Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Traffic Impact Analysis
TIDE BLUE ON CORAL WAY MIXED USE DEVELOPMENT TRANSPORT ANALYSIS PROFESSIONALS A Transportation Consultant Group ;NC. THE BLUE ON CORAL WAY MIXED USE DEVELOPMENT 3152 CORAL WAY MIAMI, FLORIDA TRAFFIC IMPACT ANLAYSIS Prepared for Renzi Development 3052 SW 27th Avenue Coconut Grove, Florida 33133 (305) 446-8807 Prepared by Transport Analysis Professionals, Inc. E.B. No. 3766 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385-0777 September 2003 3701 THE BLUE ON CORAL WAY MIXED USE DEVELOPMENT 3152 CORAL WAY MIAMI, FLORIDA TRAFFIC IMPACT ANLAYSIS TABLE OF CONTENTS INTRODUCTION 1 EXISTING CONDITIONS 1 TRIP GENERATION 4 TRIP DISTRIBUTION 4 BACKGROUND TRAFFIC 6 OTHER APPROVED BUT NOT BUILT PROJECTS 6 LEVEL OF SERVICE 6 TRANSPORTATION CORRIDOR ANALYSIS 11 TRANSPORTATION CONTROL MEASURES PLAN 11 CONCLUSION 11 TABLES Table 1 - PM Peak Hour Site Traffic Volume 4 Table lA — Adjusted PM Peak Hour Traffic Volume 4 Table 2 — PM Peak Hour Traffic at Study Intersections 7 Table 3 — PM Peak Hour Level of Service 8 Table 4 — Year 2003 Corridor Analysis 9 Table 5 — Year 2006 Corridor Analysis 10 FIGURES Figure 1 — General Location 2 Figure 2 — Existing Traffic at Study Locations 3 Figure 3 — PM Peak Hour Site Only Traffic 5 APPENDIX Appendix A — Traffic Data Appendix B — Capacity Analyses Appendix C -•- ITE Trip Generation Appendix D — Bus Schedule Appendix E — Committed Development Appendix F MUATS Data and Seasonal Factors THE BLUE ON CORAL WAY MIXED USE DEVELOPMENT 3152 CORAL WAY MIAMI, FLORIDA TRAFFIC IMPACT ANLAYSIS INTRODUCTION This report summarizes the impact of traffic from a proposed. mixed use development to be located at 3152 Coral Way in Miami, Florida. Figure 1 depicts the site's general location. The methodology used for assessing traffic , impacts of the proposed .mixed use development was discussed with the City of Miami Department of Planning and the City's traffic consultant. The City's traffic reporting criteria requires that a Major Use Special Permit (MTJSP) study be conducted by the City of Miami planning staff. The following locations were chosen to evaluate the proposed development's traffic impact. - SW 27th Avenue & Coral Way - SW 32" d Avenue & Coral Way - Site driveways along Coral Way EXISTING CONDITIONS Turning movement counts were performed between 4:00-6:00 PM on a typical workday at the two (2) intersection locations. Figure 2 depicts the existing PM peak hour traffic at the study locations. 18 NW T w N !n och Pa ' 953 m 1.1111111111101 talliMilogringt ,Flip Isle Park � I NW 1 i��Y:� 3125 a3a 1 Z _Gap tol Sgare Shopping C r ffagler_Ke •••1.11.Sb14TH, mill-i MOM { ©v! D .• Centro G: I. e • c o 1= I .-III. .10 Km Li IH ILI meiMigililinnelnillinaraillig Wan P���' MMIIMbi - NTtL ���� ■�.( y'��Bryan Park ��161111111611.11111117 ���r i E�� �_-_� ���alliiiiimi �� n ill rmissulim� . "ImMOP C-oral-Par -��� es �r��� rarill".111111111111.111.1=1.112.1111.4 ":111 [INI sPoEga� "�� .�� er�andoalz 'a �� . , . iI1�R ��� SW 13'rn . r � 19T■_ � M® N€Nalz•�� wiplaw,- - Pi 33145 _ .w 2oT �-���! .„, ear AYrramigNill imam pi,,gonirik ........................ ........,,....."............„.. .......................,...., e rre Par ingaWNINWIEFISr-Mr*IV L WAY Pr WEE F alawai 3.3128 "rriMRIWnriphysill. MUM 2ND A�121 mom E TH nOraagd_Bo Coral Gables si4 81LT anaf N•f1' 7Tnr_..�._.L 838 E. ' LRW TALa, IA �� 28TH Wm 111111 Marl retzliivi THE BLUE ON CORA r-:lu -Estates he -Pi es, rilatenbill r ��1��sayst�s'9� �� �T3nugtas Par SV128i : I Ve •.��953 LESI: ��.♦. VialiraMVAIMIVE co co s '-� 976#iEImII ". Banc j �• laterL. �j i33 yawn I ,,enueTaN. 'I f �irl ii , �C€ y Nall _ air_Shops In-'T e Gr.ve ADAGu ,�:�Lr!�!lFY p oConvention Center'Ir•Vin1W aelistirs a PPS -� itiS1� rZra� �u��o, ` ��"��G an•.RVINUTONaP•L-riymoib, M 9 e Mu e, 3 �..yn�iate "ant Park L o aE R 5 Lowe -Art '1t99 BeL•rme-S reet ion NC� BMW sayorw� sessmai • • ttaS WLEMEMONES ammo C o Grov z 73 at° 'tia L117LE Ocean View' ei arnacle State Historic Site Coconut Grove Bay Front Park is Coa\Way B e Shopping Plz '\sg Fair Isle Biscayne Yacht Club Dinner Key Channel =`aF GENERAL LOCATION MAP FIGURE 2 N NTS Nc Cr) CO SW 32nd Avenue ,- 76 -I--1766 ir-200 Coral Way SITE SW 27th Avenue \` .- 77 �-1647 /J--189 EXISTING PM PEAK HOUR VOLUME FIGURE 2 TRANSPORT ANALYSIS PROFESSIONALS TRIP GENERATION Using the sixth edition of the ITE Trip Generation manual, PM peak hour traffic was calculated for the proposed site and depicted in Table 1. Table 1 The Blue on Coral Way a Mixed Use Development PM Peak Hour Traffic Volume PM Peak Hour Laid Uses Size In Out Total Condos Retail 190-Units 70 34 6,600 sf 7 10 Totals 77 44 104 17. 121 Metro Bus serves both Coral Way and SW 27th Avenue with routes 24 and 27, respectively. Although a much larger reduction to primary trips may occur, a conservative 5% is used to reduce trips that will use local transit. A further residential of driveway trips along Coral Way is used due to six (6) units, which have direct access to SW 22nd Terrace. Table 1A depicts the net trips along Coral Way. In Out Table 1A Adjusted PM Peak Hour Volume Gross Trips Less 5% Transit Less Coral 22nd Way Terrace Volume 77 -4 -2 71 44 -2 -1 41 121 -6 -3 112 TRIP DISTRIBUTION The Miami -Dade County Public Works Department was contacted to obtain the cardinal distribution data as set forth in the M.U.A.T.S. planning model for Traffic Analysis Zone #1057 to determine directional trip making characteristics of area traffic_ Figure 3 depicts site traffic at study locations. The following information was used as a guide to distribute project site traffic via area roadways: North/northeast — 17.07% East/northeast —15.67% East/southeast — 3.15% South/southeast — 3.52% North/northwest — 9.21% West/northwest —18.09% West/southwest —15.96% South/southwest —17.33% 4 24-1a.