -. '^'3��� `Ti'�S. r`�p. �y .� .TLF3��� Yl:.`L: ��:�. [ats Dicta 1 Street Northbound Southbound iovement 1 2 3 4 5 6 L T R L T R olume 9 1639 15 32 1261 14 eak-Hour Factor, PHF 0.94 0.94 0.94 0.95 0.95 0.95 ourly Flow Rate, HFR 9 1743 15 33 1327 14 ercent Heavy Vehicles 0 -- — 0 -- -- ledian Type Undivided T Channelized 0 0 anes 1 2 0 1 2 0 onfiguration L T TR L T TR Ipstream Signal 0 1 linor Street Westbound Eastbound 1overnent 7 8 9 10 11 12 L T R L T R 'olume 4 3 18 8 2 23 Factor, PHF 0.87 0.87 0.87 0.64 0.64 0.64 eiour Flow Rate, HFR 4 3 20 12 3 35 'ercent Heavy Vehicles 0 0 0 0 0 0 'ercent Grade (%) 0 0 tared Approach N N storage 0 0 3T Channelized 0 0 _anes 0 1 0 0 1 0 .;onfiguration LTR LTR _,.tip ., ,n. , ; : ire . „ � � -N.: ' �: r 1 � � f' .. a h,. � 5, .:. Jelay,,-Queue Lengt�,�a`nd Level of�Service .�,� �-'_ -� mw,,:4 kpproach NB SB Westbound Eastbound Jlovement 1 4 7 8 9 10 11 12 _ane Configuration L L LTR LTR r (vph) 9 33 27 50 (m) (vph) 521 361 129 151 do 0.02 0.09 0.21 0.33 )5% queue length 0.05 0.30 0.75 1.34 control Delay 12.0 16.0 40.1 40.2 OS B C E E .pproach Delay -- -- 40.1 40.2 approach LOS -- -- E E Reserved OTM Version 4.1 d Copyright © 2003 University of Florida, All Rights Reserved Version 4.1 d TWO-WAY STOP CONTROL SUMMARY leneral Information'`: Site lnformtion ,. , .. t REP/TAP S\ICo. )ate Performed 09/30/2004 knalysis Time Period PM Peak Intersection Jurisdiction Analysis Year NE 28th Street & Site Driveway 2007 full build -out Project Description Biscayne Condos :ast/West Street: NE 28th Street North/South Street: Site Driveway ltersection Orientation: East-West Study Period (hrs): 0.25 ._-tr ►ehicle,Votumes `andArllustments � .,:� -�-�� ...._... -.� Major Street Eastbound Westbound lovement 1 2 3 4 5 6 L T R L T R 'olume (veh/h) 0 38 27 0 16 0 Peak -hour factor, PI -IF 1.00 0.50 0.50 0.50 0.50 1.00 sourly Flow Rate (veh/h) 0 76 54 0 32 0 Proportion of heavy ehicles, PHv 0 0 Radian type Undivided IT Channelized? 0 0 .anes 0 1 0 0 1 0 configuration TR LT Jpstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Ape (veh/h) 24 0 0 0 0 0 Peak -hour factor, PHF 0.50 1.00 0.50 1.00 1.00 1.00 lourly Flow Rate (veh/h) 48 0 0 0 0 0 Proportion of heavy tehicles, PHv 0 0 0 0 0 0 Percent grade (%) 0 0 =fared approach N N Storage 0 0 RT Channelized? 0 0 0 0 0 0 0 0 _anes configuration LR SrW aZatDela Qufe_r en theLE� eoSeivi. e .�.��. v- 5, kppQach W Northbound Southbound Movement 1 4 7 8 9 10 11 12 _ane Configuration LT LR Volume, v (vph) 0 48 Capacity, cm (vph) 1468 917 de ratio 0.00 0.05 Queue length (95%) 0.00 0.17 Control Delay (s/veh) 7.5 9. 1 A A Oath delay (s/veh) -- -- 9.1 Approach LOS -- -- A -fCS2000T M Copyright 0 2003 Unive sity of Florida, Alt Rights Reserved Version 4. I :NG DATA OF NSG 75 61 ' 70 63 76 61 61 11061 99 1103 99 2 :101 P103 P 75 P 86 4101 P 98 P103 P101 P 0 59 90 82 61 59 90 84 82 90 30 FOR 2417 US G Y R EWP 1 4 1 18 1 4 1 16 1 4 1 18 1 4 1 18 1 4 1 18 4 4 1 17 4 4 1 17 1 4 1 20 1 4 1 14 1 4 1 17 1 4 1 18 1 4 1 20 1 4 1 14 1 4 1 15 1 4 1 17 1 4 1 14 1 4 1 14 1 & NE 29 ST Y R 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 "RETURN" TO CONTINUE A10 3 99 P 0 30 K 13 71 o 0 30 r 0 24 IN: 20 4 1 1 1 1 4 4 4 4 4 1 17 4 1 1 14 4 1 1 18 4 1 1 14 4 1 1 14 4 1 14 ER THE CONTROLLER NUMBER (/ = STOP) 8 ING DATA FOR 3598 US 1 & NE 33 ST OF NSG G Y EWP Y T 30 67 1 4 14 4 T 40 66 1 4 15 4 T 32 52 5 4 25 4 67 1 4 14 4 67 1 4 14 4 98 11 4 13 4 M 49 98 11 4 13 4 T 53 61 1 4 20 4 T 45 93 1 4 13 4 T 49 88 1 4 13 4 T 30 67 1 4 14 4 T 59 61 1 4 20 4 M 45 93 1 4 13 4 T 46 88 1 4 13 4 T 49 88 1 4 13 4 T 38 93 1 4 13 4 T 0 30 1 4 12 4 "RETURN" TO CONTINUE M 49 98 11 T 0 30 1 M 61 73 1 T 0 30 1 T 0 24 1 1IN: 20 4 13 4 4 12 4 4 18 4 4 12 4 4 12 4 12 PER THE CONTROLLER NUMBER • (/ = STOP) (SEC: 3 TYPE: S Y (SEC: 3 TYPE: S Y SA) M CYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 90MIANI ARENA 90MIAMI ARENA 130BEACH EGRESS 130BEACH INGRES 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 90EARLY NITE M 90AM PEAK MI 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 55DAWN M2 14/2 130TEST (NOON M 6 SSNITE M2 8/3 100MCARTHUR BLO 6 55LATE NIGHT 1 7 49RECALL TEST SA) M CYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 130BEACH EGRESS 130BEACH INGRES 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 90EARLY NITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 51OAWN rig 14/2 130TEST (NOON M 6 51NITE M2 8/3 100MCARTHUR BLO 6 51LATE NIGHT 1 7 45RECALL TEST • • • APPENDIX C ITE TRIP GENERATION • • Summary of Trip Generation Calculation For 94 Dwelling Units of High -Rise Residential Condo / Townhouse September 15, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 4.18 2.08 1.00 393 7-9 AM Peak Hour Enter 0.06 0.00 1.00 6 7-9 AM Peak Hour Exit 0.28 0.00 1.00 26 7-9 AM Peak Hour Total 0.34 0.59 1.00 32 4-6 PM Peak Hour Enter 0.24 0.00 1.00 23 4-6 PM Peak Hour Exit 0.14 0.00 1.00 13 4-6 PM Peak Hour Total 0.38 0.62 1.00 36 AM Pk Hr, Generator, Enter 0.06 0.00 1.00 6 AM Pk Hr, Generator, Exit 0.28 0.00 1.00 26 AM Pk Hr, Generator, Total 0.34 0.59 1.00 32 PM Pk Hr, Generator, Enter 0.26 0.00 1.00 24 PM Pk Hr, Generator, Exit 0.12 0.00 1.00 11 PM Pk Hr, Generator, Total 0.38 0.62 1.00 36 Saturday 2-Way Volume 4.31 2.11 1.00 405 Saturday Peak Hour Enter 0.15 0.00 1.00 14 Saturday Peak Hour Exit 0.20 0.00 1.00 19 Saturday Peak Hour Total 0.35 0.59 1.00 33 Sunday 2-Way Volume 3.43 1.88 1.00 322 Sunday Peak Hour Enter 0.16 0.00 1.00 15 Sunday Peak Hour Exit 0.14 0.00 1.00 13 Sunday Peak Hour Total 0.30 0.55 1.00 28 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Summary of Trip Generation Calculation For 5.310 Th.Gr.Sq.Ft. of General Office Building September 15, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 11.01 6.13 1.00 58 7-9 AM Peak Hour Enter 1.36 0.00 1.00 7 7-9 AM Peak Hour Exit 0.19 0.00 1.00 1 7-9 AM Peak Hour Total 1.55 1.39 1.00 8 4-6 PM Peak Hour Enter 0.25 0.00 1.00 1 4-6 PM Peak Hour Exit 1.24 0.00 1.00 7 4-6 PM Peak Hour Total 1.49 1.37 1.00 8 AM Pk Hr, Generator, Enter 1.36 0.00 1.00 7 AM Pk Hr, Generator, Exit 0.19 0.00 1.00 1 AM Pk Hr, Generator, Total 1.55 1.39 1.00 8 PM Pk Hr, Generator, Enter 0.25 0.00 1.00 1 PM Pk Hr, Generator, Exit 1.24 0.00 1.00 7 PM Pk Hr, Generator, Total 1.49 1.37 1.00 8 Saturday 2-Way Volume 2.37 2.08 1.00 13 Saturday Peak Hour Enter 0.22 0.00 1.00 1 Saturday Peak Hour Exit 0.19 0.00 1,00 1 Saturday Peak Hour Total 0.41 0.68 1.00 2 Sunday 2-Way Volume 0.98 1.29 1.00 5 Sunday Peak Hour Enter 0.08 0.00 1.00 0 Sunday Peak Hour Exit 0.06 0.00 1.00 0 Sunday Peak Hour Total 0.14 0.38 1.00 1 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY NICROTRANS • • • • Summary of Trip Generation Calculation For 2.5 T.G.L.A. of Specialty Retail Center September 15, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 44.32 15.52 1.00 111 7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0 4-6 PM Peak Hour Enter 1.19 0.00 1.00 3 4-6 PM Peak Hour Exit 1.52 0.00 1.00 4 4-6 PM Peak Hour Total 2.71 1.83 1.00 7 AM Pk Hr, Generator, Enter 3.28 0.00 1.00 8 AM Pk Hr, Generator, Exit 3.56 0.00 1.00 9 AM Pk Hr, Generator, Total 6.84 3.55 1.00 17 PM Pk Hr, Generator, Enter 2.81 0.00 1.00 7 PM Pk Hr, Generator, Exit 2.21 0.00 1.00 6 PM Pk Hr, Generator, Total 5.02 2.31 1.00 13 Saturday 2-Way Volume 42.04 13.97 1.00 105 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2-Way Volume 20.43 10.27 1.00 51 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.0❑ 0.00 1.00 0 Sunday Peak Hour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS • APPENDIX D FDOT SEASONAL FACTORS • • 'rint Date: Junl21/2004 Florida Department of Transportation Transportation Statistics Office 2003 Peak Season Factor Category Report 41AMT-DADE NORTH ory: 8700 Week Dates SF PSCF 1 01/01/2003 - 01/04/2003 1.01 1.02 2 01/05/2003 - 01/11/2003 1.01 1.02 3 01/12/2003 - 01/18/2003 1.02 1.03 4 01/19/2003 - 01/25/2003 1.01 1.02 5 01/26/2003 - 02/01/2003 1.00 1.01 6 02/02/2003 - 02/08/2003 0.99 1.00 rep, -.:! 4.J,�'"'.z:: ----- * 7 02/09/2003 - 02/15/2003 0.98 0.99 * 8 02/16/2003 - 02/22/2003 0.99 1.00 * 9 02/23/2003 - 03/01/2003 0.99 1.00 * 10 03/02/2003 - 03/08/2003 0.99 1.00 * 11 03/09/2003 - 03/15/2003 1.00 1.01 * 12 03/16/2003 - 03/22/2003 0.99 1.00 * 13 03/23/2003 - 03/29/2003 0.99 1.00 * 14 03/30/2003 - 04/05/2003 0.99 1.00 * 15 04/06/2003 - 04/12/2003 0.99 1.00 * 16 04/13/2003 - 04/19/2003 0.99 1.00 * 17 04/20/2003 - 04/26/2003 0.99 1.00 * 18 04/27/2003 - 05/03/2003 0.99 1.00 * 19 05/04/2003 - 05/10/2003 0.99 1.00 20 05/11/2003 - 05/17/2003 0.99 1.00 21 05/18/2003 - 05/24/2003 0.99 1.00 22 05/25/2003 - 05/31/2003 0.99 1.00 23 06/01/2003 - 06/07/2003 0.99 1.00 24 06/08/2003 - 06/14/2003 1.00 1.01 25 06/15/2003 - 06/21/2003 1.00 1.0I 26 06/22/2003 - 06/28/2003 1.00 1.01 • 27 06/29/2003 - 07/0512003 1.00 1.01 28 07/06/2003 - 07/12/2003 1.01 1.02 29 07/13/2003 - 07/19/2003 1.01 1.02 30 07/20/2003 - 07/26/2003 1.01 1.02 31 07/27/2003 - 08/02/2003 1.02 1.03 32 03/03/2003 - 08/09/2003 1.02 1.03 33 08/ 10/2003 - 08/16/2003 1.02 1.03 34 08/17/2003 - 08/23/2003 1.02 1.03 35 08/24/2003 - 08/30/2003 1.02 1.03 "14 6./��./ -_ --- .}.. 36 08/31/2003 - 09/06/2003 1.02 1.03 37 09/07/2003 - 09/13/2003 1.01 1.02 38 09/14/2003 - 09/20/2003 1.01 1.02 39 09/21/2003 - 09/27/2003 1.01 1.02 40 09/28/2003 - 10/04/2003 1.01 1.02 41 10/05/2003 - 10/11/2003 1.01 1.02 42 10/12/2003 - 10/18/2003 1.00 1,01 43 10/19/2003 - 10/25/2003 1.00 1.01 44 10/26/2003 - 11/01/2003 1.01 1.02 45 11/02/2003 - 11/08/2003 1.01 1.02 46 11/09/2003 - 11/15/2003 1.01 1.02 47 11/16/2003 - 11/22/2003 1.01 1.02 48 11/23/2003 - 11/29/2003 1.01 1.02 49 11/30/2003 - 12/06/2003 1.01 1.02 50 12/07/2003 - 12/13/2003 1.01 1.02 51 12/14/2003 - 12/20/2003 1.01 1.02 • 52 12/21/2003 - 12/27/2003 1.01 1.02 53 12/28/2003 - 12/31/2003 1.02 1.03 MOCF" = 0.99 Note: "*" indicates peak season week Page 1 Print Date: September 14, 2004 Florida Department of Transportatio❑ Transportation Statistics Office 2003 Ilistorical AADT Report County: 87 - DADE • 5058 Description: SR 5/US-1, 200' N NE 29 ST Year AADT Direction 1 Direction 2 2003 C 37,500 N 18,000 S 19,500 2002 C 38,500 N 19,000 S 19,500 2001 C 39,000 N 19,000 S 20,000 2000 C 42,500 N 23,000 S 19,500 1999 C 38,000 N 18,500 S 19,500 1998 C 41,000 N 21,500 S 19,500 1997 C 35,000 N 17,500 S 17,500 1996 C 39,500 N 23,500 S 16,000 1995 C 30,500 N 14,500 S 16,000 1994 C 35,500 N 17,000 S 18,500 1993 C 39,000 N 20,000 S 19,000 1992 C 35,500 N 0 S 0 1991 33,470 N 0 S 0 1990 31,754 N 0 S 0 1989 32,594 N 0 S 0 1988 31,272 N 0 S 0 1987 32,181 N 0 S 0 1986 36,425 N 0 S 0 1985 36,854 N 0 S 0 1976 29,670 N 0 S 0 • • AADT Flags: C = Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T Third Year Est; X = Unknown Page 1 • APPENDIX E BUS SCHEDULES • o • Route 3 [&I WHEELCHAIR ACCESSI3L.E • NE L. NE 163 St 2 163 St Mall NE 199 St NE 172 St ZNE171St 67 St Government Center Metrorail Station Flagler St W a; Ifh ¢ sx� SW/SE 1 St DOWNTOWN BUS TERMINAL DIPLOMAT MALL 111 II-- Wal-Mart as 0? Hallandale Beach Blvd 192 St Cswy MEW M i i i i Aventura Blvd .4Acrs AVLNTURA MALL i II i North Map not to scale 9/02 Schedule M 1 A M T- D A R E Us ng Our Site Cpntact,.iJs "......... Privacy.Statement TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891.3131 ITY Users (for deaf/hard of hearing): 305.654-6530 Monday -Friday, 6 a.m. to 10 p.rn. Weekends, 9 a.m. to 5 p.m. www"miamidade.gov ROUTE 3 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBI Bus Tet� ina D 0/6 � wf _ P r iSG e t s. ■ e ii. - 1II t ! 05:15AM 05:22AM 05:29AM 05:38AM 05:48AM 05:57AM 06:05AM 06:21AM 06:26AM 06:34AM 106:41AM 05:30AM 05:37AM 05:44AM 05:53AM 06:04AM 06:13AM 06:21AM 06:37AM 06:42AM 06:50AM 06:57AM 05:45AMj[ 05:52AM j 05:59AM 06:09AM 06:20AM 06:29AM 06:37AM 06:53AM 06:58AM 07:07AM 07:15AM 06:00AM E E 06:09AM 06:17AM 06:27AM 06:38AM 06:47AM [06:55AM 07:14AM 07:20AM 07:29AM 07:37AM r06:25AM 06:34AM 06:42AM 1 06:52AM 07:05AM 07:15AM 07:25AM 07:44AM 07:50AM 07:59AM 08:08AM 06:40AM 06:49AM 06:57AM 07:08AM 07:21AM 07:31AM 07:41 AM 08:00AM` 08:06AM 08:16AM 08:25AM] 07:42AM 07:52AM 08:11AM 08:17AM 08:27AM 08:36AM I : 07:08AM [r 07:19AM 07:32AM 07:00AM i 07:10AM 07:19AM [ [ 07:30AM € 07:43AM 07:53AM 08:03AM 08:22AM 08:28AM 08:38AM 08:47AM 07:20AM 07:30AM 07:39AM F 07:50AM r08:04AM 08:15AM 108:25AM 08:44AM 08:50AM 09:00AM 09:09AM '07:40AM1 07:50AM l 07:59AM 1 08:10AM 08:24AM [ 08:35AM 08:45AM 09:04AM 09:10AM 09:20AM 09:29AM 08:00AM11 08:10AM 08:19AM 1 08:30AM 08:44AM 08:55AM 09:05AM 09:24AM1 09:30AM 09:40AM 09:49AM 08:20AM 08:30AM 08:39AM 08:50AM 09:04AM 09:15AM 09:25AM 09:44AM 09:50AM 10:00AM 10:09AM 08:40AM 08:50AM 08:59AM 09:10AM 09:24AM 09:35AM 09:45AM 10:04AM 10:10AM 10:20AM 10:29AM 09:56AM 10:06AM 10:25AM 10:31 AM 10:41AM 10:50AM 09:00AMjI 09:11AM 09:20AM 09:31AM 09:45AM If 11 1I 11 II r 1 Il 11 11 1 • �EMII 09:31AM 09:40AM 11 09:51AM 11 10:05AM [ 10:17AM 10:OOAM 10:11AM 10:25AM 10:37AM 7AM 1110:46AM 47AM 11:06AM 1 1 0:52AM 11 1 1 :UGHM II I I: I t/ v1I 11:12AM 1:22AM 11:31AM • 4� AMIi 09:51AM 10:OOAM [ 10:11AM 10:20AM 10:31AM 10:20AM r10:31AM 10:40AM 10:51AM 0:40AM f 10:51AM 11:01AM 11:12A 11:OOAM 11:20AM 11:40AM 112:OOP M 12:20PMM 12:40PM 01:OOPM 11:11AM 11:31AM 01:20PM 01:40PM 11:51AM 02:OOPM 02:20PM 12:11 PM 12:31 PM 02:40PM 12:51 PM 11:21AM 01:11PM 03:00PM 03:20PM 01:31PM 11:41AM 01:51PM 02:11PM 12:01 P 12:21PM 12:41PM 02:31 PM 02:51 PM 01:01 PM 11:32AM 01:21PM 01:41PM 11:52AM 10:45AM 12:13PM 02:01 PM 03:40PM, 04:OOPM 04:20PM, 04:40PM 03:13PM 05:00PM 05:20PM 03:33PM 03:53PM 05:40PM 04:13PM 11:05AM 12:33PM 02:21 PM 02:41PM 04:33PM 04:53PM 06:00PM 06:20PMI 12:53PM 01:13PM 03:02PM 05:13PM 06:40PM l 07:00PM 07:30 P M 11:26AM 10:57AM 11:46AM 01:33PM 03:24PM 03:44PM 05:33PM 12:06PM 01:53PM 02:13PM 04:04PM 05:53PM 08:00PM 08:30PM 06:11PM 04:24PM 12:27PM 12:47PM L 01:07PM 02:33PM 04:44PM 06:31PM 02:53PM 03:15PM 05:04PM 01:27PM 11:17AM 11:38AM 11:58AM 01:47PM 03:37PM 03:57PM 05:24PM 06:51 PM [09:OOPM1 10:OOPM 11:10PM 07:10PM 07:40PM 05:44PM 02:08PM 04:17PM 06:04PM 12:18PM 12:39PM 12:59PM 02:28PM 02:48PM 04:37PM 04:57PM 06:21 PM 03:08PM 05:17PM 06:41PM 08:08PM I 08:38PM 09:08PM 07:01 PM 10:08PM 11:18PM 03:30PM 01:19PM 11:07AM 11:27AM 11:48AM 12:08PM 12:28PM 12:49PM 01:39PM 01:59PM 03:52PM 05:37PM 07:18PM 04:12PM 02:20PM 1 02:40PM 03:00PM 04:32PM 1 05:57PM 04:52PM 06:15PM 07:48PM 08:15PM 06:32PM 08:45PM 05:12PM 06:52PM 09:15PM 10:15PM II 03:20PM 01:09PM 11:26AM 11:46AM 01:29PM 12:07PM 01:49PM 03:42PM 05:32PM 04:04PM 05:52PM 07:11 PM 07:28PM 11:25PM 11 02:10PM 12:27PM 02:31 PM 04:24PM 04:44PM 06:12PM 07:58PM 12:47PM 01:08PM 02:51PM 03:11PM 11:32AM 01:28PM 03:31 PM 105:04PM j 05:24PM 06:28PM 06:45PM 08:25PM 08:55PM 03:53PM 11:52AM 01:48PM 02:08PM 04:16PM 12:13PM 12:33PM 02:29PM 12:53PM 02:50PM 04:36PM 05:44PM 1 06:04PM 07:05PM J 07:23PM 07:40PM 06:23PM 08:10PM 04:56PM 03:10PM 05:16PM 06:39PM 08:36PM 09:25PM 10:25PM 11:34PM 11 09:06PM 11:42AM 01:14PM 01:34PM 03:30PM 03:50PM 05:36PM 06:56PM 07:14PM 09:36PM 05:56PM 07:32PM 10:36PM 11:44 P M 04:12PM 01:54PM 12:02PM 12:23PM 02:15PM 02:36PM 04:35PM 04:55PM 06:14PM 06:33PM 07:49PM 12:43PM 01:03PM 02:57PM 05:15PM 06:49PM 08:19PM 08:45PM 03:17PM 01:24PM 01:44PM 11:51AM 12:12PM 02:04PM 03:37PM 05:35PM 05:55PM 03:57PM 04:19PM 12:33PM 02:25PM 02:46PM 04:42PM '06:15PM' 07:06PM 09:15PM 07:23PM 07:41PM 09:45PM 10:45PM If 11:53PM 07:58PM 06:32PM 12:53PM 01:13PM 03:07PM 01:34PM 03:27PM 05:02PM 06:51 PM 08:27PM 05:22PM 03:47PM 05:42PM 07:07PM 08:53PM 07:22PM 09:23PM 06:02PM 07:39PM 09:53PM 10:53PM 01:54PM 02:14PM 04:07PM 04:29PM 06:21 PM 02:35PM 04:52PM 06:38PM 07:57PM 08:14PM 11:59PM 02:56PM 03:18PM1 05:12PM 05:32PM 06:57PM 08:42PM 07:13PM 09:08PM 03:38PM 03:58PM 05:52PM 07:28PM 04:18PM 06:11PM 04:40PM 06:30PM 07:45PM 09:38PM 10:08PM 06:47PM 08:03PM 11:08PM 08:20PM 12:13AM 05:03PM 05:23PM 07:06PM 08:48PM 05:43PM 06:03PM 07:21 PM 06:21 PM 07:36PM 09:14PM 09:44PM 07:53PM 10:14PM 06:40PM 08:11PM 06:57PM 08:28PM 11:13PM 12:18AM if 07:14PM 07:29PM 08:56PM 09:22PM 07:44PM 09:52PM 08:01 PM 08:18PM 08:35PM 09:03PM 10:22PM 11:20PM 12:25AM 1 09:29PM 09:59PM 10:29PM 11:26PM 12:31 AM 12:18AM II 12:25AM JI 12:34AM II 12:44AM II 12:53AM 59AM 01 :1 JAM]I U1 :1 t3AM II uI:LO/M 1 i1u i :i i /k1v1 01:53AM :59AM 01:18AM 01:25AM 01:34AM 01:44A M 02:13AM • 02:10AM 03:10AM 04:10AM 02:18AM 03:17AM 04:17AM 02:25AM 03:24AM 04:24AM 02:34AM 03:33AM 04:33AM 02:44AM 03:43AM 04:43AM 02:53AM 03:52AM 04:52AM CLOSE WINDOW 02:59AM 03:58AM 04:58AM 03:13AM 04:12AM 05:12AM Schedule TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deal/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.rn. Weekends, 9 a.m. to 5 p.m. www.miarnidade.gov ROUTE 3 SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND Using Our Site Contact Us Privacy Statement G C Val"- I"r V' ., _ i. otthy- �.,. 'wig 6 ..✓ !sea 3 Sj ,� ♦. Sr r 4-r`s; • 13y�Fg1ae • 04:29AM 04:42AM 04:47AM 04:54AM 05:06AM 05:14AM 05:20AM 05:28AM , , L• : 1 05:20AM 05:25AM 05:32AM 05:44AM 05:52AM 05:58AM 06:08AM : 05:21AML 05:34AM 05:39AM 05:46AM 06:00AM 06:11AM 06:18AM 06:28AM , 05:20AM 05:27AM 05:34AM 05:40AM€ 05:53AM 05:58AM 06:06AM 06:20AM [ 06:31 AM 06:38AM 06:48AM : 05:57AM 06:11AM 06:17AM 06:25AM 06:39AM 06:50AM 06:57AM [07:08AM 05:52AM• 05:59AM 06:07AM 06:15AM 06:29AM 06:35AM 06:43AM L 06:57AM 07:09AM 07:17AM 07:28AM : 06:31 AM 06:45AM 06:51 AM 06:59AM r 07:17AM 07:29AM 07:37AM 07:48AM 06:20AM 06:49AM 06:57AM 07:05AM 07:23AM 07:30AM 07:39AM 07:57AM 08:09AM 08:17AM 08:28AM1 06:59AM 07:08AM 07:17AM 07:25AM1 07:43AM 07:50AM 07:59AM 08:17AM 08:29AM 08:37AM 08:48AM 07:16AM 07:25AM 07:34AM 07:42AMi 08:O1AM 08:09AM 08:18AM 08:36AM 08:48AM 08:56AM [09:08AM 07:36AM 07:45AM 07:54AM 08:02AM j 08:21 AM 08:29AM 08:38AM 08:56AM 09:08AM 09:16AM 09:28AM , € 07:57AM 08:06AM 08:15AM 08:23AM1 08:42AM 08:50AM 08:59AM 09:17AM 09:28AM 09:36AM 09:48AM 08:15AM 08:24AM 08:33AM 08:41 AM 09:01 AM 09:09AM 09:19AM 09:37AM 09:48AM 09:56AM 10:08AM II II 1 1 Il 1 11 l I . Route 16 WHEELCHAIR ACCESSIBLE • Government Center Metrorail Station Downtown Bus Terminal • North Miami Miami Shores El Portal NE 167St 163 Street w �1 Mall z NE 163 St Biscayne Park t 4.6 <b\5 2 NE17Terr `a 15 St- - „ _. m w ca OMNI fl ca m Bus - Terminal cn w Q? �NE 14 St SW/SE 1 St North Miami Beach NE 123 St North Map not to scale Transit Search` m fimidade.gov Schedule M I A TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 16 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND 05:35AM 06:10AM 06:30AM 06:50AM 07:10AM 07:30AM [07:50AM 08:10AM 08:30AM 05:42AM 06:19AM 06:39AM 06:59AM 07:20AM 07:40AM 08:50AM 09:10AM 1 09:30AM 09:50AM 108:00AM 08:20AM 05:49AM 08:40AM 09:01 AM 06:27AM 06:47AM 09:21 AM 09:41AM 10:01AM 07:08AM 07:29AM 07:49AM 08:09AM 08:29AM 05:58AM 06:37AM 08:49AM 09:10AM 09:30AM 06:57AM 07:19AM 09:50AM 10:10AM 07:40AM 08:00AM 08:20AM 08:40AM 06:09AM 06:48AM 09:OOAM 09:21AM 07:09AM 09:41AM 07:31AM 07:52AM 10:01AM 10:21AM 08:12AM 06:29AM 08:32AM 08:52AM 09:11 AM 07:10AM 07:31 AM 09:32AM 09:52AM 10:12AM 07:53AM 08:14AM 08:34AM 1 08:54AM 10:32AM 09:14AM 09:31AM 09:52AM 10:12AM 10:32AM 10:52AM Using Our Site Contact Us Privacy Statement • • 10:10AM 10:21AM 10:30AM j 10:41 10:52AM I111:13AM 1 10:30AM - 10:41AM 10:50AM ' 11:01A 11:12AM 11:33AM 10:50AM 11:01AM 11:11AM 11:22AM 11:33AM Li 1:54AM 11:10AM 11:21AM 11:31AM 11:42AM 11:53AM 12:14PM 11:30AM 1 11:41AM 11:51AM 12:03PM 12:14PM 12:35PM 1 :50AM 12:01PM 12:11PM 1 12:23PM 12:34PM 12:55PM 12:10PM 12:21PM 12:31PM 12:43PM , 12:54PM 01:16PM 12:30PM 12:41PM 12:51PM 01:03PM 01:14PM 01:36PM 12:50PM 01:01PM 01:11PM 01:23PM 01:34PM 01:56PM [01:10PM 01:21PM 01:31PM 01:43PM 01:54PM 02:17PM 01:30PM 01:41PM 01:51PM 1 02:03PM 02:15PM 02:38PM 01:50PM 02:01PM 02:11PM 02:23PM 02:35PM r02:58PM 02:10PM 02:21PM 02:31PM 02:43PM ' 02:55PM 03:18PM 02:30PM, 02:41PM 02:51PM 03:04PM 03:17PM 03:40PM 02:50PM 03:03PM 03:14PM 03:27PM 03:40PM 04:03PM 03:10PM 03:23PM [03:34PM 03:47PM 04:00PM 04:23PM 03:30PM 03:43PM 03:54PM 04:07PM 04:20PM 04:43PM 03:50PM 04:03PM 04:14PM 04:27PM 04:40PM ' 05:03PM 04:10PM 04:23PM 04:34PM 04:47PM 05:00PM 05:23PM 104:30PM 04:43PM 04:54PM 05:07PM 05:20PM 05:43PM 04:50PM 05:03PM 05:14PM 05:27PM [05:40PM 06:03PM 05:10PM 05:23PM 05:34PM 05:47PM 06:00PM 06:21PM 05:30PM 05:43PM 05:54PM 06:07PM 06:19PM 06:40PM 05:50PM 06:03PM 06:13PM 06:24PM 06:36PM 06:57PM 06:10PM 06:21PM 06:31PM Il 06:42PM 06:54PM 07:15PM 06:30PM 06:41PM 06:51PM 07:02PM 07:14PM 07:34PM 06:50PM 07:01PM 07:09PM 07:19PM 07:31PM 07:51PM 07:15PM 07:25PM 07:33PM [07:43PM 07:55PM [08:15PM 07:45PM 07:55PM 08:03PM 08:13PM 08:24PM 08:40PM 08:15PM 08:23PM 08:30PM 08:40PM 08:51PM 09:07PM [08:45PM 08:53PM 09:00PM 1 09:10PM j 09:21PM 09:37PM 09:30PM 09:38PM 09:45PM 09:55PM 10:06PM 10:22PM 10:20PM 10:28PM 10:35PM 10:45PM 10:56PM 11: 2PM CLOSE WINDOW • Schedule A D E Usirg Our Site Contact Us Prv+acy.Staternent TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaflhard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m, Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 16 SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND 7.xb 05:12AM 05:26AM 05:36AM 05:44AM 05:50AM 05:58AM [05:31 AM 05:45AM 1 05:55AM 06:06AM 1 06:13AM 06:23AM 05:44AM 05:58AM 06:10AM 06:21AM 06:28AM 06:38AM 05:59AM 06:18AM 06:30AM 06:41AM 06:48AM 06:58AM 06:17AM 06:36AM 06:48AM 06:59AM 07:07AM 07:18AM I06:35AM 06:54AM 07:07AM [ 07:19AM 07:27AM ] 07:38AM 06:51 AM 07:14AM 07:27AM 07:39AM 07:47AM 07:58AM 07:11 AM 07:34AM 07:47AM 07:59AM 08:07AM 08:18AM [07:29AM 07:52AM 08:07AM 08:19AM 08:27AM [08:38AM 07:49AM 08:12AM 08:27AM 08:39AM 08:47AM 08:58AM 08:O8AM 1 08:31 AM 08:46AM 08:58AM 09:06AM 09:18AM 08:29AM 08:52AM 09:07AM 09:18AM 09:26AM 09:38AM 08:51AM 09:14AM 09:27AM f 09:38AM 09:46AM 09:58AM 10:06AM 10:18AM r09:13AM 09:34AM 09:47AM 09:58AM I Jl II lr E IC • • 09:33AM 1109:54AM I 10:07AM I 10:18 10:2tFAIV1 111U:MAMI 09:53AM 10:14AM 10:27AM 10:38 10:46AM 10:58AM 10:13AM 10:34AM 10:47AM 10:58AM 11:06AM 11:18AM 10:33AM 10:54AM 11:07AM 11:18AM 11:26AM 11:38AM 10:53AM 11:14AM 11:27AM 11:38AM 11:46AM 11:58AM 11:13AM 11:34AM 11:47AM 11:58AM 12:06PM 12:18PM 11:33AM 11:54AM 12:07PM 12:18PM 12:26PM 12:38PM , 11:53AM 12:14PM . 