- aotr) o 71—� SITE TAZ 1057 °/a 17.33 15.96 17.07 15.67 18.09 9.21 3.15 3.52 SW 27th Avenue CV 0 N NTS Cora! Way PM PEAK HOUR SITE VOLUME FIGURE 3 TRANSPORT ANALYSIS PROFESSIONALS BACKGROUND TRAFFIC The proposed site is estimated to be completed and occupied in year 2005. A 2% annual growth rate is used to estimate future area traffic. A 2% growth rate has been generally accepted by City staff fi-om information presented and approved in other recent traffic studies depicting area growth. OTHER APPROVED BUT NOT BUILT PROJECTS f �} t f The City of Miam planning staff supplied a cop)0.94 traffic stud for on approved, but not built t scheduled for construction in proximity to the proposed the Blue on Coral Way development. The projecas follows: Coral View Apartments Located on Coral Way between SW 29th & SW 31.s` Avenues. Midtown Lofts Located on Coral Way between SW 32nd and 3lst Avenues. LEVEL OF SERVICE Intersection analyses were performed at each study intersection on Coral Way using software that supports the current Highway Capacity Manual (HCS). The HCS outputs are included in the Appendix. The traffic analyses that follow include the traffic generated by the approved, but not built project through the study intersections with all future background traffic grown to the year 2006, a LOS analysis was performed to measure future impacts at each study location. Table 2 depicts PM peak hour existing traffic, seasonal growth, year 2006 background traffic, committed projects through year 2006 and year 2006 with proposed site traffic. Table 3 depicts the LOS at the locations under study. The proposed site driveways along Coral Way were not analyzed for capacity due to restriction of right turn in and right turn out only movements. Six of the site's townhouse units have direct access along SW 22nd Terrace. The remaining units will use Coral Way. 6 TABLE 2 PM PEAK HOUR TRAFFIC VOLUME AT STUDY LOCATIONS 2002' PM SEASONAL BACKGROUND COMMITTED PEAK HOUR GROWTH GROWTH PROJECT SITE TOTAL INTERSECTION AND APPROACH VOLUME VOLUME VOLUME2 TRIPS3 SUBTOTAL VOLUME VOLUME SW 27th AVENUE & CORAL WAY EB LEFT 173 2 2 11 188 21 209 EB THRU 1481 15 16 22 1534 7 1541 EB RIGHT 127 1 1 3 132 5 137 W B LEFT 189 2 2 0 193 0 193 WB THRU -1647 17 18 35 1717 13 1730 WB RIGHT 77 1 1 0 79 0 79 NB LEFT 137 1 1 3 142 6 148 NB THRU 844 9 9 0 862 0 862 NB RIGHT 36 0 0 0 36 0 36 . SB LEFT 145 1 2 0 148 0 148 SB THRU _ 757222 8 _ 8 — —.773 2^ _— 775 SI3 RIGHT 145 2 2 13 239 24 263 SW 32nd AVENUE & CORAL WAY EB LEFT 214 2 2 0 218 0 218 EB THRU 1461 15 16 44 1536 24 1560 EB RIGHT 114 1 1 0 116 0 116 WB LEFT 200 2 2 7 211 13 224 W B THRU 1766 18 19 34 1837 10 1847 W B RIGHT 76 1 1 15 93 7 100 NB LEFT 179 2 2 0 183 0 183 NB THRU 388 4 4 0 396 0 396 NB RIGHT 76 1 1 12 90 5 95 SB LEFT 86 1 1 23 111 24 135 SB THRU 340 3 4 0 347 0 347 SB RIGHT 224 2 2 0 228 0 228 1 Traffic data taken in November 2002 were increased by 8.24%. 2 An annualized growth factor of 2.0% is used to increase traffic volume through year 2006. 3 Committed development was supplied by the City of Miami Planning Department. Blue on Coral Way Transport Analysis Professionals Inc. JN 3701 7 TABLE 3 PM PEAK HOUR LEVEL OF SERVICE AT STUDY LOCATIONS PM PM PM YEAR YEAR YEAR 2002 2006 2006 EXISTING NO SITE WITH SITE INTERSECTION AND APPROACH LOS' LOS' LOS SW 27th AVENUE & CORAL WAY EB LEFT F E F EB THRU C F F EB RIGHT B C C. WB LEFT F F E WB THRU D F F WB RIGHT B C C NB LEFT E D E NB THRU F D D NB RIGHT D C C SB LEFT F E E SB THRU F D D SB RIGHT D C C Intersection LOS E E E SW 32nd AVENUE & CORAL WAY EB LEFT F F F EB THRU C D F EB RIGHT B B B WB LEFT F E F WB THRU & RIGHT C C C NB LEFT F F F NB THRU & RIGHT D D D SB LEFT C C C SB THRU F E E SB RIGHT D D 0 Intersection LOS D D D 1 With Modified Timing The Blue on Coral Way Transport Analyis Professionals, Inc. JN 3701 TABLE 4 - YEAR 2003 (EXISTING) CORRIDOR ANALYSIS ROADWAY MODE MASS TRANSIT MODE CORRIDOR TOTALS I ROADWAY i ROADWAY I LOCAL BUS EXPRESS TOTAL TRANSIT CORRIDOR PER. TRIP PER. TRIP ROADWAY I PER. TRIP PER. TRIP PER. TRIP MGM= TRANSIT PERSON CORRIDOR CORRIDOR PERSON CORRIDOR .... 2003 ROADWAY CAPACITY ROADWAY VOLUME PER. TRIP ROADWAY CAPACITY CAPACITY CAPACITY IIIESMEN PERSON TRIP PERSON PERSON TRIP PERSON CORR VEHICULAR VEHICULAR 1 •.PPV= EXCESS PERSON LOAD= C LOAD= C LOAD= G LOAD= TRIP EXCESS TRIP TRIP EXCESS TRIP TYPE CAPACITY` VOLUME" 1.4 : PER. TRIP TRIP DESIGN a • INEMENIIIMEN CAPACITY CAPACITY VOLUME CAPACITY WC Corridor Name No 1 1111111Fj' LOS 8 IIIIIUIMIMIMIMIMIDINIIIIIIMMIIMNIIBIMIIIIIIIIIMMIIMI14 15 16 17 LOS _- ■ Coral Wa SW 22nd Street agi3,600 5 760 3 172 4,441 1 319 0.77 ®;�0 © 6 058 4,463 1,608 0.74 C MetroBuB - Route24 EEO RIDERSHIP a AUTO PERSON99.51%-�-- HEAD • • 111® LOAD PERCENT i 0.49% 111.1.11111111.1111111111111111111111 WAY PER HOUR FACTOR CAPACITY IMMNMMIEZIIIMIIIIIIIINMMMMNMMMUIOIOMMMIII RIDERSHIP ': TOTAL PERSON TRIPS = 100.00% IIIIIIIIIIIIIMMIIIIIIIINMUIMIIIIIIMIIIIINMMOIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIOMIIIIIMIIIIM 1111111111111111111111111111111111111111111111111111 MetroBus Route 24 15 37.3INMEEMIN 80.00% -_- ■ SW 27tft Avenue L= 3� 3 630 2 130._... 0.63 B..... 304 0 r • �_ 6 064 3 641 2,424 0.60 A MetroBuRo27 s - ute : IIIIIIIIIIIIIII mmoi 11101101 111111111111M1111.3 _ MEAD WRXIM® Ezza® RIDERSHIP --�° -- PER HOUR D SIG LOAD I FACTOR � TRANSIT AUTO PERSON PERSON TRIPS = 630 11 81.34% 0.25% MIIIIIM I CAPACITY RIDERSHIP INIIIIIIIIIIIIIIIII TOTAL PERSON TRIPS = 3 641 ■ MetroBus Route 27 15 3MIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIII t-7 16-� � -: 1. 111111111111111111 111111111.11111 LTAB1 E -11111111111111111 :OS _ =0.00 oso ----;� -IIIIIIIIIIIIIIIMIIIIIIIIIIMIIIIIIIIIIIIMMIMO _ 0.81 . 0.90 D ■II��I■���■■■ 0.91 E IIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIII �I 1=111111MM��� * Volume is from the 'Trars•°dation Corridors" Stud Table PT-1 Pa- 13EIIIMIIIIMIIIIIIIIIIIIIIIII _= TABLE 5 • YEAR 2006 CORRIDOR ANALYSIS with PEAK SEASON, GROWTH, COMMITTED DEVELOPMENT AND SITE TRAFFIC ROADWAY MODE MASS TRANSIT MODE --- ROOR ADWAY ROADWAY ! LOCAL BUS EXPRESS RAIL TRAN TOT AL TOTAL TOTALS CORRIDCORRIDOR IIf: 2003 PER. TRIP PER. TRIP ROADWAY PER.TRIP PER. CITY TRANSIT ' TRANSIT - ---I-OMIIIIIIIIIIIIIIIIIIIIIIII� ROADWAY CAPACITY ROADWAY • PER. TRIP ROADWAY CAPACITY CAPACITY CAPACITY CAPACITY PERSON O PERSON CORRIDOR •" •• PERSON CORRIDOR _ ' •' VEHICULAR • !•" EXCESS PER. TRIP PERSON I TRIP -� @LOAD= DESIGN LOAD= DESIGN o LOAD n LOAD TRIPS EJCCESS PERSON � • TRIP EXCESS PERSON TRIP �� � DESIGN DESIGN VOLUME CAPACITY IIEMBEEMIIMME CAPACITY ��MEIM NIMI 10 11 12 13 �jF94`YAn R97(�:SiI 36001111E5111.111111;. 