12:27PM 12:38PM 12:46PM 12:58PM ' 12:13PM 12:34PM 12:47PM 12:58PM 01:06PM 01:18PM 12:33PM 12:54PM 0 :07PM , 01:18PM 0 :26PM 01:38PM 12:52PM 01:14PM 01:27PM 01:38PM 0 :46PM 01:58PM 01:12PM 01:34PM 01:47PM 01:58PM [ 02:06PM 02:18PM 01:32PM 01:54PM 02:07PM 02:18PM 02:26PM 02:38PM 01:50PM 02:14PM 02:27PM 02:38PM 02:46PM 02:58PM 02:10PM ' 02:34PM 02:47PM 02:58PM ' 03:06PM 03:18PM 02:31PM 02:55PM 03:08PM , 03:18PM 03:26PM 03:38PM 02:51PM 03:15PM 03:28PM 03:38PM 03:46PM 03:58PM 03:11PM 03:35PM 03:48PM 03:58PM 04:06PM 04:18PM 03:31PM 03:55PM 04:O8PM 04:18PM 04:26PM 04:38PM 03:51PM 04:15PM 04:28PM 04:38PM 04:46PM 04:58PM 04:11PM 04:35PM 04:48PM 04:58PM 05:06PM 05:18PM 04:31PM 04:55PM 05:08PM 05:18PM 05:26PM 05:38PM 04:51PM 05:15PM 05:28PM 05:38PM 05:46PM 05:58PM 05:11PM 05:35PM 05:48PM 05:58PM 06:06PM 06:18PM 05:32PM 05:56PM 06:09PM 06:19PM 06:26PM 06:38PM 05:53PM 06:17PM 06:29PM 06:39PM 06:46PM 06:58PM 06:29PM 06:50PM 07:02PM 07:11PM 07:18PM 07:28PM 07:04PM 07:21PM] 07:32PM 7 07:41PM 07:48PM 07:58PM 07:35PM 07:52PM 08:03PM 08:12PM 08:19PM 08:28PM 08:07PM 08:22PM 08:33PM 08:42PM 08:49PM 08:58PM 09:27PM I109:42PM 09:53PM 10:02PM 10:09PM 10:18PM CLOSE WINDOW • • Transit_ Search f itimida Schedule M 1 A M 1- D A D E TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-B91.3131 TTY Users (for deaf hard of hearing): 305-654-6530 Monday -Friday, 6 a,m. to 10 p.m. Weekends, 9 a.m. to 5 p.rn. www.miamidade.gov ROUTE 3 SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND Using.Our Site Contact Lis Privacy Statement -• r. 0 . l c T.'y'45... QYIt F e r;: "V . [Sect � t R ♦ t \ W a $ ,,, I : • : 04:29AM 04:42AM 04:47AM 04:54AM 05:06AM 05:14AM 05:20AM 05:28AM : . : 05:20AM 05:25AM 05:32AM 05:44AM 05:52AM 05:58AM 06:08AM . ' 05:21AM 05:34AM 05:39AM 105:46AM 06:00AM [ 06:11 AM 06:18AM 06:28AM 05:20AM 05:27AM 05:34AM 05:40AM 05:53AM 05:58AM 06:06AM 06:20AM 06:31AM 06:38AM 06:48AM] : : 05:57AM 06:11 AM 06:17AM 06:25AM 06:39AM 06:50AM 06:57AM 07:08AM 05:52AM 05:59AM 06:07AM 06:15AM 06:29AM 06:35AM 06:43AM 06:57AM 07:09AM 07:17AM 07:28AM : : : ,06:31 AM 06:45AM 06:51AM 06:59AM 07:17AM 07:29AM 07:37AM 07:48AM 06:20AM 06:29AM 06:37AM 06:45AM 07:03AM 07:10AM 07:19AM 07:37AM 07:49AM 07:57AM 08:08AM 06:40AM 06:49AM 06:57AM 07:05AM 07:23AM 07:30AM 07:39AM 07:57AM 08:09AM 08:17AM 08:28AM 06:59AM 07:08AM 07:17AM [07:25AM 07:43AM 07:50AM 07:59AM 08:17AM 08:29AM 08:37AM 08:48AM 07:16AM 07:25AM 07:34AM 07:42AM 08:01 AM 08:09AM 08:18AM 08:36AM 08:48AM 08:56AM 09:08AM 07:36AM 07:45AM 07:54AM 08:02AM 08:21 AM 08:29AM 08:38AM 08:56AM 1 09:08AM 09:16AM 09:28AM € 07:57AM 08:06AM 08:15AM 08:23AM 08:42AM 08:50AM 08:59AM 09:17AM 09:28AM 09:36AM 09:48AM '08: 5AM 08:24AM 08:33AM 08:41 AM 09:01 AM 09:09AM 09:17M 09:37AM 09:48AM 1 09:56AM 10:08AM 108:35AM 08:44AM 08:53AM 09:01 AM 09:21 AM 09:29AM 09:39AM 09:57AM 10:08AM 1 O:16AM 10:28AM 08:54AM 09:05AM 09:14AM 09:22AM 09:42AM 09:50AM 10:00AM 10:17AM 1O:28AM 10:36AM 10:48AM 09:14AM [ 09:25AM 09:34AM 09:42AM 10:02AM 1 10:1 OAM 10:20AM 10:37AM 10:48AM 10:56AM 11:O8AMf 09:33AM 09:44AM 09:53AM 10:02AM 10:22AM 10:30AM 10:40AM 1 O:57AM L 11:O8AM 11:16AM 11:28AM 09:53AM [ 10:04AM 1O:13AM 10:22AM 10:42AM 10:50AM 11:OOAM 11:17AM W 11:28AM 11:36AM 11:48AM 10:13AM 10:24AM 10:33AM 1O:42AMI 11:02AM 11:10AM 11:20AM 11:37AM 11:48AM 11:56AM 12:08PM 10:33AM, 10:44AM 10:53AM 11:02AM 11:22AM 11:30AM € 11:4OAM 11:57AM 12:08PM 12:16PM 12:28PM 10:52AM 11:03AM 11:13AM 11:22AM 11:42AM 11:50AM 12:OOPM L 12:17PM 1 12:28PMM 12:36PM 12:48PM 11:12AM 11:23AM 11:33AM 11:42AM r12:02PM 12:10PM 12:20PM 12:37PM 12:48PM 12:56PM [01:08PM 11:32AM 11:43AM 11:53AM 12:O2PM 12:22PM 12:30PM 12:40PM 12:57PM € 01:08PM 01:16PM 01:28PM 11:51AM 12:03PM 12:13PM 12:22PM 12:42PM 12:50PM 01:OOPM 01:17PM r01:28PM 01:36PM 01:48PM 12:11 PM 12:23PM 12:33PM , 12:42PM 01:02PM 01:10PM 01:20PM 01:37PM 01:48PM 01:56PM 02:08PM 12:31 PM 12:43PM 12:53PM 01:02PM 01:22PM 01:30PM 01:40PM 01:57PM 02:O8PM 02:16PM 02:28PM 12:51PM 01:03PM 01:13PM 01:22PM 01:42PM 01:50PM 02:OOPM 02:17PM 02:28PM 02:36PM 02:48PM 01:11 PM 01:23PM 01:33PM 01:42PM 02:02PM 02:10PM 02:20PM , 02:37PM 02:48PM 02:56PM 03:08PM 01:31 PM 01:43PM 01:53PM 02:02PM 02:22PM 02:30PM 02:40PM 02:57PM 03:08PM 03:16PM [03:28PM ` 01:52AM 02:04AM 02:14AM 02:23AM 02:43AM 02:51AM 03:01AM 03:18AM 03:28AM 03:36AM 03:48AM ' 02:11 PM 02:23PM 02:33PM 02:42PM 03:03PM 03:11 PM 03:21 PM 03:38PM 03:48PM 03:56PM 04:08PM] 02:30PM 02:42PM 02:52PM 03:02PM 03:23PM 03:31 PM 03:41 PM 03:58PM 04:08PM 1 04:16PM 04:28PM 02:47PM 03:OOPM 03:12PM 03:22PM 03:43PM 03:51PM , 04:01 PM 04:18PM 04:28PM 04:36PM 04:48PM 03:08PM 03:21 PM 03:33PM 03:43PM 04:04PM 04:12PM 04:21 PM 04:38PM 04:48PM 04:56PM 05:08PM 03:28PM 03:41 PM 03:53PM 04:03PM 04:24PM 04:32PM 04:41 PM 04:58PM 05:08PM 05:16PM 05:28PM 03:47PM 04:01 PM 04:13PM 04:23PM 04:44PM [04:52PM 05:01 PM 05:18PM 05:28PM 05:36PM 05:48PM 04:07PM 04:21 PM 04:33PM 04:43PM 05:04PM 05:12PM ] 05:21 PM 05:38PM , 05:48PM 05:56PM 06:08PM 04:28PM 04:42PM 04:54PM 05:04PM 05:25PM 05:33PM 05:42PM , 05:59PM 06:09PM 06:16PM 06:28PM 04:49PM 05:03PM 05:15PM 05:25PM 05:46PM 05:54PM 06:03PM 06:19PM 06:29PM 06:36PM 06:48PM 05:17PM 05:31 PM 05:43PM 05:53PM 06:14PM , 06:21 PM 06:30PM 06:46PM 06:56PM 07:03PM 07:13PM 05:35PM 05:49PM 06:01 PM 06:11 PM F 06:31 PM 06:38PM 06:47PM 07:03PM 07:12PM 07:19PM 07:29PM 05:53PM 06:07PM 06:17PM 06:27PM' 06:47PM 06:54PM 07:03PM ] 07:17PM 07:26PM 07:33PM 07:43PM 06:28PM 06:40PM 06:50PM 07:00PM L07:18PM 07:25PM 07:34PM 07:48PM 07:57PM 08:04PM 08:13PM 07:04PM 07:14PM 07:22PM 07:30PM 07:48PM 07:55PM 08:O4PM [08:18PM 08:27PM 08:34PM 08:43PM 07:53PM 08:03PM 08:11 PM 08:18PM 08:35PM 08:41 PM 08:49PM 09:03PM 09:12PM 09:19PM [09:28PM 08:24PM 08:33PM 08:41 PM 08:48PM' 09:O5PM 09:11 PM 09:19PM 09:33PM- 09:42PM 09:49PM 09:58PM 09:24PM 09:33PM 09:41 PM 09:48PM 10:O5PM 10:11 PM 10:19PM 10:33PM 1 O:42PM 10:49PM 10:58PM • 10:29PMI 11:30PM 12:35AM 01:35AM 10:38PM II 10:46PM I10:53PMII11:10PM 11:39PM 12:44AM 01:44AM 11:46PM 12:51AM 01:51 AM 11:52PM 12:57AM 01:57AM 02:54AM 03:56AM 12:07AM 01:12AM 02:12AM 03:09AM 04:09AM 11:16PM I 12:13AM 01:18AM 02:18AM 03:14AM 04:14AM 12:21AM 01:26AM 02:26AM 03:21 AM 04:21 AM CLOSE WINDOW 11:36PM 11 11:44PM 12:33AM 01:38AM 02:38AM 03:33AM 04:33AM 12:41AM 01:46AM 02:46AM 03:41 AM 04:41AM 11:50PM I 12:47AM 01:52AM 02:52AM 03:47AM 04:47AM 11:58PM 12:55AM 02:OOAM I03:00AM 03:55AM 04:55AM • DORAL CENTER ■ NW53St�; NW 87 Ave C) • Ail operators must turn the engine off immeadiatelyy upon arriving at the end of the line. Do not race the engine after layover. MIAMI -"Po y"?./ Nahkoda Westward Dr . _ Route 36 Miami Springs ro 0 41 St (Lafayette) NW38St NW 36 St NW 37 St Note: Serve circle before going to layover NW 36 St • Route 36 ALL BUSES ARE WHEELCHAIR ACCESSIBLE ALLAPA'ITAH STATION NW 30 St a z - z NW 33 St NE 36 St Route 36 A ROGER EFFECTIVE: December 7, 2003 CORRECTED: > - a d d < CV co t-- CJ L tt7 z z z DESTINATION SIGN East Allapattah - 00C9 East 32 Avenue - 00CC East Omni - 0007 West Doral - 87 Ave. - 00CB West Miami Springs - OOCA Out Of Service - 02D6 Allapattah Metrorail Station WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. 0 NE 17 Terr OMNI NE 15 St OMNI _rit Terminal North Map not to scale 11/03 Schedule M I A 11• D A D E TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (tor deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.rniamidade.gov ROUTE 36 SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND 05:03AM 05:23AM 05:33AM 05:51 AM r 05:08AM 06:02AM 05:28AM 06:12AM 05:38AM 05:56AM 06:22AM 06:32AM 06:52AM 06:07AM 06:17AM 07:01 AM 06:27AM 06:37AM 07:17AM 07:21 AM 06:57AM 05:17AM 05:37AM 07:08AM 07:24AM 05:47AM 06:06AM 07:28AM 1f 06:17AM 06:27AM 06:37AM 05:05AM 05:26AM 06:47AM 07:07AM 07:18AM 05:46AM 05:56AM 07:34AM 06:16AM 06:27AM 07:38AM I 06:37AM 06:47AM 05:06AM 06:57AM 07:18AM 05:27AM 05:47AM 05:57AM 07:29AM 07:45AM 06:17AM 07:49AM 06:28AM 05:11 AM 05:32AM 06:38AM 06:48AM 06:58AM 07:19AM 07:30AM 07:46AM 05:52AM 06:02AM 07:50AM IF 06:22AM 06:33AM 06:43AM 06:53AM 07:03AM 07:24AM 05:13AM 05:34AM 07:35AM 05:54AM 06:06AM 07:51 AM 07:55AM II 06:26AM 06:37AM 06:47AM 06:57AM 07:07AM 07:28AM 05:26AM 05:47AM 06:06AM 07:39AM 07:55AM 07:59AM 07:09AM 08:07AM 06:21AM 06:41 AM 06:52AM 07:02AM 07:22AM 07:43AM 07:54AM 08:14AM li Using Our Si'a' Contact Us Privacy Stat,ment • 07:31 AM 11 07:38AM l 07:48AM 07:59AM 08:OOAM 1 005AM j 08:09AM : 08:24AM 07:41AM 07:48AM 07:58AM 08:09AM 08:10AM 08:15AM 08:19AM : E 08:34AM 08:02AM 08:09AM 08:19AM 08:30AM 08:31AM 1 08:36AM 08:40AM : 08:55AM 08:22AM 08:29AM 08:39AM 08:50AM 08:51AM 1 08:56AM 09:00AM 09:10AM . 08:42AM 08:49AM 08:59AM 09:10AM 09:11 AM 09:16AM 09:20AM 09:35AM 09:02AM [ 09:09AM 09:18AM 09:29AM 09:30AM 09:35AM 09:39AM : 09:54AM 09:22AM 09:29AM 09:38AM 09:49AM 09:50AM7 09:55AM 09:59AM 10:09AM : 09:52AM 09:59AM 10:08AM I 10:19AM 10:20AM 10:25AM 10:29AM : 10:44AM 10:22AM 10:29AM 10:38AM [ [ 10:49AM 10:50AM 1 10:55AM 10:59AM 11:09AM : 10:52AM 10:59AM 11:08AM ! 11:19AM 11:20AM 11:25AM 11:29AM : 11:44AM 11:22AM 11:29AM 11:38AM 11:49AM 11:50AM 11:55AM I 11:59AM 12:09PM 11:52AM 11:59AM 12:08PM 12:19PM 12:20PM 12:25PM 12:29PM 12:44PM 12:22PM 12:30PM 12:39PM 12:50PM I- 12:51PM 12:56PM mm 01:OOPM 01:10PM : 12:52PM 01:00PM 01:09PM 01:20PM 01:21PM 01:26PM 01:30PM : 01:45PM 01:22PM 01:30PM 01:39PM 01:50PM 01:51 PM 01:56PM 02:OOPM 02:10PM : 01:50PM 01:58PM 02:07PM 02:18PM 02:19PM 02:24PM 02:28PM : 02:43PM 02:20PM 02:28PM 02:37PM 02:48PM 02:49PM [ 02:54PM 02:58PM 03:10PM . 02:31 PM 02:39PM 02:48PM [ 02:59PM 03:OOPM 03:05PM 03:09PM : 03:24PM 02:50PM 02:58PM 03:07PM 03:19PM 03:20PM 03:25PM 03:29PM : 03:44PM 03:05PM 03:13PM 03:22PM 03:34PM 03:35PM 03:40PM 03:44PM 03:56PM 03:10PM 03:18PM 03:27PM 03:39PM 03:40PM 03:45PM 03:49PM 1 : 04:04PM 03:30PM 03:38PM 03:47PM 03:59PM 04:00PM 1 04:05PM 04:11PM : 04:26PM] i ' 03:50PM 03:58PM 04:07PM 04:19PM 04:20PM 04:25PM 04:31 PM : 04:46PM 04:06PM 04:14PM 04:23PM 04:35PM 04:36PM 04:41PM 04:47PM L 04:59PM 04:15PM 04:23PM ] 04:32PM 04:44PM 04:45PM 1 04:50PM 04:56PM : 05:11PM 04:30PM 04:38PM 04:47PM 04:59PM 05:00PM 05:05PM _ 05:11PM : 05:26PM 04:50PM 1 04:58PM 05:07PM 05:19PM 05:20PM 05:25PM 05:31 PM : 05:46PM 05:06PM 05:14PM 05:23PM 05:35PM 05:36PM 05:41PM 05:47PM 05:59PM : 05:10PM 05:18PM lF 05:27PM 05:39PM 05:40PM 05:45PM 05:51PM 06:06PM 05:30PM 05:38PM 05:47PM 05:59PM 06:OOPM 06:05PM 06:09PM 1 : 06:24PM 3 05:50PM 05:58PM 06:07PM 06:18PM 06:19PM 06:24PM 06:28PM : 06:43PM 06:20PM 06:27PM 06:36PM 06:47PM 06:48PM 06:53PM , 06:57PM 07:09PM 06:50PM 06:57PM 07:06PM 07:15PM 07:16PM 07:21PM 07:25PM : 07:40PM 07:OOPM 07:06PM 07:13PM 07:22PM : : 07:30PM 07:36PM 07:43PM 07:52PM J 07:53PM f 07:58PM 08:02PM 08:11PM . • • 08:20PM 11 08:25PM i 08:32PM 08:55PM 1 08:50PM 09:30PM 09:35PM 09:02PM 09:42PM 08:41PM 08:42PM IOPM 1 09:11PM [ 09:51 PM CLOSE WINDOW 08:51 PM fl 09:04PM • Schedule M I A M I- D A D E • L}Jog Jur Site Contact Us Privacy 5tate most TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 36 SCHEDULE SERVICE: WEEKDAY DIRECTION: EASTBOUND 05:38AM 06:10AM 06:35AM 06:47AM 07:00AM 07:10AM 07:35AM 07:45AM 05:41AM 08:00AM 08:20AM 05:54AM 06:13AM 06:38AM 06:50AM 07:05AM 07:15AM 07:40AM 07:50AM 08:04AM 08:24AM 06:24AM 07:23AM 05:47AM 06:06AM 06:21AM 06:36AM 06:46AM 07:OOAM 07:15AM 07:25AM 07:35AM 05:51 AM 07:50AM 08:00AM 06:11 A M 08:14AM 06:26AM 06:41 AM 06:51 AM 07:06AM 08:34AM 07:21AM 07:31AM 07:41AM 07:56AM 05:54AM 06:14AM 08:07AM 08:21AM 08:41AM ii 06:29AM 06:44AM 06:54AM 07:09AM 07:24AM 07:34AM 07:44AM 07:59AM 05:55AM 06:15AM 06:30AM 06:45AM 06:55AM 07:10AM 07:25AM 07:35AM 08:10AM [ 08:24AM 08:44AM 07:45AM 08:OOAM 06:04AM 06:24AM 08:11AM 08:25AM 06:39AM 06:54AM 08:45AM 07:06AM 07:21AM 07:36AM 07:46AM 07:56AM 06:13AM 08:11AM 08:36AM 06:33AM 06:48AM 07:05AM 08:56AM 07:17AM 07:32AM 07:47AM 07:57AM 08:07AM 08:22AM 06:19AM 06:39AM 08:47AM 06:54AM 07:11AM 07:23AM 09:07AM 07:38AM 07:53AM 08:04AM 08:14AM 08:29AM 08:54AM 09:14AM • • 11 II 07:32PM I 08:00PM 09:10PM 08:03PM 09:13PM 08:33PM 07:42PM 1 07:46PM 08:12PM 08:42PM 09:22PM 08:16PM 08:46PM 09:26PM 07:49P 07:50PM 08:20PM 08:50PM 08:19PM 08:49PM 09:29PM CLOSE WINDOW 09:30PM 07:58PM II 08:06PM 108:11 PM 08:28PM 08:58PM 09:38PM 08:36PM 09:06PM 08:41 PM 09:11PM • IMP' 11 8 OAMj[ 08:34AM 11 I 08:44AM 08:51 AM 08:54A 08:55AM : l : : : 08:32AM 08:44AM 08:51AM 08:54AM 08:55AM 09:06AM 09:16AM 09:23AM 08:55AM 08:59AM . 09:09AM 09:16AM 09:19AM 09:20AM 09:31 AM 09:41 AM 09:48AM 09:00AM 09:04AM : 09:14AM 09:21AM 09:24AM 09:25AM . : . . 09:28AM 09:39AM 09:46AM 09:49AM _ 09:50AM 10:01 AM 10:11 AM 10:18AM 09:55AM 09:59AM : 10:09AM 10:16AM 10:19AM 10:20AM 10:31 AM 10:41 AM 10:48AM 10:00AM 10:04AM : 10:14AM 10:21 AM 10:24AM 10:25AM : . . 10:28AM 10:39AM 10:46AM 10:49AM 10:50AM { 11:01 AM 11:11AM 11:18AM ' 10:55AM 10:59AM 11:09AM 11:16AM 'r 11:19AM 11:20AM 11:31AM 11:41AM 11:48AM : . 11:28AM 11:39AM 11:46AM 11:49AM 11:50AM 12:01 PM 12:11PM 12:18PM 11:55AM 11:59AM 12:09PM 12:16PM 12:19PM 12:20PM 12:31PM 12:41PM 12:48PM 12:28PM 12:39PM 12:46PM 1 12:49PM ' 12:50PM 01:01 PM 01:11 PM 01:18PM 12:55PM 12:59PM : 01:09PM 01:16PM 01:19PM 01:20PM 01:31 PM 01:41 PM 01:48PM : . 01:28PM 01:39PM 01:46PM 01:49PM 01:50PM 02:01 PM 02:11 PM 02:18PM 01:53PM 01:57PM 02:07PM 02:14PM 02:17PM 02:18PM 02:29PM 02:39PM 02:46PM 02:05PM 1 02:09PM 02:19PM 02:26PM 02:29PM 02:30PM 02:41 PM 02:51PM 02:58PM . : 02:28PM 02:39PM 02:46PM 02:49PM 02:50PM 03:01 PM 03:11PM 03:18PM 02:40PM 02:44PM : 02:54PM 03:01 PM 03:04PM 03:05PM 03:16PM 03:26PM 03:33PM 03:00PM 03:04PM : 03:16PM 03:23PM 03:26PM 03:27PM 03:38PM 03:48PM 03:55PM 03:15PM 03:19PM : 03:31PM 03:38PM 03:41 PM 03:42PM 03:53PM 04:04PM 04:11PM 0 03:27PM 03:39PM 03:46PM 03:49PM 03:50PM 04:01 PM 04:12PM 04:19PM 03:41 PMM 03:45PM 03:57PM 04:06PM 04:09PM 04:10PM 04:21PM 04:32PM 04:39PM 04:OOPM 04:05PM 04:18PM 04:27PM 04:30PM 04:31PM 04:42PM 04:53PM 05:00PM : . 04:20PM 04:32PM 04:41 PM 04:44PM 04:45PM 04:56PM 05:07PM 05:14PM 04:19PM 04:24PM 04:37PM 04:46PM 04:49PM 04:50PM 05:01 PM 05:12PM 05:19PM '04:39PM 04:44PM : j 04:57PM 05:06PM 05:09PM 05:10PM 05:21PM 05:32PM 05:39PM 04:59PM 05:04PM : 05:17PM 05:26PM 05:29PM 05:30PM 05:41 PM 05:52PM 05:59PM : 05:20PM 05:32PM 05:41 PM 05:44PM 05:45PM 05:56PM 06:07PM 06:13PM 05:20PM 05:25PM . 05:38PM 05:47PM 05:50PM 05:51PM 06:02PM 06:11PM 06:17PM 05:42PM 05:47PM : 06:00PM 06:07PM 1 06:10PM 06:11 PM 06:21PM 06:30PM 06:36PM 1 06:00PM 06:03PM : 06:13PM 06:20PM r 06:23PM 06:24PM 06:34PM 06:43PM 06:49PM 06:20AM 06:23AM l 06:33AM 06:40AM 06:43AM 06:44AM . 06:27PM 06:39PM 06:46PM 06:49PM 06:50PM 07:OOPM , 07:08PM 07:13PM 06:36PM 06:39PM : 06:49PM 06:54PM 06:59PM 07:00PM 07:08PM : : 07:OOPM 07:03PM L 07:12PM 07:16PM 07:19PM 07:20PM , 07:28PM 07:36PM 07:41 PM • • • HIALEAH E 9 St W/E 3 St North Map not to scale NW 62 St NW 64 St NW 27 Ave a) 10 cJ z Martin L. King Jr. Metrorail Station NW 62 St Liberty City NE 38 St NE 36 St a) U m NE 17 Tarr Omni Bus Termina Route 6� NE 62 St NE 61 St „aa Az) (27 ,c6 WHEELCHAIR ACCESSIBLE MIAMI BEACH Rush Hour On y a) 41 St Q Julia Tuttle Causeway 0 39 St L 0 as 0 Q) 1 m z Schedule M 1 A M I- D A D E Usin.c;. Our Site Contact Us Privacy Statement TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaflhard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 62 SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND 05:35AM 05:52AM 06:07AM 06:22AM 06:37AM 06:52AM 07:07AM 07:27AM 07:47AM 05:42AM L 05:59AM 06:15AM 06:30AM 06:55AM 06:45AM 07:00AM 07:15AM1 07:35AM 07:55AM 11 07:05AM 07:15AM 07:25AM 07:35AM 05:47AM 06:06AM 07:45AM 07:55AM 06:22AM 06:37AM 08:05AM 06:52AM 07:07AM 07:12AM 07:22AM 07:32AM 07:42AM 05:53AM 06:13AM 07:52AM 08:02AM 06:29AM 06:44AM 06:59AM 08:12AM { 07:14AM 07:19AM 07:29AM 07:39AM 06:06AM 06:26AM 07:49AM 07:59AM 08:09AM 06:42AM 06:57AM 08:19AM 07:12AM 07:27AM 07:32AM 07:42AM 07:52AM 08:02AM 06:10AM 08:12AM 08:22AM 06:46AM 07:16AM 07:46AM 06:15AM 08:16AM 06:51AM 07:21 AM [08:32AM 11 1 07:51 AM 06:23AM 06:59AM 08:21 AM 07:29AM 07:59AM 08:29AM II • 08 07AM : : I : 08:15AM 1 08:22AM , 08 29AM ] 08:42AM 08:46AM 108:51 AM 08:59AM . 08:15AM 08:25AM 08:32AM 08:39AM 08:52AM 08:27AM : : 08:35AM 08:42AM 08:49AM 09:02AM • : : 08:35AM 08:45AM 08:52AM 08:59AM 09:12AM 09:16AM 09:20AM 09:27AM 08:47AM : : 08:55AM 09:02AM 09:09AM 09:21 AM : . . . : 08:55AM 09:05AM 1 09:12AM 09:19AM 09:31 AM . : 09:05AM . 09:15AM 09:22AM 09:29AM 09:41 AM 09:45AM 09:49AM 09:56AM 09:20AM : : 09:30AM 09:37AM 09:44AM L09:56AM : . . 09:35AM . 09:45AM 09:52AM 09:59AM 10:11 AM 10:15AM 10:19AM 10:26AM 09:50AM 10:OOAM 10:07AM 10:14AM 10:26AM ; 10:05AM : 10:15AM 10:22AM 10:29AM 10:41 AM 10:45AM 10:49AM 10:56AM 10:20AM : 1 : 10:30AM 10:37AM 10:44AM 10:56AM : . 10:35AM . 10:45AM 10:52AM 10:59AM 11:11nq 11:15AM 11:19AM 11:26AM 10:50AM . . 11:00AM 11:07AM 11:14AM 11:26AM : . : 11:O5AM : : 11:15AM 11:22AM 11:29AM 11:41 AM 11:45AM 11:49AM 11:56AM 11:2OAM : 11:30AM 11:37AM 11:44AM 11:56AM : : : 11:35AM 11:45AM 11:52AM 11:59AM 12:11 PM 12:15PM 12:19PM 12:26PM 11:5OAM : 12:00PM 12:07PM 12:14PM 12:26PM : . 12:05PM : 12:15PM 12:22PM 12:29PM 12:41PM 12:45PM 12:49PM 12:56PM 12:2OPM : : : 12:30PM 12:37PM , 12:44PM [12:56PM : : 12:35PM . 12:45PM 12:52PM 12:59PM 01:11PM 01;15PM 01:19PM 01:26PM 12:5OPM : : 01:00PM 01:07PM 01:14PM ' 01:26PM : : . 01:05PM : 01:15PM 01:22PM 01:29PM 01:41 PM 01:45PM 01:49PM 01:56PM' 01:2OPM : : : 01:30PM 01:37PM 01:44PM 01:56PM : : 01:35PM . 01:45PM 01:52PM 01:59PM 02:11PM 02:15PM 02:19PM 02:26PM 01:50PM . 02:00PM 02:07PM 02:14PM 02:26PM 1 : : . 02:05PM : . 02:15PM 02:22PM 02:29PM 02:41 PM 02:45PM 02:49PM 02:56PM 02:20PM : : 02:30PM 02:37PM 02:44PM 02:56PM : : 02:35PM [ 02:45PM 02:52PM 02:59PM 03:11PM 03:15PM 03:19PM 03:26PM . : 02:40PM 02:50PM L02:57PM 03:04PM 03:16PM . : �02:40PM : 02:55PM 03:03PM 03:10PM 03:22PM [ : 02:5OPM . : 03:00PM 03:07PM 03:14PM 03:26PM : : 03:05PM . : 03:15PM 03:22PM 03:29PM 03:41 PM 03:45PM 03:49PM 03:56PM 03:20PM : [ 03:30PM 03:37PM r 03:44PM 03:56PM : : 03:35PM : 1_ • 0 5PM ( : : 03:55PM L 04:03PM OOPM 1 04:23PM : 11 : : 03:55PM 04:05PM I 04:13PM 04:20PM 04:33PM : . 03:55PM 04:O9PM 04:17PM 04:24PM 04:37PM 04:05PM : 04:15PM 04:23PM 04:30PM -04:43PM 04:47PM 04:52PM 05:OOPM . 0 04:15PM 04:25PM 04:33PM 04:40PM 04:53PM : 04:25PM : : 04:35PM 04:43PM 04:50PM 05:03PM = : : 04:35PM 04:45PM ] 04:53PM 05:00PM 05:13PM 05:17PM 05:22PM 05:30PM s 04:45PM : : 04:55PM 05:03PM 05:10PM 05:23PM : . . 04:55PM L 05:05PM 05:13PM 05:2OPM 05:33PM : • 05:05PM : : 05:15PM 05:23PM 05:3OPM 05:43PM 05:47PM 05:52PM 06:OOPM . 05:15PM 05:25PM 05:33PM 05:40PM 05:53PM : 05:25PM : : 05:35PM 05:43PM 05:50PM 06:03PM : : . ; 05:35PM 05:45PM 05:53PM [ 06:OOPM 06:13PM1 06:17PM 06:22PM 06:3OPM 05:45PM : 05:55PM 06:03PM 06:10PM 06:23PM . 05:55PM 06:05PM 06:13PM 06:20PM 06:33PM : • 06:05PM : 06:15PM 06:23PM 06:3OPM 06:43PM 06:47PM 06:52PMf 07:00PM : 06:15PM 06:25PM 06:33PM 06:4OPM 06:53PM 1 : . 06:25PM : 1 06:35PM 06:43PM 06;5OPM 07:03PM : : 06:35PM [06:45PM 06:53PM 07:00PM 07:10PM 07:13PM 07:17PM 07:22PM 07:05PM : : 07:13PM 07:19PM 07:26PM 07:36PM 07:39PM 07:43PM 07:35FM : : 07:43PM 07:49PM 07:56PM 08:06PM 08:09PM 68:13PM 08:1$PM 08:05PM : : : 08:13PM 08:19PM 08:26PM 08:36PM 08:39PM 08:43PM 08:48PM 08:35PM : 08:43PM 08:49PM E 08:56PM 09:06PM 09:08PM 09:11 PM 09:06PM : : 09:13PM 09:17PM 09:24PM 09:32PM 09:34PM 09:37PM [ : 09:36PM 09:43PM j 09:47FM 09:54PM 10:02PM 10:O4PM 10:O7PM 10:O6PM : : : 10:13PM 10:17PM 10:24PM 10:32PM 10:34PM 10:37PM 10:36PM : : 10:43PM 10:47PM 10:54PM 11:02PM 11:04PM 11:07PM : 11:06PM : : 11:13PM 11:17PM 11:24PM 11:32PM 11:34PM 11:37PM 11:36PM : : 11:43PM 11:47PM [ 11:54PM 12:02AM 12:04AM 12:07AM 12:10AM : 12:17AM 12:21 AM 12:28AM 12:36AMi 12:38AM 1-12:41 AM 01:10AM : : 01:17AM 01:21 AM 01:28AM 01:36AM 01:38AM 01:41AM : CLOSE WINDOW • Transit Search - miamidadeagov Schedule M I A M I- D A D E TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891.3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 62 SCHEDULE SERVICE: WEEKDAY DIRECTION: EASTBOUND 05:11AM 05:15AM 05:19AM 05:22AM 05:37AM 05:32AM 05:47AM 05:42AM 05:57AM 05:50AM 06:05AM 05:58AM 06:13AM 05:37AM] 05:43AM 05:47AM 05:52AM 06:02AM 06:12AM j 06:20AM : 106:28AM 06:02AM 06:12AM , 06:22AM 06:30AM 06:40AM 06:07AM 06:13AM 06:17AM 06:22AM 06:32AM 06:42AM 06:50AM : l 06:58AM 06:32AM 06:42AM 06:52AM 07:00AM 07:10AM : • : 06:42AM 06:52AM 07:02AM 07:10AM : L 07:18AM 06:37AM 06:43AM 06:47AM 06:52AM 07:02AM 07:12AM 07:20AM 07:30AM : 07:02AM' 07:12AM 07:22AM 07:30AM : 07:38AM : 07:12AM 07:22AM 07:32AM 07:40AM 07:50AM 07:07AM 07:13AM 07:17AM 07:22AM 07:32AM 07:42AM 07:32AM 07:42AM 07:52AM 07:42AM 07:52AM 08:02AM 11 07:50AM 08:00AM 08:10AM 08:10AM 07:58AM 08:18AM tlsiry Our Sde Contact Us Prix oy Statement • 07:37AM 107:43AM1 07:47AM 07:52AM11 08:02AM O8:M 08:20AM 108:30AM11 : 08:02AM 08:12AM 08:22AM 08:30AM 08:38AM : 08:12AM 08:22AM 08:32AM 08:40AM 08:50AM 08:07AM 08:13AM 08:17AM 08:22AM 08:32AM 08:42AM 08:50AM 08:58AM 08:37AM 08:47AM [ 08:57AM 09:05AM ,, : 09:14AM 08:41AM 08:47AM 08:51 AM 08:56AM 09:O8AM 09:15AM 09:21 AM 09:30AM 09:11AM 09:23AM 09:30AM 09:36AM I 09:45AM 09:12AM 09:18AM, 09:22AM ` 09:26AM 09:38AM 09:45AM 09:51 AM 10:OOAM 09:41AM 09:53AM 10:00AM € 10:06AM 10:15AM 09:42AM 09:48AM 09:52AM 09:56AM 1 O:OBAM 10:15AM 10:21 AM : 10:30AM 10:11 AM 10:23AM 10:30AM 10:36AM 10:45AM 10:12AM 10:18AM 10:22AM 110:26AM 10:38AM 10:45AM 10:51 AM : 11:OOAM 10:41 AM ° 10:53AM 11:OOAM 1 11:06AM 11:15AM 10:42AM 10:48AM 10:52AM 10:56AM 11:08AM 11:15AM 11:21AM 1 11:30AM 11:11AM'L 11:23AM j 11:30AM 11:36AM : 11:45AM 11:12AM 11:18AM 11:22AM 11:26AM 11:38AM 11:45AM 11:51 AM : 12:OOPM 11:41AM€ 11:53AM 12:ODPM 12:06PM : 12:15PM 11:42AM 11:48AM 11:52AM 11:56AM 12:08PM 12:15PM i 12:21 PM : 12:30PM 12:11PM 12:23PM 12:30PM 12:36PM : 12:45PM 12:12PM 12:18PM 12:22PM 12:26PM 12:38PM 12:45PM 12:51PM : ! 