5024 0.87 ..... I.._-0 � - , 0 0 298 ��----� 6 058 5 050 1,024 0.83 O 11111.111111.1.111 1�1 RIDERSHIP DESIGN AUTO PERSON TRIPS = 5,024 EAD HIIIIIWIIIIIIIIIMIIIIIIIIIMINWIIIIIIIIIIIIIIIIIIIII WAY • - PASSENGERS LOAD PERCENT TRANSIT PERSON TRIPS = 26 99.49% MIIIIIIIIIM , MetroBus Route 24 PER HOUR FACTOR FACTOR CAPACITY RIDERSHIP PERSON TRIPS = 5050 100.00% •, _TOTAL WINIIII =� ,��;;, II IIIIIIIIMIIIIIMIIMAIM IIIIIMIMMI SW 27th Avenue 3,600 5 780 4,105 ©' IIIWIIIIIIMIIIIIIIIII---IIIII. _—_..-__ MetroBu• -Route 27 0.71 304 IIIEWI 6 064 0.68 1 B IIIIIIIIIIIIIIIIIIIIIIIIIMIIIIMIIMINNMIIIIMIIIMEMMIIIIIIIIIIIIMIIIIIIIIIMIIIIIIIIIIII IIIIIIIMIMIEI II _ RIDERSHIP PASSENGERS • AUTO PERSON TRIPS =� 81 27% •111111111111111•1111111111111111111 —= PER HOUR LOAD FACTOR CAPACITY TRANSIT PERSON TRIPS = 0 26% —���- —� - 160.00% RIDERSHIP 29% IIM "'1 IIIMMEMErIWIIIIIMINIIIIIIIIIIIIIIIIIIIIII MN 0.00 A 00 1111.1111111111.111111111111 Mill NM II Table Ebstim Volume SW 22nd Street 3172 2593 , . `• Year 2006 Annualized Growth = 1.0824 =•— 11111.111111111111 SW 22nd Street Peak Season = 1.010 IWI 1.020NM SW 22nd Street Committed Tries = 50 WNW SW 271h Avenue Committed Tries = 24IIIIIIIWINIIIIIIIIIIIIIII 11111.11.111= SW 22nd Street Site In = 71 SW _.. ......_. _ 27th Avenue SoeTnps= 45 _.._.. ,._ 10 TRANSPORTATION CORRIDOR ANALYSIS Coral Way and SW 27th Avenue were selected as the two arterials to analyze for this study. Table 4 depicts existing conditions; Table 5 depicts year 2006 conditions with growth, committed trips and site traffic. TRANSPORTATION CONTROL MEASURES PLAN The City of Miami requires that developments requiring a MUSP process explain how the development plans to reduce the proposed site's traffic on adjacent and nearby intersections_ Metrobus has routes that serve Coral Way and SW 27th Avenue, which will allow a reduction of primary trips to and from the proposed development. 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 some individual movements at the study locations, all intersections will operate at acceptable levels of service (max LOS E) after build -out and occupancy of the proposed site. The transportation corridor analysis also operates within acceptable LOS conditions. The external traffic generation as illustrated in this report is likely overstated. Although there is no empirical data to support the reduction of trip making from residents walking to nearby services and retail developments, it is widely known that it does occur. Minor improvements to overall intersection delay may be achieved with fine-tuning traffic signal timing and phasing. Included in the capacity analyses, were attempts to fine-tune the turning at the two study locations. However, the results were only a minimum reduction to intersection delay and not likely noticeable to most motorists. The increase to motorist delay is minimal in year 2006 with peak season, growth and site traffic. Estimated motorist delays will be about 17 seconds at SW 27th Avenue and Coral Way and about 6 seconds at SW 32nd Avenue and Coral Way, 11 The infill of Miami -Dade County and the City of Miami is being strongly encouraged by regional planning experts. The County will have the on -going responsibility to monitor and adjust roadway links with coordinated timing systems. The effort to perfoini system wide timing cannot be the responsibility of small MUSP developments, such as The Blue on Coral Way. The task is labor intensive and costly "resulting in fees in the tens of thousands of dollars. Such an effort is too great a burden for small MUSP developments and best left to developments posing greater impacts to roadway facilities. 12 APPENDICIES APPENDIX A TRAFFIC DATA enter: 3077 / 3076 io By: PCC / DAB 'r: Clear h TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385 - 0777 SW 32nd AVENUE Southbound start Left Thru 1 Righ 1 RTOR Time ak Hour From 16:00 to 17:45 - 1ter8eCt ion 1 Volume 86 340 136 88 Percent 13.2 52.3 20.9 13.5 Volume 86 340 136 88 Volume 23 84 25 29 Peak Factor High Int. 17:30 Volume 23 Peak Factor 17:00 App. Total Left Peak 1 of 1 650 650 161 87 43 22 175 0.929 SW 22nd STREET Westbound 200 1766 9.8 86.5 200 1766 56 476 17:45 56 476 68 3.3 66 11 App. Total 8 2042 0.4 8 2042 1 544 11 1 544 0.938 Left SW 32nd AVENUE Northbound 179 27.8 179 46 Thru 388 60.3 388 98 Righ t 44 6.8 44 15 RTOR 32 5.0 32 7 File Name : 2542CW 32PM Site Code : 25423077 Start Date : 11/19/2002 Page No : 2 App' Left Total, 643 643 166 17:00 44 104 8 12 168 0.957 SW 22nd STREET Eastbound Thru I Righ RTOR App' Right] Total 214 1461 12.0 81.7 214 1461 50 386 93 5.2 93 37 21 1789 1.2 21 1789 5 478 17:15 38 418 16 6 478 0.936 w SW 32rd AVENUE Out In Total 678� ! 6501 t 224 3401 861 RTOR Thru Left L 13281 North 11119/2002 17:00:00 11119/2002 17:45:00 All Vehicles Left Thus RTOR 1 6541 Out In Total $W 32nd AVENUE 12971 Int. 1 Total; 5124 5124 1349 0.950 punter: 3077 / 3076 unted By: PCC / DAB Or: Clear t TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385 - 0777 Groups Printed- All Vehicles File Name : 2542CW32PM Site Code : 25423077 Start Date : 11119/2002 Page No : 1 SW 32nd AVENUE Southbound SW 22nd STREET Westbound SW Tina AVtINL11 ! Northbound 0 Y V LG.Iiu J 1 I LL t Eastbound Int. � Start Left Thru R1gtIRTOR Total Left Thru Rlgt RTOR Total P. Left Thru Rlgh RTOR TotalP. Left Thru Rzgi r RTOR Total Total' l�� Time 1.0 1.0 1.0� 1.0 � 1.0 1.0 1.0 1.0 IMII 1.0 1.0 51 52 46 46 �'� 336 17 377 24 342 19 335 16 3 407 0 453 8 415 7 404 1143 1211 1213 1200 Factor 16:00 16:15 16:30 16:45 _ _ . 22 20 45 17 ,. 