01:OOPM 12:41PM 12:53PM 01:00PM 01:06PM 01:15PM 12:42PM 12:48PM 12:52PM 12:56PM 01:08PM 01:15PM 01:21 PM 01:30PM 01:11 PM 01:23PM 01:30PM 01:36PM : 01:45PM 01:12PM 01:18PM 01:22PM 01:26PM 01:38PM a 01:45PM 01:51 PM : 02:00PM 01:41 PM 01:53PM 1 02:00PM 02:06PM : 02:15PM 01:42PM 01:48PM 01:52PM 01:56PM 02:08PM j 02:15PM 02:21PM 02:30PM 02:11PM 02:23PM 02:30PM 1 02:36PM 02:45PM ; : •: 02:35PM 02:42PM i 02:48PM : 02:57PM l 02:12PM 02:18PM 02:22PM 02:26PM 02:38PM 02:45PM 02:51PM 03:00PM 02:41 PM j 02:53PM 03:OOPM 03:06PM : 03:15PM 02:42PM 02:48PM 02:52PM L02:56PM` 03:08PM 03:15PM 03:21 PM : 1 03:30PM 03:06PM 03:18PM 03:25PM 03:31PM : 03:40PM :• r03:16PM 03:28PM 03:35PM 03:41 PM ' 03:51 PM [ : 03:11PM 03:17PM 03:21 PM 03:25PM, 03:37PM 03:44PM 03:50PM : , 03:59PM 03:33PM 03:45PM 03:52PM 04:00PM 04:10PM : • . : I : 1103:43PMI 03:55PM 04: 7M JL 04:10PM : II 04:18PM I 03:38PM 03:44PM 03:48PM 03:52PM 04:05PM 04:12PM 04:20PM 04:30PM : 04:02PM 04:15PM 04:22PM 04:30PM : 04:38PM :• : . 04:12PM 04:25PM 04:32PM 04:40PM 04:50PM 04:05PM 04:12PM 04:17PM 04:22PM 04:35PM 104:42PM 04:50PM 04:58PM 04:32PM 04:45PM 04:52PM 05:OOPM 05:10PM • . 04:42PM 04:55PM 05:02PM 05:10PM : 05:18PM 04:35PM 04:42PM 04:47PM 04:52PM 05:05PM 05:12PM 05:20PM 05:30PM . 105:02PM 05:15PM 105:22PM 05:30PM : 05:38PM : •: •: 05:12PM 05:25PM 05:32PM 05:40PM , 05:50PM 05:05PM 05:12PM 05:17PM 05:22PM 05:35PM 05:42PM 05:50PM 05:58PM : l 05:32PM : 05:45PM 05:52PM 06:00PM 06:10PM 05:42PM 05:55PM 06:02PM 06:10PM : 06:18PM 05:35PM 05:42PM 105:47PM 05:52PM 06:05PM 06:12PM [ 06:20PM : 06:28PM 06:05PM 06:12PM 06:17PM 06:22PM [ 06:35PM 06:42PM 06:50PM 06:58PM 06:43PMj 06:50PM 106:55PM 07:OOPM 07:08PM 07:15PM 07:21PM : 07:28PM 07:18PM 07:23PM 07:27PM 07:30PM 07:38PM 07:45PM 07:51 PM : 07:58PM . 07:53PM 07:57PM 08:00PM 08:08PM 08:15PM 08:21 PM : 08:28PM 08:23PM 08:28PM 08:32PM , 08:34PM 08:40PM 08:47PM 08:52PM [ 08:58PM 08:55PM 08:59PM 09:02PM 09:04PM 09:10PM 09:17PM 09:22PM : 09:28PM : 09:29PM 09:32PM 09:34PM 09:40PM 109:47PM 09:52PM 09:58PM 0 09:59PM 10:02PM F10:04PM 10:10PM , 10:17PM 10:22PM : 10:28PM 10:29PM 10:32PM 10:34PM 10:40PM 1 10:47PM 10:52PM 10:58PM : 10:59PMJ 11:02PM 11:O4PM1 11:10PM 11:17PM 111:22PM 11:28PM : 11:29PM 11:32PM 11:34PM 11:40PM 11:47PM [ 11:52PM : 11:58PM 12:29AM 12:32AM 12:34AM 12:40AM 12:47AM 12:52AM : 12:58AM CLOSE WINDOW • • • z • CAROL Q CITY 11) NW183St z z >` I NW175 St +n �. 173RdDr z N® S@ 3 6 I d N a R1 q$ i S S R 6® NW 167 St Palmetto X-Way AM 1 Golden Glades Park & Ride Civic Center NW 20 St IS 111 It MI Civic Center Route 95x Carol City PM TRIPS FROM CIVIC CENTER TO CAROL CITY: Tranfer at Golden Glades to Carol City Express NE 36 St AaeN■ North Map not to scale PM D 0 NW6St C° Q Downtown coMiami Flagler N z SE4St Brickell SE 13 St Schedule M I A M I- D A D S - N._ :S.,,` :. . TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 I Y Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www,miamidade.gov ROUTE 95 CAROL CITY SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND L1vrc; Our Site Contact Us Privacy Statement 06:00AM 05:53AM 05:51 AM 06:15AM 06:11AM 06:40AM 06:26AM 06:26AM 06:15AM 06:15AM 06:20AM [06:25AM 06:30AM 06:35AM 06:45AM 06:50AM 06:50AM 07:00AM 07:O5AM 07:03AM 06:30AM 06:40AM 07:O5AM 07:18AM 07:33AM 06:33AM 06:38AM 06:48AM 06:53AM 07:03AM 07:43AM 07:18AM 07:23AM 06:42AM 07:33AM 11 06:47AM 06:57AM 07:02AM 07:13AM 06:48AM 07:28AM 06:53AM 07:03AM 07:O8AM 07:19AM 07:34AM • Il06:41AM 06:33AM 06:55AM 06:55AM 06:53AM, 07:15AM 06:51 AM 06:56AM 107:05AM 07:10AM 07:15AM 07:15AM 07:20AM 07:20AM 07:25AV 07:11AM 07:20AM 07:50AM r 07:38AM 07:21 AM 07:31AM 07:25AM 07:25AM 07:30AM 07:32AM 07:35AM 07:40AM 07:40AM 07:45AM 07:50AM 07:55AM 07:55AM 08:00AM 08:OOAM 08:06AM 08:05AM 07:35AM it 07:28AM 07:33AM 07:38AM 07:40AM 07:45AM 08:OOAM 08:15AM 08:10AM 08:15AM 08:20AM 08:25AM 08:30AM 08:38AM 08:45AM 09:OOAM 09:30AM 10:OOAM 10:30AM 11:00AM 11:30AM 12:00PM 07:43AM 07:48AM 07:50AM 07:53AM 07:48AM' JL 07:58AM1 08:03AM 08:08AM 08:13AM 07:38AM 07:43AM 07:44AM 08:03AM 08:18AM 08:23AMJ 08:28AM 08:33AM 12:30PM 01:OOPM 08:38AM 08:43AM 08:23AM 08:48AM 08:56AM 09:03AM 09:18AM 07:53AM 07:58AM 08:OOAM 09:48AM 10:18AM 08:08AM 08:13AM 08:48AM 10:48AM 11:18AM 11:48AM 08:18AM 07:49AM 07:59AM 08:04AM 08:06AM 08:14AM 08:19AV I08:24AM 08:28AM 08:33AM1 08:38AM1 08:43AM 08:34AM 08:39AM 08:44AM 08:49AM 08:53AM 08:58AMI 09:06AM 08:59AM 09:O4AM 09:12AM 09:13AME 09:28AM 09:58AM 10:28AM 10:58AM 11:28AMJ 11:58AM 09:19AM 09:34AM 10:04AM 10:34AM 11:04AM 11:34AM 12:04PM 12:15PM 1112:45PM 01:15PM, : :30PM1 : RO1:45PM • 02:00PM 02:30PM CLOSE WINDOW 02:15PM 02:45PM Schedule TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305.654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 95 CAROL CITY SCHEDULE 10:04AM 10:34AM 11:04AM 11:34AM 12:04PM 12:15PM 12:45PM SERVICE: WEEKDAY 12:21 PM [12:51 PM 01:15PM 01:21 PMI 01:45PM1 02:15PM 02:45PM1 01:51 PM [02:21 PM 02:51 PM ii 12:31PM 01:31PM 02:01PM 02:31 PM 03:01 PM kl DIRECTION: NORTHBOUND 10:19AM 10:49AM 11:19AM 11:49AM 112:19PM fi it 1[ 12:49PM 01:19PM 01:49PM [02:19PM 02:49PM 03:19PM II L t)ain0 OurSite. Contact Us F'rjvaoyStatement II • 03:14PM 03:27PM 03:47PM, t03:57PM 03:20PM 03:33PM 03:53PM 04:03PM 03:32PM 03:45PM 04:07PM `04:17PM 04:22PM 04:27PM 04:13PM 04:34PM 04:37PM 04:17PM 04:23PM 04:42PM 04:28PM 04:33PM 04:37PM 04:47Pi1A 04:49PM' 04:52PM f04:54PM 04:05PM 04:15PM 04:25PM 04:30PM 03:40PM 03:33PM 04:03PM 04:35PM 04:40PM 04:45PM 04:50PM 04:10PM 04:22PM 04:40PM 04:43PM 04:48PM 04:57PM 04:53PM 05:07PM 04:55PM 04:58PM 05:17PM 05:27PM 05:39PM 05:59PM 05:OOPMl 05:03PM 106:14PM 05:13PM 06:44PM J 07:14PM 05:23PM 05:33PM 05:45PM 04:52PM 04:55PM 05:07PM 05:OOPM 05:05PM * 05:07PM 05:10PM 05:12PM 05:15PM 05:20PM 06:05PM 06:20PM 06:50PM 07:20PM 05:25PM 05:35PM 05:45PM 05:57PM 06:15PM 06:30PM 05:03PM 07:00PM 07:30PM 04:35PM 04:50PM 04:08PM 04:28PM 1 04:33PM 04:40PM 04:38PM 04:45PM 04:48PM 04:53PM 04:58PM 04:58PM 05:03PM '05:08PM 05:05PM r 05:13PM L 05:28PM 05:30PM 05:13PM 05:13PM 05:15PM 06:05PM 05:02PM 05:12PM 05:27PM 05:18PM 05:23PM 05:28PM 05:28PM 05:30PM 05:33PM 05:40PM 05:35PM 05:38PM 05:43PM 05:OOPM 05:27PM 05:37PMj 05:42PM 05:48PM 05:53PM ,05:58PM 05:06PM 05:47PM 05:47PM 05:58PM 06:O8PM 05:49PM 06:28PM 05:52PM 06:38PM 06:53PM 07:23PM [07:53PM 06:12PM 06:12PM 05:55PM 05:31 PM 05:41 PM 06:40PM 06:15PM 05:58PM 06:16PM '07:02PM • : II : 08:12P : IIO8:35PMI CLOSE WINDOW IO8:59PM • Route T Legend Weekend Only O - Limited Stop NE 38 S NE 36 St NE 29 St NE 19 St • Julia Tuttle Cswy Government Center Metrorall Station Downtown Bus Terminal NE 17 Tarr NE 14 St Toll BootC. h AL HAULOVER Lio- PARK MARINA Omni Bus Terminal [�]NE4St (% MDCC Downtown Campus jFlagler St BAL HARBOUR MIAMI BEACH 0 n 72 St Q 96 St SURFSIDE N q 0 44 5t St North Map not to scale Schedule M I A M I- D A D E TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305.891.3131 TTY Users (fordeaf/bard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.rn. to 5 p.m. www.miamidade.gov ROUTE T SCHEDULE SERVICE: WEEKDAY 06:09AM 06:29AM 06:47AM ,07:06AM 07:30AM] 07:51 AM 08:11AM 06:14AM 06:34AM 06:52AM 07:12AM 08:30AM' 08:50AM 09:20AM 09:50AM 10:20AM 10:50AM 07:36AM 07:57AM 08:17AM 06:22AM 06:42AM 07:01 AM 3 DIRECTION: SOUTHBOUND 06:31AM 06:51 AM 07:11AM 107:21AM 07:31A 08:36AM 08:56AM 09:26AM 09:56AM 10:26AM 10:56AM `07:45AM 08:06AM 08:26AM 08:45AM 09:05AM 09:35AM 10:05AM 10:35AM 11:05AM 07:55AM 08:16AMj 06:42AM 08:36AM 08:55AM 09:15AM 09:45AM 07:04AM 10:15AM 07:24AM 07:44AM 08:08AM 10:45AM1 11:15AM 08:29AM 06:48AM 08:49AM 09:09AM 07:10AM 09:29AM 09:59AM 07:30AM 10:29AM 10:59AM 07:50AM 08:14AM 11:29AM 08:35AM 08:55AM 06:58AM 09:15AM 09:35AM ,07:20AM 07:40AM 10:05AM 10:35AM 08:00AM 11:05AM 11:35AM 08:24AM 08:45AM 09:07AM 09:27AM 09:47AM 10:17AM 10:47AM 11:17AM 11:47AM Using Our Si;F Contact Us PrvacyStatement • • 11:20AM 11:26AM 11:35AM 11:45AM 11:5 12:05PM 12:17PM 11:50AM 11:56AM 12:05PM 12:15PM 12:29PM 12:35PM 12:47PM 12:20PM 12:26PM 12:35PM 12:45PM 12:59PM 01:05PM 01:17PM 12:50PM 12:56PM 01:05PM, 01:15PM 01:29PM 01:35PM 01:47PM 01:20PM 01:26PM 01:35PM 01:45PM, 01:59PM 1 02:05PM 'F-02:47PM 02:17PM 01:50PM 01:56PM 02:05PM 02:15PM 02:29PM 02:35PM 02:20PM 02:26PM 02:35PM 02:45PM 02:59PM 03:05PM 03:17PM 02:45PMIL02:5 PM 03:OOPM 03:10PM 03:24PM 03:30PM 03:42PM 03:00PM 03:06PM 03:15PM 03:25PM 03:39PM 03:45PM 03:57PM 03:20PM 03:26PM 03:35PM 03:45PM 03:59PM 04:05PM 04:17PM 03:40PM 03:46PM 03:55PM 04:05PM 04:18PM 04:24PM 04:36PM 04:OOPM 04:06PM [04:15PM104:25PM 04:38PM 04:44PM 04:56PM 04:20PM 04:26PM 04:35PM 04:45PM 04:58PM 05:04PM 05:16PM 04:40PM 04:46PM 04:55PM 05:05PM' 05:18PM 05:24PM 05:36PM 05:OOPM 05:06PM 05:15PM 05:25PM 05:38PM 05:44PM 05:56PM 05:20PM 05:26PM 05:35PM]05:45PM, 05:58PM 06:04PM 06:14PM 05:40PM 05:46PM" 05:55PM 06:05PM 06:17PM 06:23PM 06:33PM 06:10PM 06:15PM 06:23PM 06:33PM 06:45PM 06:51PM 07:01PM 06:25PM 06:30PM ,06:38PM 06:48PM 07:OOPM 07:06PM 07:16PM 06:40PM 06:45PM 06:53PM 07:03PM 07:15PM 07:21PM 07:31PM1 07:10PM 07:15PM 07:23PM 07:33PM 07:45PM 07:51PM 08:01 PM 07:40PM 07:45PM 07:53PM 08:03PM 08:15PM 08:21PM 08:31PM 08:10PM 08:15PM 08:23PM [08:33PM 08:45PM 08:51PM 09:01 PM 08:40PM 08:45PM [08:53PM 09:03PM 09:15PM 09:21PM 09:31PM 09:10PM 09:15PM 09:23PM 09:33PM 09:45PM 09:51PM 10:01PM : 09:43PM 09:53PM 10:05PM 10:11PM 10:20PM CLOSE WINDOW Schedule MIAMI-DADE TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/bard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p,m. www.miamidade.gov ROUTE T SCHEDULE 05:OOAM [05:30AM 05:50AM L• 06'10AM 06:30AM [06:50AM 07:OOAM 07:22AM SERVICE: WEEKDAY 05:07AM 07:42AM 08:02AM 05:37AM 05:57AM 08:26AM 08:47AM 06:19AM 06:39AM 09:09AM 06:59AM 07:10AM 05:12AM 05:42AM 06:03AM 1 07:32AM 07:52AM 08:12AM 08:36AM 06:25AM 06:45AM 08:57AM 09:19AM 07:O5AM 07:16AM 07:38AM DIRECTION: NORTHBOUND 05:22AM 07:58AM 08:18AM 05:52AM 06:13AM 06:35AM 06:55AM 07:17AM 05:30AM 07:28AM1 06:02AM 06:23AM 06:45AM 07:05AM 08:42AM 09:03AM 09:25AM (07:50AM 08:10AM 08:30AM 08:54AM 07:27AM 07:38AM 09:17AM, 09:39AM 05:31AM 08:00AM 08:20AM 06:03AM 06:24AM' 08:40AM 09:04AM 06:46AM 09:27AM 09:49AM 07:06AM 07:28AM 07:39AM 08:01AM 05:35AM 06:09AM 08:21AM 08:41AM 06:30AM 09:05AM 09:28AM L06:52AM 07:12AM 09:50AM 07:34AM 07:45AM 05:39AM 08:08AM 08:28AM 08:48AM 06:13AM 06:34AM 09:12AM 09:35AM 06:56AM 07:17AM 09:57AM 07:39AM 07:50AM 08:13AM 08:33AM 08:53AM 09:18AM 09:41AM 10:03AM Usr-leg Oursi Contay. us PrLy.ar4 Statement • • 09:29AM 09:39AM 09:45AM '09:59AM 10:17AM 10:23AM • 09:49AM 10:19AM 10:49AM 11:19AM 11:49AM I 2:19PM 12:49PM' 01:19PM 01:49PM 09:59AM 10:29AM 02:19PM 02:49PM 10:59AM 11:29AM 03:19PM 03:44PM 11:59AM 12:29PM 03:59PM 04:17PM 12:59PM 01:29PM 04:38PM 04:58PM 10:05AM 10:35AM 01:59PM 02:29PM 05:18PM 11:05AM 11:35AM 02:59PM 03:29PM 05:38PM 05:58PM 06:16PM 12:05PM 12:35PM 03:54PM 04:09PM 06:35PM 01:05PM 10:19AM 01:35PM 04:27PM 04:48PM 07:03PM 07:33PM 05:08PM 02:05PM 10:49AM 11:19AM 11:49AM 02:35PM 05:28PM 08:03PM 09:03PM 03:06PM 03:36PM 05:48PM 06:08PM 04:01 PM 12:19PM 12:49PM 01:19PM 04:16PM 04:34PM 06:26PM 06:45PM 01:49PM 04:55PM 05:15PM 07:12PM 10:29AM 02:19PM 02:49PM 10:59AM 11:29AM 03:18PM 03:48PM 05:35PM 07:42 P M 08:12PM 05:55PM 06:15PM 09:12PM 06:33PM 11:59AM 12:29PM 04:13PM 04:28PM 06:52PM 12:59PM 04:46PM 01:29PM 01:59PM 10:30AM 02:29PM 05:07PM] 05:27PM 07:18PM 07:48PM 11:OOA 11:30AM 02:59PM1 03:28PM 05:47PM 08:18PM 06:07PM 06:27PM 03:58PM 12:00PM 12:30PM 04:23PM 06:45PM 04:38PM 01:00PM 01:30PM 04:56PM 05:17PM 07:04PM' 09:18PM 07:29PM 05:37PM 07:59PM 08:29PM 02:OOPM 10:37AM 02:30PM ,03:0OPM 05:57PM 11:07AM, 11:37AM 03:29PM 03:59PM [04:24PM 06:17PM 09:29PM ,06:37P 06:55PM 07:13PM 12:07PM 12:37PM 04:39PM 01:07PM 01:37PM 04:57PM 05:18PM 07:38PM 05:38PM 02:07PM 10:43AM 02:37PM 05:58PM 08:08PM 08:38PM 03:07PM 03:36PM 06:18PM' 09:38PM CLOSE WINDOW 06:38PM 06:56PM 11:13AM 11:43AM 12:13PM 04:06PM 04:31 PM 07:14PM 12:43PM 04:46PM 05:04PM 01:13PM 01:43PM 05:25PM '07:39PM 08:09PM 05:45PM 06:05PM 08:39PM 09:39PM 02:13PM 02:43PM 03:12PM 03:41 PM 04:11PM 06:25PM 06:45PM 07:03PM [6-7:20PM 04:36PM 04:51PM 07:45PM 05:09PM 05:30PM 08:15PM 08:45PM 05:5OPM, 06:10PM 06:30PM 06:50PM 07:08PM 07:25PM 07:50PM 08:20PM 08:50PM • • • NW 206 Terr Landmark Learning Center m c-� NW 203 Terr NW 201 St NW 191 St t Ed R @ z0.1 NW 167 St Florida Memorial College z NW 159 St NW 157 St North Map not to scale CAROL CITY St.Thomas University NW 151 St Opa-locka Blvd NW 171 SI 135 S z MCC North Campus NW 113 St NW 110 St m Northslde Metrorail Station ROUTE 32 Southbound bus does not enter station, NW 20 6 Santa Clara Metrorail Station 5 5 20 St Route 32 ALL TRIPS SERVE TRI-RAIL STATION Opa-Iocka Tri-Rail Station LIBERTY CITY cp tV uJ z NE19St OMNI Bus Termina (&1 WHEELCHAIR ACCESSIBLE NE 17 Terr 5 OMNI fl NE 14 St Transit Search mlamIdado qov .' Schedule M I A M I- D A D E TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891.3131 1TY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.rn. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 32 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND J 'E Ouir.Sile Contact Us Privacy Statement 05:27AM 05:47AM 06:07AM 06:27AM 06:47AM 05:40AM 06:02AM 06:22AM 06:42AM 07:03AM 05:51 AM 06:14AM 06:34AM 06:54AM 07:17AM 05:52AM 06:15AM 06:35AM 06:55AM 07:18AM 06:03AM 06:26AM 06:46AM 07:06AM 07:29AM 06:10AM 06:33AM 06:53AM 07:13AM 07:36AM 06:14AM 06:37AM 06:57AM 04:51 AM 05:18AM 05:41AM 07:17AM, 07:40AM 06:23AM 06:46AM 07:08AM 07:28AM , 07:51 AM 06:33AM 06:56AM 07:17AM 07:37AM 08:OOAM 06:42AM 07:07AM -07:28AM 07:48AM 08:11AM 05:55AM 06:07AM 06:26AM 06:43AM 06:45AM 07:10AM 04:58AM 05:25AM 07:31AM 07:51 AM 08:14AM 05:48AM 06:04AM 06:16AM 06:35AM 06:52AM 06:54AM 07:20AM 07:41AM L08:01 AM 08:24AM • -It • 07:07AM 07:23AMI 07:37AM !I 07:38AM 107:49AM It 07:56AM 108:OOAM 08:11AM 108:20AM jI 08:31 AM jL08:34AM II 08:44AM 07:27AM 07:43AM 07:57AM 07:58AM 08:09AM 08:16AM 08:20AM 08:31AM [08:40AM 108:51 AM 08:54AM 09:04AM 07:47AM 08:03AM 08:17AM 08:18AM 08:29AM 1 08:36AM 08:40AM 08:51AM 09:00AM 09:10AM 09:13AM 09:23AM 08:07AM 08:23AM L08:37AM 08:38AM 08:49AM 08:56AM 09:OOAM 09:11 AM 09:20AM 09:30AM 09:33AM 09:43AM 08:27AM 08:43AM 08:57AM 08:58AM 09:09AM 09:16AM 09:20AM 09:31 AM 09:40AM 09:50AM 09:53AM , 10:03AM i 08:47AM 09:03AM 09:16AM 09:17AM 09:28AM 09:35AM 09:39AM 09:50AM 09:59AM 10:09AM 10:12AM 10:22AM ' 09.07AM 09:23AM 09:36AM 09:37AM 09:48AM 09:55AM 09:59AM 10:10AM 10:19AM 10:29AM 10:32AM 10:42AM 09:37AM 09:53AM 10:06AM 10:07AM 10:18AM 10:25AM 10:29AM 10:40AM 10:49AM 10:59AM j 11:02AM 11:12AM 10:07AM 10:23AM 10:36AM 10:37AM 10:48AM 10:55AM 10:59AM 11:10AM 11:19AM 11:29AM 11:32AM 11:42AM 10:37AM 10:53AM 11:06AM 11:07AM 11:18AM 11:25AM 11:29AM 11:40AM 11:49AM 11:59AM ,, 12:02PM 12:12PM 11:07AM 11:23AM 11:36AM 11:37AM 11:48AM 11:55AM 11:59AM 12:10PM 12:19PM 12:29PM 12:32PM 12:42PM 11:37AM 1 1:53AM 12:06PM 12:07PM 12:18PM 12:25PM 12:29PM 12:40PM 12:49PM 12:59PM 01:02PM 01:12PM 12:07PM 12:23PM 12:36PM ' 12:37PM 12:48PM 12:55PM 12:59PM 01:10PM 01:19PM 01:29PM 01:32PM 01:42PM 12:37PM 12:53PM 01:06PM 01:07PM 01:18PM ' 01:25PM 01:29PM 01:40PM 01:49PM 01:59PM 02:03PM 02:13PM , 01:07PM 01:23PM 01:36PM 01:37PM 01:48PM 01:55PM 01:59PM 02:11 PM 02:21 PM 02:32PM [ 02:36PM 02:46PM 01:37PM 01:53PM 02:08PM 02:09PM 02:21PM 02:29PM 02:33PM 02:45PM 02:55PM 03:06PM 03:10PM ] 03:20PM • 02:25PM 02:26.PM 02:38PM 02:46PM 02:50PM 03:02PM 03:12PM 03:23PM 03:27PM 03:37PM 02:07PM 02:23PM 02:38PM 02:39PM 102:51 PM 02:59PM 03:03PM 03:15PM 03:25PM L03:36PM 03:40PM r 03:50PM 02:37PM 102:53PM 103:08PM 03:09PM 03:21 PM 03:29PM 03:33PM 03:45PM 03:55PM [04:06PM 04:10PM 04:20PM 02:57PM 03:13PM 03:28PM 03:29PM 03:41PM 03:49PM 03:53PM 04:06PM 04:16PM 04:27PM 04:31 PM 1 04:41PM 03:17PM 03:33PM1 03:48PM 03:49PM 04:02PM 04:10PM 04:15PM 04:28PM 04:38PM 04:49PM 1 04:53PM 05:03PM 03:37PM 03:53PM 04:09PM 04:10PM 04:23PM, 04:31PM 04:36P404:49PM 04:59PM 05:10PM 05:14PM 05:24PM 03:57PM 04:13PM 04:29PM 04:30PM 04:43PM 04:51 PM 04:56PM 05:09PM 05:19PM 05:30PM 05:34PM 05:44PM , 04:17PM 04:33PM1 04:49PM 04:50PM 05:03PM 05:11PM [05:16PM 05:29PM 05:39PM 105:50PM 05:54PM 06:04PM 04:37PM 04:53PM 05:09PM 05:10PM 05:23PM 05:31PM 05:36PM 05:49PM 05:59PM 06:10PM 06:14PM 06:24PM 04:57PM 05:13PM 05:29PM 05:30PM 05:43PM 05:51 PM 05:56PM 06:09PM 06:19PM 06:30PM 1 06:34PM 06:44PM 1 , 05:17PM 05:33PM' 05:49PM 05:50PM ]06:O3PM 06:11PM 06:16PM 06:29PM 06:39PM 06:50PM 06:54PM 07:04PM 106:36PM 05:37PM 05:53PM 1 06:09PM 06:10PM 1 06:23PM L06:31 PM 06:49PM j 06:59PM 07:10PM 1 07:13PM 07:21PM 06:07PM 06:23PM 06:39PM 06:40PM 06:53PM 07:01 PM 07:05PM 07:15PM 07:24PM 107:33PM 07:36PM 07:44PM 06:47PM 07:16PM 07:17PM € 07:28PM 07:35PM 107:39PM 07:49PM ] 07:58PM 08:07PM 08:10PM 08:18PM1 ,07:03PMI 07:27PM 07:41 PME 07:54PM 07:55PM 08:O6PM 08:13PM 08:17PM 08:27PM 08:36PM ' 08:45PM 08:48PM 08:56PM [ 08:07PM 08:21PM 08:34PM 08:35PM, 08:46PM 08:53PM 08:57PM 09:07PM 1 09:15PM 09:23PM' 09:26PM 09:33PM 09:07PM 09:20PM 09:32PM 09:33PM 09:43PM 09:49PM 09:53PM 10:02PM 10:10PM 10:18PM L 10:21 PM 110:28PM I 10:07PM 10:20PM 10:32PM- 10:33PM 10:43PM 10:49PM 10:53PM 11:02PM 11:10PM 11:18PM 11:21PM r 11:28PM 11:07PM 11:20PM' 11:31PM ' 11:32PM 11:42PM 11:48PM 11:52PM 12:01AM 1 12:09AM [12:17AM 12:20AM 12:27AM Schedule M I! A {+ rIt',,A, fir. a } t` s`xvzPi..,s TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305.891.3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. 10 5 p.m. www.miamidade.gov ROUTE 32 SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND Usrg Our Site Contact Us Privacy Statement . . • Op. .p _. ® �ci s♦J�E. �� '" ' ♦ 7.- % V~tli ♦ - tat V� cEa� i _.. F d . 's.w. s.rtS''y5�-, -�.��."d.. :.'$.Y .. 4 C% ! '.v; �, Y J4-}.. }'� ' '��`.R' r .. p p� �"J �f t1 .'4'... -, � Yx 05:01AM 05:28AM 05:51AM 06:07AM J 06:19AM 06:38AM 06:55AM 07:15AM 07:35AM 07:55AM 08:15AM 08:35AM 08:55AM 05:07AM 05:34AM 05:57AM 06:15AM 06:27AM 06:46AM 07:04AM 07:24AM 05:15AM 05:42AM 07:44AM 06:07AM 06:25AM 06:37AM 06:56AM 08:04AM 08:24AM 08:44AM 09:04AM 07:16AM 07:36AM 07:56AM 08:16AM 08:36AM 08:56AM 09:14AM 05:23AM 05:50AM 06:16AM 06:34AM 06:46AM 07:06AM 07:26AM 07:46AM 08:O6AM 08:26AM 08:46AM 09:06AM 09:23AM 05:33AM 06:01 AM 06:27AM 06:45AM 07:01 AM 07:21 AM] 07:41AM 05:36AM 1 05:41AM 05:48AM 06:05AM 06:31 AM 06:49AM 08:01 AM 08:21AM 08:41 AM 09:01 AM 09:19AM 09:36AM 07:07AM 07:27AM 07:47AM 08:07AM 08:27AM 08:47AM 09:05AM 09:23AM 09:40AM 06:11AM 06:37AM 06:55AM 07:15AM 07:35AM 07:55AM 08:15AM 08:35AM 08:55AM 09:12AM 09:30AM 09:47AM 06:20AM 06:46AM 07:06AM 07:26AM 07:46AM 08:06AM 08:26AM 08:46AM 09:06AM 09:21 AM 09:39AM 09:56AM 05:49AM 06:21AM 06:47AM 07:07A M 07:27AM 07:47AM 08:07AM 08:27AM 08:47AM 09:07AM 09:22AM 09:40AM 09:57AM 05:59AM1 06: 06:33AM 07:02AM 07:22AM 07:42AM 08:02AM 08:22AM 08:42AM 09:02AM 09:22AM 09:37AM 09:55AM 10:12AM 06:47AM 07:17AM 07:37AM 07:57AM 08:17AM 08:37AM 08:57AM 09:17AM 09:37AM 09:52AM 10:10AM 10:27AM • 09:26AM 09:34AM 09:44AM 09:53AM 10:06AM 10:10AM 10:17M 10:26AM _ 10:27AM 10:42AM r 10:57AM , 09:56AM 10:04AM 10:14AM 10:23AM 10:36AM 10:40AM 10:47AM 10:56AM 10:57AM 11:12AM 11:27AM 10:26AM 10:34AM 10:44AM 10:53AM 11:06AM 11:10AM 11:17AM 11:26AM [ 11:27AM 11:42AM 11:57AM 10:56AM 11:04AM 11:14AM f 11:23AM 11:36AM 11:40AM 11:47AM [ 11:56AM 11:57AM 12:12PM 12:27PM 12:27PM 12:42PM 12:57PM 11:26AM 11:34AM 11:44AM 11:53AM 12:06PM m 12:10PM 12:17PM 12:26PM 11:56AM 12:04PM 12:14PM 12:23PM 12:36PM 12:40PM 12:47PM 12:56PM 12:57PM 01:12PM 01:27PM 12:26PM 12:34PM 12:44PM 12:53PM 01:06PM 01:10PM 01:17PM I 01:26PM 01:27PM 01:42PM 01:57PM 12:56PM 01:04PM 01:14PM 01:23PM 01:36PM 01:40PM 01:47PM 01:56PM 01:57PM 02:12PM 02:27PM 01:27PM 01:35PM 01:45PM 01:54PM 02:07PM 02:11 PM 02:17PM 02:27PM 02:28PM '02:42PM 02:57PM 01:55PM 02:03PM € 02:15PM 02:24PM 02:37PM' 02:41 PM 02:47PM 02:57PM 02:58PM 03:12PM 03:27PM 02:25PM 02:33PM 02:45PM 02:54PM 03:07PM 03:11PM € 03:17PM 03:27PM 03:28PM 03:42PM 03:57PM 02:55PM 03:14PM 03:34PM 03:54PM 04:14PM 04:34PM 04:54PM 03:03PM 03:22PM 103:42PM 05:14PM 05:34PM 05:57PM 06:19PM 07:04PM 07:34PM 04:02PM 04:22PM 04:42PM 08:38PM 09:41PM 10:37PM 05:02PM 11:37PM 05:22PM 05:42PM 06:05PM 06:27PM 03:15PM 03:34PM 03:54PM 07:11PM 07:41PM 08:45PM 04:14PM 04:34PM 09:48PM 110:44PM IL 11:42PM 04:54PM 05:14PM 03:24PM 05:34PM 05:54PM r06:17PM 06:39PM 07:21P 03:43PM 04:03PM 04:23PM 07:51PM 04:43PM 05:03PM 08:55PM 09:56PM 10:52 P M 11:49PM 05:23PM 05:43PM 03:37PM 06:03PM 06:26PM '03:56PM 04:16PM 04:36PM 04:56PM1 05:16PM 05:36PM 03:41PM 1103:47PMJI 03:57PM 04:OOPM 04:20PM 04:40PM 06:48PM 07:30PM 08:00PM 09:04PM 10:04PM 11:01PM 05:56PM 06:16PM 11:58PM 06:39PM 07:01 PM 07:41 PM 08:11 PM 05:OOPM 05:20PM 09:14PM 10:14PM 05:40PM 06:OOPM 06:20PM 04:06PM 06:43PM 11:10PM, 12:07AM 07:05PM 04:26PM 07:45PM 04:46PM 05:06PM 05:26PM 08:15PM 09:18PM 10:18PM 11:13PM 05:46PM 06:06PM 12:10AM 06:26PM] 06:49PM 04:17PM 04:37PM 04:57PM 07:11PM 07:51 PM 08:21 PM 05:17PM 09:23PM 10:23PM 05:37PM 05:57PM 06:17PM 11:17PM 12:14AM CLOSE WINDOW 06:37PM 07:OOPM 03:58PM 04:18PM 07:20PM 08:OOPM 04:38PM 04:58PM 05:18PM 08:30PM 09:31PM 10:31 PM 05:38PM 05:58PM 11:23PM 12:20AM 06:18PM 06:38PM 07:01 PM 04:12PM 04:27PM L04:32PM 07:21 PM 08:01 PM 08:31PM 04:52PM 05:12PM€ 09:32PM 10:32PM 11:24PM 05:32PM 05:52PM 06:12PM 06:32PM 12:21AM 06:52PM 07:13PM 07:33PM 04:47PM 05:07PM 08:13PM 05:27P 05:47PM 06:07PM 08:43PM 09:44PM 10:44PM 06:27PM 06:47PM 07:07PM 07:27PM 07:47PM 08:27PM 08:57PM 09:57PM 10:57PM • TABLE 4 - 4 GENERALIZED PEAK HOUR TWO-WAY VOLUMES FOR FLORIDA'S URBANIZED AREAS* UNINTERRUPTED FLOW ITIGHWAYS Lanes Divided A 2 Undivided 180 4 Divided 1,940 6 Divided 2,900 Level of Service B C D 620 1,210 1,720 3,140 4,540 5,870 4,700 6,800 8,810 E 2,370 6,670 10,010 STATE TWO-WAY ARTERIALS Class I (>0.00 to 1.99 signalized intersections per mile) Level of Service Lanes Divided A B C D 2 Undivided ** 400 1,310 1,560 4 Divided 460 2,780 3,300 3,390 6 Divided 700 4,240 4,950 5,080 8 Divided 890 5,510 6,280 6,440 13 1,610 *** *** *** Class 11 (2.00 to 4.50 signalized intersections per mile) Level of Scrvicc Lanes Divided A B C D E 2 Undivided ** 180 1,070 1,460 1,550 4 Divided 6 Divided 8 Divided ** 390 620 800 2,470 3,830 5,060 3,110 4,680 6,060 3,270'! 4,920 6,360 Class III (more than 4.5 signalized intersections per mile and not within primary city central business district of an urbanized area over 750,000) Lanes Divided 2 Undivided 4 Divided 6 Divided 8 Divided A ** ** ** ** B ** ** ** Level of Service C D 13 500 1,200 1,470 1,180 2,750 3,120 - 1,850 4,240 4,690 2,450 5,580 6,060 Class IV (morc than 4.5 signalized intersections per mile and within primary city central business district of an urbanized arca over 750,000) Lanes Divided 2 Undivided 4 Divided 6 Divided 8 Divided A ** ** Level of Service 13 C D * * ** ** * * 490 1,170 1,810 2,460 1,310 2,880 4,350 5,690 F. 1,420 3,010 4,520 5,910 FREEWAYS Interchange spacing? 2 mi- apart Level of Service A 13 C D 2,310 3,840 5,350 6,510 3,580 5,930 8,270 10,050 Lanes 4 6 8 10 12 4,840 6,110 7,360 8,020 10,110 12,200 11,180 14,110 17,020 13,600 17,160 20,710 E 7,240 11,180 15,130 19,050 23,000 Interchange spacing < 2 nu, apart Level of Service Lanes A B C D C 4 2,050 6 3,240 8 4,420 10 5,600 12 6,780 3,350 4,840 6,250 7,110 5,250 7,600 9,840 11,180 7,160 10,360 13,420 15,240 9,070 13,130 16,980 19,310 10,980 €5,890 20,560 23,360 NON -STATE ROADWAYS Major City/County Roadways Level of Service Lanes Divided A B C 2 Undivided ** ** 870 4 Divided *' ** 2,030 6 Divided *• ** 3,170 Lanes Divided 2 Undivided 4 Divided Other Signalized Roadways (signalized intersection analysis) Level of Service A B c ** ** 450 ** ** 1,050 D 1,390 2,950 4,450 E 1,480 3,120 4,690 D E 950 1,200 2.070 2,400 BICYCLE MODE (Note: Level of service for the bicycle mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not number of bicyclists using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder Bicycle Lane Coverage 0.49% 50-84% 85-100% A ** ** 300 Level of Service B C D ** 310 1,310 240 390 >390 680 >630 *** E >1,310 *** *** PEDESTRIAN MODE (Note: Level of service for the pedestrian erode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not number of pedestrians using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum scrvicc volumes.) Level of Service Sidewalk Coverage A 13 C D E 0-49% ** ** ** 600 1,480 50-84% ** ** ** 940 1,800 85-100% ** 210 1,080 >1,080 *** BUS MODE (Scheduled Fixed Route) (Buses per hour) (Hole: Busts per hour shown are only for the peak hour in the oiagie direction of higher traffic flow.) Level of Service Sidewalk Coverage A B C D 0-84% ** >5 >4 >3 85-100% >6 >4 >3 >2 02/22/02 Lanes 2 2 Multi Multi ARTERIAL/NON-STATE ROADWAY ADJUSTMENTS DIVIDED/UNDIVIDED (alter corresponding volume by the indicated percent) Median Left Turns Lanes Adjustment Factors Divided Yes +5% Undivided No -20% Undivided Ycs -5% Undivided No -25% Source: Florida Department of Transportation Systems Planning Office 605 Suwannee Street, MS 19 Tallahassee. FL 32399-0450 http:/lwwwl 1.mytlorida.com/planningisystcrns;srn losldcfoult.htm -This table does not cons-litutr a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for mote specific planning applications. The tabu and dernieg computer tnodcls should nor be used for corridor or intersection design. where mare refined techniques exist. Values shown are hourly two-way volumes far levels of service and are for the automobile rack modes ualess specifically stated. Level of service letter grade thresholds are probably not comparable across modes and, therefore, cross modal comparisons should be made with caution. Furthermorr, combining levels of service of different modes into one overall roadway level of service is not recommended. To convey to annual average daily traffic v(1lumes, these volumes must be divided by as appropriate K factor. The table's input value defaults and level of service criteria appear an the following page. Calculations arc based on planning applications of the Irighway Capacity Manual, Bicycle LOS Model, Pedestrian LOS Model and Transit Capacity and Quality of Service Manual, respectively for the aummnbileltruck, bicycle, pedestrian and bus mode. '•Cannot be achieved using table input value defaults - •••Not applicable for that level of service letter grade. For automobile/truck modes, volumes greater than level of service I) become F bceaooe interscetion capacities have been reached. For bicycle and pedeitrian mudcs, She level of service lane: grade (including F) is not achievable, because there is no maximum vehicle volume threshold using table input value defaults91 - ONE-WAY FACILITIES Decrease corresponding two -directional volumes in this table by 40% to obtain the equivalent one directional volume for one-way facilities. • • • TABLE 4 - 4 ,continued) GENERALIZED PEAK HOUR TWO-WAY VOLUMES FOR FLORIDA'S Urbanized Areas INPUT VALUE ASSUMPTIONS { UN€N'I FR€iUPTED FLOW FACILITIES Freeways 1.1Lhw ars ROADWAY C€€ARACATERISTICS Number of through lanes 4 - 12 4 - 12 2 4 - 6 Posted speed (mph) 65 55 50 50 Free {low speed (mph} 70 60 55 55 Basic segment length (mil 1.5 0 Interchange spacing per mile 2.5 1 Median (n,y) n Y Left turn lanes fn,y) d y y Terrain Er,l) 1 1 i 1 %no passing zone 80 Passing lanes £n,y) n TRAFFIC CHARACTERISTICS Planning analysis hour factor IK) 0.092 0,093 0.095 0.095 Disecsional distribution factor (D) 055 0,55 0.55 0.55 Peak hour factor (PI IF) 0,95 0.95 0.925 0.925 Haan capacity 1pcphpl3 1700 2100 Heavy vehicle percent f 1 6.0 4.0 20 2 0 Local adjustment factor 0.98 1.00 €.0 1.0 INTERRUPTED FLOW FACILIT1k:S State Arterials Non -State Roadways Bicycle Pedestrian Bus CHARACTERISTICS Class 1 Class €1 Class ill Class IV Major Ci vlCounty Other Signalized Class 11 Class 11 ROADWAY 2 4-6 8 2 4-6 8 2 4-6 8 2 4-6 8 3550 n 30UjiI 2 45 �4 - 6 2-4 4 4 40 1.111111111111 Number of throu •is lanes 50 50 45 45 45 15 35 40 Posted s ccd 0,1910 Free 01,v speed (mph€ 55 50 50 50 40 40 40 Medan In.nr-r) � ew fa.t.wl11== ac .©M ritorally il 'E-RA Ft'IC CIIAE;AC'r€::€tIST€C'SIIIIIIIIIMIIIIIIIMIIIMMIIIIIMIIIMIIImmmIIIIIIIIIIIMIIIIIIIMIMIIIIIIMIIIIIIIIIIIIIMIIIIIIIIMMIIIIIIIIMMIMIIIIIII hour favor {1;) a Plmmin, analysis factor €I?l a Directional d�st60utdon factor IPI IF)0.925 r 925 125 925 925 r €'cak hour !low (pcphpii Rase r suration rate a Ilcav-y vehicc percent factor a a Local adjus{n;cnt €anes turns (cons exclusive urn 15 Dos 5san UCSCNICC CIIARACTE€{I5l']C9 CONTROL ions a 5€enalized intcrseel per mile 1-6j Arrival }Tc f Signal type (as,q alffa.111�I ® I20 I70 €20 20 C cle lenvth fCi EPuctive peen ratio Ec/C5 1l�120 0,44 �;p ®®®® 0.4) 0 41 044 0,44 s'. Free w ays Ili:lit vars Si are Tiro-\Vav Arl trials - .Non -State Ron d,ya vs Bincle Pedestrian Bus Level of (.'lJai S®I� Ill C1as IV Tu'o-Lane <FFS htul;i1unu vrcMIMI I,,,,,, C [ass 11 ATS Class IN AfS Class IV ATS Major City/Comity ATS Other Shgnaileed Central Delay Sc ore Scare Buses per hr. � I >42m h >35 n; Is >l{1 ash >25m It rJS mnh < 10 sec < 1.5 BLS >6 <0.47 >0.831 <0.47 c16 a34mnh >28 mph >24 mph >19 mph >2B mph <2.5 j >4 EN <0,51 <074 .068 ®�®TM 4s ���� >0.750 <0.68 26 >21enh >22msh >l8m.h >13mph >22rnh i. c3.5 �M >3 >0.6fi7 < 4.5 <5.5 ,� > 5.5 -® 00583 >p tl <33 nmh ���� vic = Demand to Cspackly Ratio FFS - I'ercent Frcc blow Spec ATS — Average Travel Speed 02; 22,02 92 • Miami -Dade 1999 Validation Distribution Report DIRECTIONAL DISTRIBUTION SUMMARY ORIGIN CARDINAL DIRECTIONS 1 TOTAL 1 ZONE NNE ENE ESE SSE SSW WSW WNW NNW 496 TRIPS 129 49 54 123 177 189 141 133 995 PERCENT 12.96 4.92 5.43 12.36 17.79 18.99 14.17 13.37 497 TRIPS 121 53 52 117 168 178 112 130 931 PERCENT 13.00 5.69 5.59 12.57 18.05 19.12 12.03 13.96 498 TRIPS 616 299 248 634 897 903 600 660 4857 PERCENT 12.68 6.16 5.11 13.05 18.47 18.59 12.35 13.59 499 TRIPS 192 91 75 157 258 266 194 208 1441 PERCENT 13.32 6.32 5.20 10.90 17.90 18.46 13.46 14.43 500 TRIPS 379 94 147 419 410 539 350 395 2733 PERCENT 13.87 3.44 5.38 15.33 15.00 19.72 12.81 14.45 501 TRIPS 339 133 125 323 322 610 381 383 2616 PERCENT 12.96 5.08 4.78 12.35 12.31 23.32 14.56 14.64 502 TRIPS 249 107 91 210 223 485 278 302 1945 PERCENT 12.80 5.50 4.68 10.80 11.47 24.94 14.29 15.53 503 TRIPS 1070 374 429 837 1028 1756 1203 1359 8056 PERCENT 13.28 4.64 5.33 10.39 12.76 21.80 14.93 16.87 504 TRIPS 594 231 282 251 1210 1358 756 916 5598 PERCENT 10.61 4.13 5.04 4.48 21.61 24.26 13.50 16.36 505 TRIPS 838 327 399 313 1772 1982 1426 1413 8470 PERCENT 9.89 3.86 4.71 3.70 20.92 23.40 16.84 16.68 506 TRIPS 869 360 340 470 824 1596 1211 1209 6879 PERCENT 12.63 5.23 4.94 6.83 11.98 23.20 17.60 17.58 507 TRIPS 649 336 322 223 1206 1286 1231 1021 6274 PERCENT 10.34 5.36 5.13 3.55 19.22 20.50 19.62 16.27 508 TRIPS 72 201 137 19 75 321 193 122 1140 PERCENT 6.32 17.63 12.02 1.67 6.58 28.16 16.93 10.70 509 TRIPS 267 117 78 46 471 702 623 531 2835 PERCENT 9.42 4.13 2.75 1.62 16.61 24.76 21.98 18.73 510 TRIPS 18 31 11 3 26 88 61 42 280 PERCENT 6.43 11.07 3.93 1.07 9.29 31.43 21.79 15.00 - 36- 12/31/01 • APPENDIX F FDOT LOS TABLES & MUATS INFORMATION • • • • • COMMITTED DEVELOPMENT WORKSHEET PM PEAK HOUR TRAFFIC VOLUME FROM COMMITTED DEVELOPMENT {See Figure 5 for location map and key) BISCAYNE BOULEVARD LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION TOTAL INTERSECTION AND APPROACH 1 2 3 4 5 6 7 8 9 10 VOLUME NE 27th Street EB LEFT 0 0 0 0 0 0 0 0 0 0 0 ES THRU 0 0 0 0 0 0 0 0 0 0 0 EB RIGHT 0 0 0 0 0 0 0 0 0 0 0 WB LEFT 0 0 0 0 0 0 0 0 0 0 0 WBTHRU 0 0 0 0 0 0 0 0 0 0 0 WB RIGHT 0 0 0 0 0 0 0 0 0 0 0 NB LEFT 0 0 0 0 0 0 0 0 0 0 0 NB THRU 0 0 16 19 23 64 3 7 6 14 152 NB RIGHT 0 0 0 0 0 0 0 0 0 0 0 SB LEFT 0 0 0 0 0 0 0 0 0 0 0 SB THRU 0 0 15 20 22 63 3 10 5 5 143 SB RIGHT 0 0 0 0 0 0 0 0 0 0 0 NE 28th Street EB LEFT 0 0 0 0 0 0 0 0 0 0 0 EBTHRU 0 0 0 0 0 0 0 0 0 0 0 EB RIGHT 0 0 0 0 0 0 0 0 0 0 0 WB LEFT 0 0 0 0 0 0 0 0 0 0 0 WBTHRU 0 0 0 0 0 0 0 0 0 0 0 WB RIGHT 0 0 0 0 0 0 0 0 0 0 0 NB LEFT 0 0 0 0 0 0 0 0 0 0 0 NB THRU 0 0 16 19 23 64 3 7 6 14 152 NB RIGHT 0 0 0 0 0 0 0 0 0 0 0 SB LEFT 0 0 0 0 0 0 0 0 0 0 0 SB THRU 0 0 15 20 22 63 3 10 5 5 143 SB RIGHT 0 0 0 0 0 0 0 0 0 0 0 NE 29th Street 0 ER LEFT 0 0 0 0 0 0 0 0 6 0 6 EB THRU 0 0 0 0 0 0 0 0 0 0 0 EB RIGHT 0 0 0 0 0 0 0 0 0 7 7 W B LEFT 0 0 0 0 0 0 0 0 0 0 0 WB THRU 135 26 14 17 9 21 4 6 8 15 255 WB RIGHT 0 0 0 0 0 0 0 0 3 0 3 NB LEFT 0 0 0 0 0 0 0 0 0 4 4 NB THRU 0 0 16 11 23 64 3 7 6 14 144 NB RIGHT 0 0 0 0 0 0 0 0 0 0 0 SB LEFT 0 0 0 0 0 0 0 0 0 0 0 SB THRU 0 0 15 21 22 63 3 10 5 5 144 SB RIGHT 0 0 0 0 0 0 0 0 0 0 0 Arterial Summary Biscayne Boulevard North- and Southbound Highest Total Volume = 288 NE 29th Street East- and Westbound Highest Total Volume = 255 TABLE $N • • • TABLE D-5 COMMITTED DEVELOPMENT TRAFFIC WORKSHEET DEVELOPMENT TAZ VPH PAX VPH 1.4 Biscayne Blvd NE 2nd Ave NE 20th St NE 29th St TOTAL Tuttle Street 382 241 337 14 51 0 0 65 Avant 503 117 164 39 78 5 17 140 Biscayne Bay Tower (Blue) 504 125 175 41 29 14 30 113 ,---Piatinum Condominium 504 35 49 11 8 4 8 32 Sky Residences 504 17 24 6 4 2 4 15 1800 Club 505 322 451 322 0 75 54 452 Bay 25 (Star) 505 35 49 35 0 8 6 49 Biscayne Say Lofts (Onyx) 505 1 1 1 0 0 0 1 Biscayne Vitlage 505 252 353 252 0 59 42 353 Edgewater Tower (Rasabeila) 505 127 178 127 0 30 21 178 Metropolis Bayshore (Quantum) 505 417 584 417 0 98 70 585 Miramar Center II 505 532 745 532 0 124 90 746 Cultural Center 512 98 3,109 29 69 17 0 115 TOTAL 2,319 6,219 1,825 238 436 344 2,845 COMMITTED DEVELOPMENT AUTO 1.4 % TOTAL AUTO TRANSIT VPH PPH AUTO PPH PPH PPH 2,319 3,247 0.95 3,417 3,247 171 TRIP DISTRIBUTION TAZ NNE ENE ESE SSE SSW WSW WNW NNW TOTAL 382 13.36 4.92 5.11 5.62 21.29 19.93 13.81 15.96 100.00 503 13.28 4.64 5.33 10.39 12.76 21.80 14.93 16.87 100.00 504 10.61 4.13 5.04 4.48 21.61 24.26 13.50 16.36 99.99 505 9.89 3.86 4.71 3.70 20.92 23.40 16.84 16.68 100.00 506 12.63 5.23 4,94 6.83 11.98 23.2 17.6 17.58 99.99 512 8.97 4.92 4.34 11.72 16.64 18.96 20.12 14.33 100.00 Biscayne Blvd NE 2nd Ave NE 20th St NE 29th St TRIP ASSIGNMENT TAZ 382 503 504 505 506 512 5.62 33.64 32.46 100.00 29.63 20.69 21.29 66.36 22.94 0.00 70.36 34.45 0.00 4.64 10.81 23.40 17.60 20.12 0.00 14.93 24.26 16.84 0.00 0.00 GALLERY ART CONDOMINIUM August 20. 