84 78 87 74 .,M, 17 17 30 18 28 21 32 19 ,n, 74 140 146 151 50 39 47 57 382 412 400 419 15 16 19 21 2 3 6 3 449 470 472 500 40 41 55 44 80 12 06 7 102 7 85 8 15 8 11 17 147 142 175 154 142 4741 1q5 1613 71 14 1891 180 353 34 51 618 195 1390 76 18 1679 4767 17:00 17:15 17:30 17:45 Total 23 17 23 23 86 85 84 87 84 340 25 42 43 25 136 14 23 22 29 86 Grand 160 663 243 163 Total kpprch Is 13.0 53.9 19.8 13.3 Total Is 1.6 6.7 2.5 1.6 148 166 175 161 650 1229 12.4 47 47 50 56 200 427 463 400 476 1766 22 16 19 11 68 4 500 3 529 0 469 1 544 8 2042 393 3379 139 22 3933 10.0 85.9 3.5 0.6 4.0 34.2 1.4 0.2 39.8 44 45 44 46 179 104 93 93 98 308 8 12 10 9 11 4 15 7 44 32 359 741 78 83 28.5 58.8 6.2 6.6 3.6 7.5 0.8 0.8 168 157 152 166 643 71 38 55 50 214 338 418 319 386 1461 15 4 428 16 6 478 25 6 405 37 5 476 93 21 1789 1244 1330 1201 1349 5124 1261 409 2851 169 39 3468E 9891 11.8 82.2 4.9 1.1 12.71 4.1 28.8 1.7 0.4 35.1 r w CC trl O< m r 13111 SW 32nd AVENUE Out In Total 1229] i 4061 663I 160] Left RTOR Thru North 12540] 11119/2002 16:00:00 11/19/2002 17:45:00 All Vehicles Left Thru illiE110631 RTOR 12641 Out In Total SW 32nd AVENUE { 25251 ;1E 6 punter: 3077 13076 ,anted By: PCC / DAB ,or: Clear t TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385 - 0777 File Name : 2542CW32PM Site Code : 25423077 Start Date : 11/19/2002 Page No : 3 .Inter: 3077 / 3076 Jn d By: PCC / DAB e : Cool TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385 - 0777 SW 27th AVENUE Sorthbound Start Time k Hour From tersect ion Volume Percent Volume Volume Peak Factor igh Int. Volume 39 Peak Factor Left Thru I Righ I RTOR APP• t 1 t Total 16:00 to 17:45 - Peak 1 of 17:00 145 757 165 57 1124 12.9 67.3 14.7 5.1 145 757 165 57 1124 38 175 51 18 282 17:15 215 43 12 309 0.909 Left 3 189 9.9 189 40 SW 22nd STREET Westbound Thru 1647 86.1 1647 440 17:00 55 422 Righ t 70 3.7 70 14 RTOR App. Total 7 1913 0.4 7 1913 1 495 17 1 495 0.966 Left SW 27th AVENUE Northbound Thru 137 844 13.5 83.0 137 844 34 197 17:15 37 225 Righ t 24 2.4 24 3 RTOR 12 1.2 12 2 File Name : 2542CW27PM Site Code : 25423077 Start Date : 11/13/2002 Page No : 2 App. Total 1017 1017 236 10 6 278 0.915 Left SW 22nd STREET Eastbound 173 9.8 173 39 Thru 1461 83.0 1461 399 Righ 108 6.1 108 26 RTOR App. 1 Total 19 1.1 19 9 Int. Total 1 1761 5815 1761 473 17:30 39 399 26 9 473 SW 27th AVENUE Out In Total 122181 10941 1 RTOR Thru North 11/13/2002 17:00:00 11/13/2002 17:45:00 All Vehicles r Left Thru RTOR 137i 844( 361 1 1 1 10T31 1 1017, Out In Total SW 27th AVENUE 1 2090j 0.931 5815 1486 0.978 enter: 3077 / 3076 •.nted By: PCC / DAB ather: Cool TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385 - 0777 - All Vehicles File Name : 2542CW27PM Site Code : 25423077 Start Date : 11113/2002 Page No : 1 ___...-r_ ... SW 22nd STREET Westbound SW 27th AVENUE Northbound ........... SW 22nd STREET Eastbound Int. SW 27th AVENUE Southbound Start Time Left Thru Rlgh t 1.0 RTOR App. Total Left Thru R19L RTOR) Total Left Thru Righ RTOR APP. Total Left Thru Rzgh t RTOR App. Total Total 1.0 1.0 1.0 1.0 1.0 l_ 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Mill 1312 1325 1327 1329 5293 Factor 16:00 16:15 16:30 1.0 1.0 44 182 29 192 36 182 23 37 35 40 15 264 26 284 15 268 17 291 49 355 42 354 49 408 55 321 25 26 23 52 1 0 1 4 431 422 481 432 39 153 32 208 34 162 32 189 11 9 17 13 4 6 2 2 207 255 215 235 48 61 50 45 324 273 291 292 36 27 17 29 2 3 5 4 410 364 363 370 16:45 34 200 .... ..,r,. ,.,m 71 11n7 105 1439 126 6 1766 137 712 50 14 913 204 1180 109 14 1507 17:00 17:15 17:30 17:45 Total Grand Total pprch 96 12.9 67.8 13.4 5.8 Total % 2.6 13.6 2.7 1.2 20.1 25 39 38 43 145 170 215 175 197 757 35 43 51 36 165 14 12 18 13 57 244 309 282 289 1124 288 1513 300 130 2231 55 48 40 46 189 422 399 440 386 1647 17 18 14 21 70 5 1 0 7 495 470 495 453 33 37 34 33 1913 137 384 3086 196 13 3679 10.4 83.9 5.3 0.4 3.5 27.6 1.8 0.1 33.1 192 225 197 230 844 5 10 3 6 24 2 6 2 2 12 274 1556 74 26 14.2 80.6 3.8 1.3 2.5 14.0 0.7 0.2 232 278 236 271 1017 1930 17.4 44 48 39 42 173 366 317 399 379 1461 31 31 25 20 108 3 6 9 1 19 444 402 473 442 1761 377 2641 217 33 3268 11.5 80.8 6.6 1.0 3.4 23.8 2.0 0.3 29.4 r I- uu {11 (4 C n r 2142] SW 27th AVENUE Out in Total 22311 1 4301 15131 28J RTOR Thru Left 1_4 l 43731 s North 1111372002 16:00:00 11 1/1312002 17:45:00 j A { Vehicles 4-1 i r Left Thru RTOR i 2741 15561 1001 A I j 2147i 119301 ( 40771 Out In Total SW 27th AVENUE A. X 0 b' m 0 1415 1459 1466 1455 5815 11108 aunter: 3077 / 3076 anted By: PCC / DAB irk: Cool TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385 - 0777 File Name : 2542CW27PM Site Code : 25423077 Start Date : 11/13/2002 Page No : 3 Florida Department of Transportation May 14, 2003 - County - 87 rStation - 1038 Start Date Start Time May 06, 2003 i[ 11:45 1 Site Description: SR 9721CORAL WAY, 200' W SW 27 AV/SR 9 Time 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Direction: E 1st'/. 2nd'/, 3rd'h 4th % 72.0 29.0 18.0 2.0 10.0 18.0 70.0 293.0 388.0 406.0 314.0 327.0 344.0 329.0 356.0 338.0 347.0 340.0 388.0 313.0 279.0 262.0 264.0 146.0 43.0 20.0 7.0 5.0 9.0 23.0 109.0 363.0 417.0 387.0 356.0 331.0 321.0 361.0 321.0 36.0 20.0 20.0 9.0 11.0 35.0 197.0 460.0 363.0 359.0 348.0 344.0 337.0 347.0 346.0 26.0 22.0 13.0 10.0 12.0 57.0 209.0 406.0 324.0 312.0 320.0 363.0 372.0 335.0 377.0 345.0 344.0 344.0 344.0 " 319.0 370.0 327.0409.0- 341.0 386.0 320.0 300.0 310.0 287.0 261.0 259.0 251.0 264.0 251.0 234.0 207.0 194.0 199.0 166.0 129.0 101.0 107.0 Total 177.0 91.0 58.0 26.0 42.0 133.0 585.0 1522.0 1492.0 1464.0 1338.0 1365.0 1374.0 1372.0 1400.0 1371.0 ` 1380.0 1417.0 1394.0 1171.0 1053.0 954.0 823.0 483.0 24 Hour Total 22485 Direction: W 1sty. 2nd'/. 3rd'/. 4th'/. 79.0 31.0 30.0 11.0 12.0 19.0 49.0 172.0 283.0 314.0 276.0 327.0 378.0 342.0 381.0 381.0 45.0 18.0 18.0 9.0 10.0 19.0 87.0 213.0 358.0 303.0 295.0 339.0 339.0 378.0 384.0 400.0 47.0 20.0 19.0 15.0 10.0 25.0 130.0 239.0 320.0 321.0 327.0 351.0 360.0 352.0 365.0 390.0 29.0 20.0 10.0 13.0 10.0 53.0 155.0 283.0 366.0 304.0 340.0 384.0 395.0 379.0 385.0 394.0 439.0 - 460.0 - 396.0 - 457.0- 463.0 i 418.0 467.0 ' 447.0 426.0 406.0 249.0 225.0 278.0 273.0 372.0 361.0 259.0 272.0 249.0 189.0 211.0 184.0 159.0 173.0 186.0 153.0 119.0 110.0 96.0 92.0 77.0 66.0 Total 200.0 89.0 77.0 48.0 42.0 116.0 421.0 907.0 1327.0 1242.0 1238.0 1401.0 1472.0 1451.0 1515.0 1565.0 1752.0 '1795.0 1565.0 1005.0 989.0 727.0 568.0 331.0 21843 24 Hour Total Combined Total 377.0 180.0 135.0 74.0 84.0 249.0 1006.0 2429.0 2819.0 2706.0 2576.0 2766.0 2846.0 2823.0 2915.0 2936.0 3132.0 3212.0 2959.0 2176.0 2042.0 1681.0 1391.0 814.0 44328 A.M. P.M. Daily Direction: E Hour Volume 07:30 17:30 07:30 1671 1524 1671 Peak Information Direction: W Hour Volume 11:45 16:45 16:45 1461 1805 1805 Combined Directions Hour Volume 08:15 17:30 17:30 2868 3270 3270 Truck % 5.00 6.00 6.00 ;ice Florida Department of Transportation February 05, 2003 County -- - Station - 87 5125 Start Date Start Time January 28, 2003 00:00 Site Description: Sit 9/SW/NW 27 AV, 100' S SW 8 STISR 90 Time 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Direction: N 1st % 2nd '% 3rd % 4th % 61.0 43.0 30.0 35.0 37.0 26.0 24.0 21.0 23.0 14.0 16.0 18.0 12.0 11.0 16.0 18.0 10.0 8.0 33.0 30.0 29.0 50.0 81.0 94.0 131.0 174.0 225.0 292.0 258.0 335.0 291.0 323.0 229.0 183.0 168.0 197.0 307.0 297.0 326.0 277.0 300.0 277.0 311.0 309.0 333.0 274.0 310.0 291.0 319.0 301.0 293.0 305.0 292.0 299.0 308,0 315.0 321.0 325.0 331.0 289.0 337.0 330.0 358.0 350.0 309.0 286.0 325.0 320.0 353.0 362.0 335.0 285.0 283.0 278.0 290.0 271.0 259.0 222.0 253.0 242.0 231.0 217.0 178.0 160.0 173.0 171.0 163.0 130.0 165.0 151.0 135.0 94.0 122.0 67.0 91.0 - 61.0 Total 169.0 108.0 71.0 57.0 81.0 254.0 822.0 1207.0 777.0 1207.0 1197.0 1208.0 1218.0 1214.0 1266.0 1375.0 1240.0 1335.0 1122.0 976.0 786.0 637.0 545.0 361.0 19233 24 Hour Total Direction: S lst % 2nd °/. 3rd i/ 4th y 59.0 63.0 45.0 34.0 33.0 27.0 22.0 23.0 19.0 12.0 7.0 11.0 5.0 16.0 4.0 14.0 10.0 13.0 11.0 22.0 24.0 40.0 45.0 56.0 87.0 100.0 147.0 170.0 194.0 253.0 229.0 257.0 242.0 256.0 266.0 274.0 278.0 270.0 227.0 294.0 257.0 264.0 289.0 235.0 227.0 281.0 302.0 289.0 300.0 293.0 297.0 277.0 293.0 261.0 293.0 300.0 308.0 300.0 304.0 291.0 327.0 303.0 318.0 308.0 342.0 312.0 339.0 322.0 316.0 326.0 295.0 339.0 296.0 349.0 284.0 297.0 310.0 279.0 235.0 226.0 209.0 203.0 202.0 173.0 173.0 162.0 194.0 201.0 187.0 129.0 138.0 145.0 114.0 93.0 106.0 87.0 Total 201.0 105.0 49.0 39.0 56.0 165.0 504.0 933.0 1038.0 1069.0 1045.0 1099.0 1167.0 1147.0 1203.0 1256.0 1315.0 1276.0 1226.0 1050.0 787.0 730.0 599.0 400.0 18459 24 Hour Total Combined Total 370.0 213.0 120.0 96.0 137.0 419.0 1326.0 2140.0 1815.0 2276.0 2242.0 2307.0 2385.0 2361.0 2469.0 2631.0 2555.0 2611.0 2348.0 2026.0 1573.0 1367.0 1144.0 761.0 37692 Direction: N Hour Volume Peak lnforrnation Direction: S Hour Volume Combined Directions Hour Volume A.M. 10:15 1230 11:30 1184 11:30 2405 P.M. 15:00 1375 16:00 1315 16:30 2663 Daily 15:00 1375 16:00 1315 16:30 2663 Truck % 5.00 6.00 5.00 • APPENDIX B CAPACITY ANALYSES SHORT R EPORT neral Information jabr Co. ormed 'e eriod RPE/TA P 09/11/03 PM Peak Site Information Intersection SW27th Ave & Coral Way Area Type Jurisdiction Analysis Year All other areas Existing EB j/ 1/ B NB SB S B LT TH RT LT TH RT LT TH RT LT TH RT um. of Lanes 1 2 1 1 2 1 1 2 1 1 2 1 he group L T R L T R L T R L T R (vph) 173 1481 127 189 1647 77 137 844 36 145 757 222 ,Flume Q Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 i F 0.93 0.93 0.93 0.97 0.97 0.97 0.92 0.92 0.92 0.91 0.91 0.91 (P/A) A P P A P P A A A A A A ..tuated tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 t. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 rival type 3 3 3 3 3 3 3 3 3 3 3 3 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <d/Bike/RTOR Volume 0 15 0 9 0 4 0 27 ne Width 12.0 12.0 12.0 12.0 12.0 12.0 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 rking/hr is stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 lit tension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 E Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 G= 8.0 G= 65.0 G= G= G= 7.0 G= 26.0 G= G= iming Y= 3 Y= 4 Y= Y= Y= 3 Y= 4 Y= Y= ;ration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 ane Group Capacity, Control De ay, and LOS Determination EB WB NB SB ij. flow rate 186 1592 120 196 1705 70 150 922 35 160 833 215 .ane group cap. 183 1955 875 183 1955 875 168 782 350 168 782 350 c ratio 1.02 0.81 0.14 1.07 0.87 0.08 0.89 1.18 0.10 0.95 1.07 0.61 ;reen ratio 0.63 0.54 0.54 0.63 0.54 0.54 0.30 0.22 0.22 0.30 0.22 0.22 lif. delay di 37.0 22.6 13.6 35.9 23.9 13.2 35.9 47.0 37.6 37.3 47.0 42.5 relay factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.42 0.50 0.11 0.46 0.50 0.20 -frem. delay d2 70.9 3.9 0.3 86.7 5.7 0.2 40.4 93.6 0.1 55.4 51.0 3.2 factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ontrol delay 107.9 26.4 13.9 122.5 29.6 13.4 76.3 140.6 37.8 92.7 98.0 45.7 kne group LOS F C B F C B E F D F F kpprch. delay 33.6 38.3 128.6 88.0 pproach LOS C D F F rt. delay 62.7 Intersection LOS E Copyright 0 2000 University of Florida, Alf nights Reserve SHORT R EPORT enerai Information 3l t r Co. "a ormed �te eriod Site Information RPE/TAP 09/11/03 PM Peak Intersection Area Type Jurisdiction Analysis Year SW 27th Ave & Coral Way All other areas Year 2006 & Mod Time & no site ururne arm r!fumy Hipu1 EB WB NB SB L LT TH RT LT TH RT LT TH RT LT TH RT um. of Lanes 1 2 1 1 2 1 1 2 1 1 2 1 `7e group L T R L T R L T R L T R ,plume (vph) 188 1534 132 193 1717 79 142 862 36 148 773 239 /o Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 IF 0.93 0.93 0. 93 0.97 0.97 0.97 0.92 0.92 0.92 0.91 0.91 0.91 (P/A) A P P A P P A A A A A A _tuated tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 t. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 rival type 3 3 3 3 3 3 3 3 3 3 3 3 snit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 d/Bike/RTOR Volume 0 15 0 9 0 4 0 27 rte Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N ONNO N N 0 N Irking/hr s stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Init xtension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 G= 10.0 G= 49.0 G= G= G= 7.0 G= 38.0 G= G= iming Y= 3 Y= 4 Y= Y= Y= 3 Y= 4 Y= Y= ration of Analysis (hrs) = 0.25 Cycle Length C = 118.0 ane GroupCa acity, Control De w p Y� a , and LOS Determinat` Y� �- ivn, EB WB NB SB jj. flow rate 202 1649 126 200 1777 72 155 942 35 163 850 233 .ane group cap. 221 1508 681 221 1508 681 186 1170 528 174 1170 528 ratio 0.91 1.09 0.19 0.90 1.18 0.11 0.83 0.81 0.07 0.94 0.73 0.44 3reen ratio 0.53 0.42 0.42 0.53 0.42 0.42 0.41 0.32 0.32 0.41 0.32 0.32 tlf. delay d1 33.1 34.5 21.9 32.9 34.5 21.1 26.6 36.6 27.7 27.8 35.4 31.6 .clay factor k 0.43 0.50 0.50 0.43 0.50 0.50 0.37 0.35 0.11 0.45 0.29 0.11 lcrem. delay d2 37.9 53.1 0.6 35.9 87.5 0.3 26.5 4.2 0.1 50.1 2.3 0.6 factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 :,ontrol delay 71.0 87.6 22.5 68.8 122.0 21.4 53.1 40.8 27.8 77.9 37.7 32.2 ane group LOS E F C E F C D D C E D C kpprch. delay 81.8 113.3 42.1 41.9 oproach LOS F F D D riAllik. delay 77.1 Intersection LOS E Copyright © 2000 University of Florida, All Rights Reserved e YCI JIU�� �• SHORT REPORT 'neral Information Site Information RPFJTAP )iikr Co. armed 09/11/03 ^ne Period PM Peak Intersection SW 27th Ave & Coral Way Area Type All other areas Jurisdiction Year 2006 & Mod Time & Analysis Year w/site !plume and Timing Input EB WB NB SB L LT TH RT LT TH RT LT TH RT LT TH RT um. of Lanes 1 2 1 1 2 1 1 2 1 1 2 1 ne group L T R L T F7 L T R L T R plume (vph) 209 1541 137 193 1730 79 148 862 36 148 775 263 10 Heavy veh 1 2 1 1 2 1 1 2 1 1 2 1 F 0.93 0.93 0.93 0.97 0.97 0.97 0.92 0.92 0.92 0.91 0.91 0.91 vtuated (PIA) A P P A P P A A A A A A tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 t. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 rival type 3 3 3 3 3 3 3 3 3. 3 3 3 knit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 id/Bike/RTOR Volume 0 15 0 9 0 4 0 27 .ne Width 12.0 12.0 12.0 12.0 12.0 12.0 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 :rking/hr ,us stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 ' #ension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 G= 10.0 G= 49.0 G= G= G= 7.0 G= 38.0 G= G= truing Y= 3 Y= 4 Y= Y= Y= 3 Y= 4 Y= Y= itration of Analysis .(hrs) = 0.25 Cycle Length C = 118.0 .ane Group `Capacity, Control De ay, and LOS Determination EB WB NB SB ..j. flow rate 225 1657 131 200 1791 72 162 942 35 163 853 260 one group cap. 221 1508 681 221 1508 681 185 1170 528 174 1170 528 b ratio 1.02 1.10 0.19 0.90 1.19 0.11 0.88 0.81 0.07 0.94 0.73 0.49 green ratio 0.53 0.42 0.42 0.53 0.42 0.42 0.41 0.32 0.32 0.41 0.32 0.32 .1if. delay dl 35.3 34.5 21.9 32.9 34.5 21.1 26.8 36.6 27.7 27.8 35.4 32.2 )elay factor k 0.50 0.50 0.50 0.43 0,50 0.50 0.40 0.35 0.11 0.45 0.29 0.11 rem. delay d2 65.3 55.2 0.6 35.9 91.4 0.3 34.3 4.2 0.1 50.1 2.3 0.7 factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 control delay 100.6 89.7 22.6 68.8 125.9 21.4 61.1 40.8 27.8 77.9 37.8 33.0 one group LOS F F C E F C E D C E D C %perch. delay 86.5 116.7 43.3 41.9 pproach LOS F F D D rib. delay 79.8 Intersection LOS E Copyright 0 2000 University of Florida, All Rights Reserved • verswn a. SHORT REPORT neral.Information . Site information .' 6�l t RPF/TAP 3 r Co ormed 09/11/03 le Period PM Peak intersection SW 32nd Ave & Coral Way Area Type All other areas Jurisdiction Analysis Year Existing 'olume and Timing input EB WB NB SB L LT TH RT LT TH RT LT TH RT LT _ TH RT um. of Lanes 1 2 1 1 3 0 1 2 0 1 1 1 ie group L T R L TR L TR L T R (vph) 214 1461 114 200 1766 76 179 388 76 86 340 224 ulume 'o Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 F 0.94 0.94 0.94 0.94 0.94 0.94 0.96 0.96 0.96 0.93 0.93 0.93 (P/A) A P P A P P A A A A A A ..€uated tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 L. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ival type 3 3 3 3 3 3 3 3 3 3 snit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 zi/BikefRTOR Volume 0 6 0 1 0 12 0 22 Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 _.ne 'arking/Grade/Parking N 0 N N 0 N N 0 N N 0 N irking/hr lus stops/hr 0 0 0 0 0 0 0 4 l tension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 rj0 3.0 3.0 r�0/j�� 3.0 Excl. Left EW Perm 03 ©4 Excl. Excl. Left NS Perm 07 08 G= 10.0 G= 63.0 G= G= G= 7.0 G= 24.0 G= G= iming Y= 3 Y= 5 Y= Y= Y= 3 Y = 5 Y = Y ration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 ane Group Capacity, Control De ay and LOS tfetermwnation EB WB NB SB .Jj. flow rate 229 1561 115 213 1963 187 472 93 366 217 ,ane group cap. 213 1895 848 213 2706 168 707 194 380 323 ratio 1.08 0.82 0.14 1.00 0.73 1.11 0.67 0.48 0.96 0.67 green ratio 0.63 0.52 0.52 0.63 0.52 0.28 0.20 0.28 0.20 0.20 if. delay di 36.3 23.9 14.6 37.7 21.9 39.6 44.3 33.6 47.6 44.4 Delay factor k 0.50 0.50 0.50 0.50 0.50 J 0.50 0.24 0.11 (147 0.24 ;rem. delay d2 83.0 4.2 0.3 61.7 1.7 103.0 2.4 1.9 36.5 5.4 , _1 factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 rpntrol delay 119.3 28.1 14.9 99.4 23.6 142.6 46.7 35.5 84.0 49.7 the group LOS F C B F C F D D F D Apprch. delay 38.2 31 0 _ 74.0 66.3 )proach LOS D C E E inc. delay 43.2 Intersection LOS D Copyright © 2000 University of Florida, All Rights Reserved SHORT R EPORT Dneral Inforrrtation Site Information �� 5t r Co. Tiler -rod �e eriod RPE/TAP 09/11/03 PM Peak intersection Area Type Jurisdiction Analysis Year SW 32nd Ave & Coral Way All other areas Year 2006 no site & Mod Timing EB WB NB SB L LT TH RT LT TH RT LT TH RT LT TH RT urn. of Lanes 1 2 1 1 3 0 1 2 0 1 1 1 ie group L T R L TR L TR L T R ulume (vph) 218 1536 116 211 1837 93 183 396 90 111 347 228 a Heavy veh 0 0. 0 0 0 0 0 0 0 0 0 0 IF 0.94 0.94 0.94 0.94 0.94 0.94 0.96 0.96 0.96 0.93 0.93 0.93 ,.tuated (P/A) A P P A P P A A A A A A tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 t. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ival type 3 3 3 3 3 3 3 3 3 3 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 d/BikeiRTOR Volume 0 6 0 1 0 12 0 22 ...ne Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 arking/Grade/Parking N 0 N N ONNO N N 0 N rking/hr Us staps/hr 0 0 0 0 0 0 0 0 0 0 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 • Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 G= 12.0 G 55.0 G= G= G= 9.0 G= 28.0 G= G= fmfng Y= 3 'Y= 5 Y= Y= Y= 3 Y= 5 Y= Y= )ration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 .ane Group` Capacity, Control Delay, and LOS Determination EB WB NB SB .Jj. flow rate 233 1641 118 225 2056 191 496 119 374 222 ane group cap. 244 1655 740 244 2360 198 821 250 443 377 ratio 0.95 0.99 0.16 0.92 0.87 0.96 0.60 0.48 0.84 0.59 treen ratio 0.58 0.46 0.46 0.58 0.46 0.33 0.23 0.33 0.23 0.23 cit delay di 37.0 32.3 19.0 37.2 29.3 39.6 41.1 29.7 43.9 40.9 )elay factor k 0.46 0.50 0.50 0.44 0.50 0.47 0.19 0.11 0.38 0.18 crem. delay d2 45.1 20.2 0.5 37.2 4.8 53.6 1.3 1.4 13.9 2.4 factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 pntrol delay 82.1 52.5 19.5 74.5 34.1 93.2 42.3 31.1 57.8 43.3 kne group LOS F D 8 E C F D C E D .pprch. delay 54.0 38 1 56.5 48.9 bproach LOS D D E D its. delay 47.2 intersection LOS D Copyright © 2800 University of Florida, All Rights Reserved • Version G.1c SHORT REPORT -neral Information Site Information RPE/TAP Co. ormed 09/11/03 41111ir ne Period PM Peak Intersection SW 32nd Ave & Coral Way Area Type Ali other areas Jurisdiction Year 2006 w/site & Mod Analysis Year Timing rolui a and Timing Input EB WB NB SB L LT TH RT LT TH RT LT TH RT _LT TH RT um. of Lanes 1 2 1 1 3 0 1 2 0 1 1 1 ne group L T R L TR L TR L T R olume (vph) 218 1560 116 224 1847 100 183 396 95 135 347 228 i Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 IF 0.94 0.94 0.94 0.94 0.94 0.94 0.96 0.96 0.96 0.93 0.93 0.93 etuated (P/A) A P P A P P A A A A A A tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 t. eft. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ,rival type 3 3 3 3 3 3 3 3 3 3 snit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 d/BikeIRTOR Volume 0 6 0 1 0 12 0 22 dne Width 12.0 12.0 12.0 12.0 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 rkinglhr iris stops/hr 0 0 0 0 0 0 0 0 0 0 tension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 E Exc1. Left EW Perm 03 04 Excl. Left NS Perm 07 08 G= 12.0 G= 55.0 G= G= G= 9.0 G= 28.0 G= G= iming Y= 3 Y= 5 Y= Y= Y= 3 Y= 5 Y= Y= ;aration of Analysis (hrs) = 0.25 Cycle Length C 120.0 .ane Group "Capacity, Control Delay, and LOS,Determination EB WB NB SB ,dj. flow rate 233 1667 118 239 2075 191 501 145 374 222 ane group cap. 244 1655 740 244 2359 198 820 248 443 377 c ratio 0.95 1.01 0.16 0.98 0.88 0.96 0.61 0.58 0.84 0.59 green ratio 0.58 0.46 0.46 0.58 0.46 0.33 0.23 0.33 0.23 0.23 -tif. delay di 37.1 32.5 19.0 38.5 29.5 39.6 41.1 30.2 43.9 40.9 )elay factor k 0.46 0.50 0.50 0.48 0.50 0.47 0.20 0.18 0.38 0.18 ;crew. delay d2 45.1 23.9 0.5 51.7 5.1 53.6 1.3 3.5 13.9 2.4 4 factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ;ntrol delay 82.2 56.4 19.5 90.2 34.6 93.2 42.5 33.8 57.8 43.3 ,one group LOS F E 6 F C F D C E D \perch. delay 57.2 40 3 56.5 48.8 pproach LOS E D E D na. delay 49.3 Intersection LOS D Copyright 0 2000 University of Florida, All Rights Reserved Version 4. APPENDIX C ITE TRIP GENERATION Summary of Trip Generation Calculation For 6.6 T.G.L.A. of Specialty Retail Center September 09, 2003 1110 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 40.67 13.70 1.00 268 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 1.11 0.00 1.00 7 4-6 PM Peak Hour Exit 1.48 0.00 1.00 10 4-6 PM Peak Hour Total 2.59 1.74 1.00 17 AM Pk Hr, Generator, Enter 3.08 0.00 1.00 20 AM Pk Hr, Generator, Exit 3.33 0.00 1.00 22 AM Pk Hr, Generator, Total 6.41 0.00 1.00 42 PM Pk Hr, Generator, Enter 2.81 0.00 1.00 19 PM Pk Hr, Generator, Exit 2.12 0.00 1.00 14 PM Pk Hr, Generator, Total 4.93 0.00 1.00 33 Saturday 2-Way Volume 42.04 13.97 1.00 277 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 1.00 135 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 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, 6th Edition, 1997. TRIP GENERATION BY MICRGTRANS Summary of Trip Generation Calculation For 190 Dwelling Units of Residential Condominium 09, 2003 •SePtember / Townhouse Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 7-9 AM Peak Hour Enter 7-9 AM Peak Hour Exit 7-9 AM Peak Hour Total 4-6 PM Peak Hour Enter 4-6 PM Peak Hour Exit 4-6 PM Peak Hour Total AM Pk Hr, Generator, Enter AM Pk Hr, Generator, Exit AM Pk Hr, Generator, Total PM Pk Hr, Generator, Enter PM Pk Er, Generator, Exit PM Pk Hr, Generator, Total Saturday 2-Way Volume Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday Peak Hour Total Sunday 2-Way Volume Sunday Peak Hour Enter Sunday Peak Hour Exit Sunday Peak Hour Total 5.91 0.00 0.08 0.00 0.37 0.00 0.45 0.00 0.37 0.00 0.18 0.00 0.55 0.00 0.08 0.00 0.37 0.00 0.45 0.00 0.36 0.00 0.20 0.00 0.56 0.00 5.87 0.00 0.28 0.00 0.23 0.00 0.51 0.00 5.01 0.00 0.24 0.00 0.25 0.00 0.50 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1123 15 70 86 70 34 1 10+ 15 70 86 68 38 106 1115 53 44 97 952 46 48 95 Note: A zero indicates no data The above rates were calculated 111/1 24-Hr. 2-Way Volume: 7-9 AM Peak Hr. Total: 4-6 PM Peak Hr. Total: AM Gen Pk Hr. Total: PM Gen Pk Hr. Total: Sat. 2-Way Volume: Sat. Pk Hr. Total: Sun. 2-Way Volume: Sun. Pk Hr. Total: available. from these equations: LN(T) = .85LN(X) + 2.564, R^2 = 0.83 LN(T) = .79LN(X) + .298 R^2 = 0.74 , 0.17 Enter, 0.83 Exit LN(T) _ .827LN(X) + .309 R^2 = 0.79 , 0.67 Enter, 0.33 Exit LN(T) = .808LN(X) + .209 R^2 = 0.78 , 0.18 Enter, 0.82 Exit LN(T) _ .777LN(X) + .59 R^2 = 0.8 , 0.65 Enter, 0 35 Exit T = 3.615(X) + 427.925, R^2 = 0.84 T = .286(X) + 42.627 T = 3.132(X) + 357.258, R^2 = 0.88 T = .232(X) + 50.009 R^2 = 0.78 , 0.49 Enter, 0.51 Exit Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1997. TRIP GENERATION BY MICROTRANS APPENDIX D BUS SCHEDULE • ROUTE 27 A Before 6:30 p.m. NW 213 St NW 211 St 207 St ROUTE 27 A NW 211 St Carol City 183 St MIAMI- DADE COMMUNITY ■ COLLEGE (NORTH CAMPUS) Legend Route 27 nomenrr� NW 207 St & 27 Ave/ Grand Ave & McFarlane Rd Route 27A NW 211 St & 37 Ave/ Grand Ave & McFarlane Rd North Map not to scale Enter MDCC weekdays and Saturday only. NW 64 S Brownsville Metrorail Station Flagler St NW MMMM SW 27 Terr rn Coconut Grove Metrorail Station Calder Racetrack Pro Player.;" Stadium = NW 1 I3 St Route 27 ROUTE 27 NW211St NW 207 St NW 199 St z NW 191 St Martin Luther King Jr. Metrorail Station NW 53 St ALL BUSES ARE WHEELCHAIR ACCESSIBLE 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.00ov ROUTE 27 SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTH BOUND N 207 & 27Ava� NW 21 i St & 37 Ave NW83'Si & 27 Ave s MDC North ' Campus NVV 79 Si & 27Ave M L EC Stgo Browns- villa �v NVI 36 St & 27 A e Flagfer St Ave C• 05:18AM 05:30AM1 05:37AM 05:41 AM 05:45AM 05:48AM 05:58AM 06:10AM 05:22AM 05:25AM 05:36AM 05:48AM 05:55AM 05:59AM 06:03AM 06:08AM 06:18AM 06:30AM 05:40AM : 05:48AM 06:01AM 06:09AM 06:14AM 06:18AM 06:23AM 06:33AM 06:45AM t 05:45AM 05:48AM 05:59AM 06:16AM 06:24AM 06:29AM' 06:33AM 06:38AM 06:48AM 07:00AM 06:04AM [ : 06:13AM 06:30AM 06:38AM 06:43AM 06:47AM 06:52AM 07:03AM [07:15AM 06:09AM 06:12AM 06:25AM 06:42AM 06:50AM 06:55AM107:OOAM 07:06AM 07:18AM[ 07:30AM €07:45AM 06:30AM : 06:39AM 06:56AM [ 07:05AM 07:10AM 07:15AM 07:21AM 07:33AM 06:35AM 06:38AM 06:51AM 07:10AM 07:20AM 07:25AM 07:30AM 07:36AM [07:48AM 08:OOAM 06:53AM : 07:06AM 07:25AM 07:35AM 07:40AM] 07:45AM 07:51AM 08:03AM 08:15AM 07:02AM 07:05AM 07:20AM 07:39AM 07:49AM 07:54AM 07:59AM 08:05AM 08:18AM 08:30AM , 1 07:19AM : 07:32AM 07:51AM 08:01AM 08:06AM 