2004 TABLE SN •DEVELOPMENT TAZ VPH PAX VPH 1.4 Biscayne Blvd NE 2nd Ave NE 20th St NE 29th St TOTAL i'"Shops at Midtown 500 996 1,394 200 135 335 '�2 Midtown Class II 500 305 427 26 26 52 u- Midpoint Village 503 92 129 31 61 4 14 110 The Steps on the Boulevard 503 142 199 48 94 7 21 170 '--- Onyx 2 504 67 94 45 24 16 9 94 5th Avenue Lofts 504 28 39 14 14 The Yorker 504 41 57 27 15 10 5 57 Biscayne Park 504 114 150 77 41 27 15 160 Ice 504 60 84 40 22 14 8 84 Zafire 504 25 35 17 9 6 3 35 Ice 2 504 60 84 40 22 14 8 84 Moon Bay 504 40 55 27 14 10 5 56 Paramount @ Edgewater 505 221 309 84 51 45 56 246 Soho 505 56 78 26 19 13 9 67 New Wave 505 49 69 23 17 11 8 59 Uptown Lofts 505 59 83 27 20 14 10 71 Bayview Market 506 1,697 2,376 503 1,194 299 0 1,996 Biscayne Tower 506 186 260 55 131 33 0 218 Ellipse 506 150 210 44 105 26 0 176 4,388 6,144 1,129 2,074 549 333 4,085 • • TABLE D-fi OTHER DEVELOPMENT TRAFFIC WORKSHEET OTHER DEVELOPMENT AUTO 1.4 % TOTAL AUTO TRANSIT VPH PPH AUTO PPH PPH PPH 4,388 6,144 0.95 6,467 6,144 323 Total Residential Office Retail Residential Office Retail VPH DU SF SF VPH VPH VPH 5th Avenue Lofts 28 42 30 Onyx 2 67 122 71 Soho 56 95 58 2 Midtown Class It 305 Shops at Midtown 996 Paramount @ Edgewater 221 Bayview Market 1,697 24 445,675 19 1,679 Biscayne Park 114 214 300 550 112 2 Biscayne Tower 186 175 24,136 95 91 Ellipse 150 262 4,624 132 17 Ice 60 100 60 Ice 2 60 100 60 Midpoint Village 92 100 8,580 60 32 Moon Bay 40 61 40 New Wave 49 78 49 The Steps on the Boulevard 142 120 19,320 70 72 The Yorker 41 62 41 Uptown Lofts 59 63 4,800 41 18 Zafire 25 34 25 4,388 GALLERY ART CONDOMINIUM August 20. 2004 TABLE $N • • • TABLE D-7 TRANSIT RIDERSHIP WORKSHEET AVG RIDERS DESIGN % COMM OTHER PROJECT SEATS PAX LOAD CAPACITY TRANSIT DEVEL DEVEL RIDERS EXISTING PER PER FACTOR RIDERS RIDERS RIDERS ROUTE HEADWAY VEHICLE HOUR PER HR 3 20 43 177 150°/a 387 14.00% 24 45 1 16 20 44 168 150% 396 13.29% 23 43 1 32 20 43 45 150% 387 3.56% 6 12 0 36 20 46 52 150% 414 4.11 % 7 13 0 62 10 41 34 150a/a 738 2.69% 5 9 0 95 15 43 0 125% 430 0.00% 0 0 0 T 20 46 300 150% 414 23.73c/a 41 77 2 MAX 15 46 208 150% 552 16.46% 28 53 1 9 10 46 204 150% 828 16.14% 28 52 1 10 40 46 68 150% 207 5.38% 9 17 0 6 60 26 8 150% 78 0.63% 1 2 0 1264 4,831 100.00% 171 323 7 COMMITTED DEVELOPMENT AUTO 1.4 % TOTAL AUTO TRANSIT VPH PPH AUTO PPH PPH PPH 2,319 3,247 95% 3,417 3,247 171 OTHER DEVELOPMENT AUTO 1.4 % TOTAL AUTO TRANSIT VPH PPH AUTO PPH PPH PPH 4,388 6,144 95% 6,467 6,144 323 PROJECT AUTO 1.4 % TOTAL AUTO TRANSIT VPH PPH AUTO PPH PPH PPH 93 130.2 0.95 137 130.2 7 FUTURE TRANSIT CAPACITY AVG DESIGN SEATS LOAD CAPACITY FUTURE PER FACTOR ROUTE HEADWAY VEHICLE 3 15 43 150% 516'' 16 15 44 150% 528 ' 32 15 43 150% 516 36 15 46 150% 552 ✓ 62 10 41 150°/a 738 '..--- 95 15 43 125% 430` T 20 46 150% 414 MAX 15 46 150% 552 9 10 46 150% 828 10 40 46 150% 207 6 30 26 150% 156 5,437 NOTES 1. Existing Headways based upon current schedules. 2. Future Headways based upon Peoples Transportation Plan. 3. Average Seats per Vehicle based upon Downtown DRI. Confirmed by checking ridership surveys for last 12 months. 4. Existing Ridership based upon Downtown DRI. Confirmed by checking ridership surveys for last 12 months. 5. Design Load Factors based upon Downtown DRI. GALLERY ART CONDOMINIUM August 20. 2004 TABLE 4N • • • FACILITY ROADWAY TRANSIT ROUTE FROM TABLE D-1 YEAR 2004 VOLUME TO FUNCTIONAL CLASS VOLUME VPH 1.4 PPV BISCAYNE BLVD Biscayne Blvd NE 1981 Skeet NE 29th Street PRIN ART Class III 3,283 4 596 3 192 16 182 J2 49 36 56 62 37 95 9 T 325 MAX 225 TOTAL 5,651 NE 2 AVE NE 2nd Avenue NE 18th Street NE 29In Street MTN ART 4LU 1,78a 2 492 221 10 74 TOTAL 2,784 TOTAL NW5 FACILITIES 6,447 , NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1,229 1,720 32 49 TOTAL 1,768 NE 29 ST NE 291h Street NE 2nd Avenue N Miami Avenue COLL 4LU 661 931 6 9 TOTAL 442 CAPACITY FAC[L€TY ROADWAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS CAPACITY VPH 1,6 PPV BISCAYNE BM Biscayne Blvd NE 1993 Street NE 29th Street PRIN ART Class III 5,436 8,698 3 367 16 396 32 387 36 414 62 738 95 430 T 414 MAX 552 TOTAL 17,416 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29CI Street MIN ART 4LU 2,340 3,744 826 10 207 TOTAL am.., .,,.. r.e„ ,.,« 477 NE 20 ST NE 2001 Street NE 2nd Avenue N Miaml Avenue MIN ART 2LU 1 184 1,884 32 387 TOTAL } ] 2,281 NE 29th 5k Bel1111.111.10E2=23.111===1111111EIMINCEMIKELIMMEIMMI VOLUMEICAPACITY FACILITY ROADWAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS VIC BISCAYNE BLVD Biscayne Blvd NE 1901 Sheet NE 29th Street PRIN ART Class al 4,53 3 0,50 15 0,46 32 0.13 36 0.14 62 0.65 95 0.00 T 0.78 MAX 0.41 TOTAL 0.46 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 0.67 9 a 27 10 0 36 TOTAL 0.58 TOTAL WS FACILITIES 0.49 NE 20 5T TOTAL NE 2001 Skeet 32 NE 2nd Avenue N Miern Avenue MIN ART 2LU 0.91 0.13 0,76 NE 28 ST NE 29m Street NE 2nd Avenue N Miami Avenue COLL 40.1 0.25 0.11 TOTAL TOTAL EAN FACILITIES 0,25 q44 NOTES 1, Transit ridership based upon Data in Table 043 escalated at 2% per year for 4 years. 2. Roadway capacity for Biscayne Boulevard based upon FDOT L05 Tabtes adjusted to reflect existing C-115 and G0C=0.80_ GALLERY ART CONDOMINIUM August 20.2004 TABLE SN • • • GALLERY ART CONDOMINIUM TABLE D-2 YEAR 2006 WITHOUT PROJECT VOLUME 'FACILITY ROADWAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS VOLUME VPH 1.4 PPV BISCAYNE BLVD Biscayne Blvd NE 191h Street NE 29th Street PRIN ART Class hl 6,370 8,917 3 259 16 255 32 68 36 79 62 52 95 0 T 455 MAX 316 TOTAL 10,410 NE 2 AVE NE 2nd Avenue NE 12th Sheet NE 29th Street MlN ART 4LU 4,165 5 831 9 310 10 101 TOTAL [ 0243 TOTAL Nf5 FACILITIES 16,654 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 2,264 3,169 32 68 TOTAL 1,237 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 1,371 1,920 0 12 TOTAL �,.r.. �.. 1 932 CAPACITY FACILITY ROADWAY TRANSIT 1FROM r ROUTE TO FUNCTIONAL CLASS CAPACITY VPH 1.5 PPV BISCAYNE BLVD Biscayne Blvd NE 19th Street NE 29th Street PRIN ART Class III 5,436 8,696 3 516 16 528 32 516 36 552 62 738 95 430 T 414 MAX 552 TOTAL 12,944 NE 2 AVE NE 2nd Avenue NE 190 Street NE 29th Street MIN ART 4LU 2,340 3 744 9 828 t0 207 TOTAL �..r., ..,....,-„ ,r�.. 2 4w 7 NE 20 ST -NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1,184 1 694 32 516 TOTAL 2 410 NE 29 5T NE 29t11 Street NE 2nd Avenue N Miami Avenue COLL 4LU 2,340 3.744 6 156 TOTAL .-,..., .,, 1,900 VOLUMEICAPACITY FACILITY ROADWAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS VIC BISCAYNE BLVD Biscayne Blvd NE 19th Street NE 29th Sheet PRIN ART Class 01 1.03 3 0 52 16 0.40 32 0_13 36 0.14 62 0 07 95 000 T 1.10 MAX 0,57 TOTAL 0.80 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th 51xee1 MtN ART 4LU 1.56 9 0.37 10 0.50 TOTAL 1 37 TOTAL NIS FACILITIES 0.95 NE 20 ST TOTAL NE 26th Street 32 NE 2nd Avenue N Miami Avenue MIN ART 2LU 1 67 0.73 1.14 NE 29 ST TOTAL NE 29th Street 6 NE 2nd Avenue N Miami Avenue COLL 4LU TOTAL E+W FACILITIES 0,51 0.0a 0.50 0.82 NOTES 1. Volumes based upon Table D-1 escalated at 295 per year for 4 years plus Cammilted Development and Other Development Traffic. Au0u5120, 2004 TABLE VN • • • TABLE D-3 PROJECT TRAFFIC FACILITY ROADWAY TRANSIT FROM TO FUNCTIONAL VOLUME 1.4 ROUTE CLASS VPH PPV BISCAYNE BLVD Sisca+Lne Blvd NE 19th Street NE 29th Street PRIN ART Class III 44 62 3 1 16 1 32 0 36 0 62 0 95 0 T 2 MAX 1 TOTAL 67 NE 2 AVE NE 2nd Avenue NE 1916 Street NE 29th Street MIN ART 4LU 31 43 9 1 10 0 TOTAL 45 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 22 31 32 0 TOTAL 31 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 16 - 22 - 6 0 TOTAL 22 FACILITY ROADWAY TRANSIT FROM TO FUNCTIONAL 1 CAPACITY 1.6 ROUTE CLASS VPH PPV BISCAYNE BLVD Biscayne Blvd NE 19th Street NE 29th Street PRIN ART Class III 5,436 8,698 3 516 16 528 32 516 36 552 62 738 95 430 T 414 MAX 552 TOTAL 12,944 NE 2 AVE NE 2nd Avenue NE 191h Street NE 291h Street MIN ART 4LU 2,340 3,744 9 828 10 207 TOTAL 4,779 NE 20 ST NE 29th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1,184 1,894 32 516 TOTAL 2,410 29 ST NE 29th Street NE 2nd Avenge N Miami Avenue COLL 4LU 2,340 3,744 [NE 6 156 TOTAL 3,900 VOLUMEICAPACITY FACILITY ROADWAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS i PAX VOLUME % PAX CAPACITY BISCAYNE BLVD Biscayne Blvd 3 16 32 36 NE 19th Street NE 29th Street PRIN ART Class Ili 0.69% 0.36 % 0.36% 0.36% 0.36% 0.71 % 0.19 % 0.17% 0.05% 005% 62 95 T 0.36% #DIV101 0.36% 0.02% 0.00% 0-39% MAX 0.36% R20% TOTAL 0.64% 0.52% NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 074% 1.16% 9 0.36% 0.13% 10 0.36% 0.18% TOTAL 0.71 % 0.94% NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 0.96 % 1.63 % 32 0.36 % 0.05% TOTAL 0.95% 1.29% NE 29 5T NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 1.15% 0.60% 5 0.36% 0.03% TOTAL s 1.15% 0.58 % GALLERY ART CONDOMINIUM August 20 2004 TABLE SN • • • GALLERY ART CONDOMINIUM TAHLE 0-4 YEAR 2006 WITH PROJECT VOLUME FACILITY ROADWAY TRANSIT ROUTE FROM -'TO FUNCTIONAL CLASS VOLUME VPH 1,4 PPV BISCAYNE BLVO Biscayne Blvd NE 19th Sheet NE 29€h Street PRIN ART Class Ifl 5414 6,973 3 259 16 256 32 69 36 79 62 52 95 0 T 457 MAX 317 TOTAL 10,477 NE 2 AVE NE Ind Avenue NE 19th Street NE 29th Street MIN ART 4LU 4,196 5,574 9 311 10 104 TOTAL 0,268 NE 20 ST NE 200s Sheet NE 2nd Avenue N Miami Avenue MIN ART 2LU 2 286 3,200 12 69 TOTAL. 3,268 NE 29 ST NE 291h Street NE 20d Avenue N Miami Avenue COLL 41.1.1 1,387 1,942 6 12 TOTAL 1 854 CAPACITY FACILITY ROADWAY TRANSIT FROM TO (FUNCTIONAL ROUTE CLASS CAPACITY VPH 1,6 PPV BISCAYNE 13LV0 Biscayne Blvd NE 19th Sheet NE 29th Slroel PRIN ART C{ass III 5,430 8,695 3 516 76 528 32 516 38 552 62 736 95 430 T 414 MAX 552 TOTAL 12,944 NE 2 AVE NE 2nd Avenue NE 13th Street NE 29th Street MIN ART 4LU 2,340 3,744 9 625 10 207 TOTAL �..w. 4,572 NE 20 ST NE 201h Street NE 2nd Avenue N Miami Avenues MIN ART 2LU 1,164 1,894 32 516 TOTAL 2410 NE 29 ST NE 291h S1<eel NE 2nd Avenue N Miami Avenue COLL 4LU 2 340 3,744 6 156 TOTAL .-�_., ,-...-...,,,,,- 3800 VOLUMEICAPACITY FACILITY ROADWAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS VEC BISCAYNE BLVD Biscayne Blvd NE 19th Street NE 2901Slreei PRIN ART Class III 1,03 3 052 16 048 32 0.13 36 0,14 62 0,07 95 0 00 T 1.10 MAX 0.57 TOTAL 0.81 NE 2 AVE NE 2nd Avenue NE 10th Street NE 29th Street MIN ART 4LU 1.57 0 0.36 10 0.50 TOTAL 1.36 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 21.1.1 1 69 32 0.13 TOTAL 1,36 NE 29 5T NE 291h Stseel NE 2nd Avenue N Miami Avenue COLL 4LU 052 6 0.06 TOTAL. 0,50 NOTES 1. Volumes Obtained by adding volumes In Table D-2 and Table 0-3, LIT€ESt 0.83 August 20_ 2004 • • • APPENDIX H REDUCED SITE PLAN