08:11 AM [ [ 08:17AM 08:30AM 08:42AM 07:33AM 07:36AM 07:51AM 08:09AM 08:19AM 08:24AM 08:29AM C 08:35AM 08:48AM 09:00AM 07:51AM : 08:04AM 08:21 AM1 08:31AM 08:36AM 08:41AM 08:47AM 09:00AM 09:12AM 08:04AM 08:07AM 08:22AM 08:39AM 08:49AM 08:54AM 08:59AM 09:05AM 09:18AM 09:30AM 08:25AM : 08:38AM 08:55AM 09:05AM 09:10AM 09:14AM 09:20AM 09:33AM 09:45AM 08:35AM 08:38AM 08:53AM '09:10AM 09:20AM 09:25AM 09:29AM 09:35AM 09:48AM 10:OOAM 08:55AM : 09:08AM 09:25AM 09:35AM 09:40AM 09:44AM 09:50AM 10:03AM 10:15AM 09:05AM 09:08AM 09:23AM 09:40AM 09:50AM 09:55AM 09:59AM 10:05AM 10:18AM 10:30AM 09:25AM : 09:38AM 09:55AM 10:05AM 10:10AM,10:14AM [ 10:20AM 10:33AM 10:45AM 09:35AM 09:38AM 09:53AM 10:10AM L 10:20AM 110:25AM 10:29AM' 10:35AM 10:48AM- 11:OOAM 09:55AM , : 10:08AM 10:25AM [ 10:35AM 10:44AM 10:50AM [11:03AM 11:15AM ,10:40AM 10:05AM 10:08AM 10:23AM 10:40AM 10:50AM 10:55AM 10:59AM 11:05AM 11:18AM 11:30AM 10:25AM 10:38AM 10:55AM 11:05AM 11:10AM 11:14AM , 11:20AM 11:33AM 11:45AM , 10:35AM 10:38AM 10:53AM 11:10AM 11:20AM 11:25AM 11:29AM 11:35AM 11:48AM 12:OOPM 10:55AM : 11:08AM [11:25AM 11:35AM 11:40AM 11:44AM 11:50AM 12:03PM 12:15PM 11:06AM 11:09AM 11:23AM 11:40AMI` 11:50AM 11:55AM 11:59AM 12:05PM 12:18PM 12:30PM 11:26AM [ : 11:38AM 11:55AM 12:05PM 12:10PM 12:14PM 12:20PM 12:33PM 12:45PM 1 11:36AM 11:39AM 11:53AM 12:10PM [ 12:20PM '12:25PM 12:29PM 12:35PM 12:48PM 01:OOPM 11:56AM 12:08PM 12:25PM 12:35PM 12:40PM 12:44PM 12:50PM 01:03PM 01:15PM 12:06PM 12:09PM 12:23PM 12:40PM1 12:50PM 12:55PM 12:59PM 01:05PM 01:18PM, 01:30PM 12:26PM : 12:38PM 12:55PM 01:05PM ,01:10PM 01:14PM 01:20PM 01:33PM 01:45PM 12:36PM 12:39PM 12:53PM 01:10PM 01:20PM 01:25PM 01:29PM' 01:35PM 1 01:48PM 02:OOPM ' 12:56PM : 01:08PM 01:25PM1 01:35PM 01:4OPM101:44PM 01:50PM 02:03PM 02:15PM 01:06PM 01:09PM 01:23PM ' 01:40PM 01:50PM 01:55PM] 01:59PM 02:05PM 02:18PM 02:30PM ......_.... yr ri u a 01:26PM 11 : 01:38PM 101:55PM 02:05PM !02:10PM1102:14PM 102:20PM 1102:33PM 102:45PM1 01:36PM 01:39PM 01:53PM �02:10PM 02:20PM 102:25PM 102:29PM 02:35PM ! 02:48PM 03:OOPM 01:55PM : 02:07PM 02:24PMj 02:34PM 02:39PMJ 02:43PM 02:49PM 03:03PM 03:17PM 02:04PM 02:07PM 02:21PM 02:38PM1 02:48PM 02:53PM 02:57PM 03:03PM 1 03:18PM,[03:32PM 02:24PM : 02:36PM 02:53PM 03:03PM [03:08PM 03:12PM 03:18PM 03:33PM 03:47PM 02:29PM 02:32PM 02:46PM 03:03PM [ 03:13PM 03:18PM : . 02:34PM 02:37PM 02:51 PM 03:08PM 03:18PM 03:23PM 03:27PM 03:33PM 1 03:48PM [04:02PM 02:54PM , : 03:06PM 03:23PM 03:33PM 03:38PM103:42PM 03:48PM 04:03PM 04:17PM 04:32PM 04:47PM 03:04PM 03:07PM 03:21PM 03:38PM1 03:48PM 03:53PM ,03:57PM ' 04:03PM 04:18PM M L03:24PM : 03:36PM 03:53PM 04:03PM 04:08PM 04:12PM 04:18PM 04:33PM 03:34PM 03:37PM 03:51PM 04:08PM 04:18PM 04:23PM 04:27PM 04:33PM 04:48PM 05:02PM 03:54PM : 04:06PM 04:23PM 04:33PM 04:38PM, 04:42PM 04:48PM 05:03PM 05:17PM 04:04PM 04:07PM 04:21PM 04:38PM 04:48PM 04:53PM 04:57PM 05:03PM 05:18PM 05:32PM 04:53PM 05:03PM 05:08PM105:12PM 05:18PM 05:33PM 05:47PM 04:24PM : 04:36PM 04:36PM 04:39PM 04:53PM 05:10PMj 05:20PM 05:25PM 05:29PM 05:35PM [05:50PM 06:04PM 04:55PM : 05:07PM 05:24PM 05:34PM 05:39PMJ[05:43PM 05:49PM 06:03PM' 06:15PM 05:08PM 05:11 PM (05:25PM 05:42PM 1 05:52PM 05:57PM 06:01 PM 06:06PM 06:18PM 06:3OPM 05:28PM : 05:40PM 05:57PM 06:07PM 06:12PM 06:16PM 06:21PM 06:33PM 06:45PM 05:40PM 05:43PM 05:57PM 06:14PM 06:23PM 06:28PM 06:32PM 06:37PM 06:49PM 07:01PM 06:00PM 06:11PM 06:28PM 06:37PM 06:42PM 06:46PM 06:51PM 07:03PM 407:13PM 06:28PM 06:31 PM 06:44PM 07:01PM 07:09PM 07:14PM 07:18PM 07:22PM 07:33PM 07:43PM 06:59PM 07:02PM 07:15PM . 07:31PM 07:39PM 07:44PM 07:48PM 07:52PM 08:03PM 08:13PM 07:34PM 07:45PM 08:01PM 08:09PM 08:14PM 08:18PM 08:22PM 08:33PM 08:43PM 09:19PM 08:05PM 08:08PM 08:21 PM 08:37PM 08:45PM 08:50PM 08:54PM1, 08:58PM , 09:09PM 09:52PM 08:47PM 08:58PM 09:13PM 09:20PM 09:24PM 09:28PM 09:32PM 09:42PM 09:26PM 09:29PM 09:40PM 09:54PM 10:01 PM 10:05PM 10:09PM 10:13PM 10:23PM 10:33PM 10:11 PM : 10:20PM 10:34PM 10:41 PM 10:45PM 10:49PM 10:53PM 11:03PM 11:13PM 11:01 PM 11:04PM 11:14PM 11:26PM 11:32PM 11:36PM 11:40PM 11:43PM 11:53PM 12:03AM 01:15AM 12:13AM 12:16AM 12:26AM 12:38AM 12:44AM 12:48AM 12:52AM 12:55AM 01:05AM 01:09AM 01:12AM 01:22AM 01:34AM 01:40AM 01:44AM 01:48AM : : 01:54AM 01:57AM 02:07AM 02:17AM 02:09AM 02:12AM 02:22AM 02:34AM 02:40AM 02:44AM 02:48AM : . : 02:54AM 02:57AM 03:07AM 03:17AM 03:07AM 03:10AM ' 03:21AM 03:33AM 03:40AM 03:44AM 03:48AM : : : : 03:54AM 03:57AM 04:07AM 04:17AM 04:07AM 04:10AM 04:21 AM 04:33AM 04:40AM 04:44AM 04:48AM : : .................. : 04:54AM 04:57AM 05:07AM 05:17AM CLOSE WINDOW 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 27 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTH BOUND oconut. G Op tatfon F(agler St & 27 Ave NW 36 St & 27 e Browns x V IIe Stamen M L K Station ..amPLP NW 79 Sty& 27 Aver MDC Norti I 1$3 St & 7 A -r.- .;_. NW 211 St 37 Aver & f .. 04:55AM 05:05AM 05:13AM 05:16AM 05:20AM 05:24AM 05:30AM 05:42AM 05:51AM 05:54AM '06:01AM 05:25AM 05:35AM 05:43AM 05:46AM 05:50AM 05:54AM 06:15AM [ 06:27AM 06:30AM 05:48AM 05:58AM 06:09AM 06:13AM 06:18AM' 06:23AM 06:31 AM 06:45AM [ : 06:56AM . . 06:45AM 06:59AM 07:12AM 07:15AM 06:06AM 06:20AM 06:31 AM 06:35AM 06:40AM 06:45AM 06:53AM 07:07AM 07:20AM 07:23AM 06:21AM 06:35AM 06:46AM 06:50AM 06:55AM 07:00AM 07:08AM 07:23AM : 07:35AM 06:36AM 06:50AM 07:01AM '07:05AM 07:10AMI 07:15AM 07:23AM 07:38AM 07:51 AM 07:54AM ' 06:50AM 07:05AM 07:17AM 07:21AM 07:26AM 07:31AM 07:39AM 07:54AM : 08:06AM 07:05AM 07:20AM 07:32AM 07:36AM 07:41AM 07:46AM 07:54AM 08:09AM 08:22AM 08:25AM 07:20AM 07:35AM 07:47AM 07:51AM 07:56AM 08:01 AM 08:09AM 08:24AM : 08:36AM 07:35AM 07:50AM 1 08:02AM 08:06AM 08:11 AM 08:16AM 08:24AM 08:39AM 08:52AM 08:55AM L07:50AM1 08:05AM 08:17AM 08:21AM 08:26AM 08:31AM ,08:39AM 08:54AM : 09:06AM [08:05AM 08:20AM 08:32AM 08:36AM 08:41 AM 08:46AM 08:54AM 09:10AM 09:23AM 09:26AM 08:20AM 08:35AM 08:47AM 08:51 AM 08:56AM 09:02AM 09:10AM 09:27AM : 09:39AM 08:35AM 08:50AM 09:02AM 09:06AM 09:11AM 09:17AM 09:25AM 09:42AM 09:55AM 09:58AM 08:50AM 09:05AM 09:16AM 09:20AM 09:25AM 09:31AM 09:39AM 09:56AM : 10:08AM 09:06AM 09:20AM 09:31AM 09:35AM 09:40AM 09:46AM 09:54AM 10:11AM 10:24AM 10:27AM , 09:21 AM 09:35AM 09:46AM 09:50AM 09:55AM 10:01AM 10:09AM 10:26AM : 10:38AM 10:16AM 10:24AM 10:41 AM 10:54AM € 10:57AM 09:36AM 09:50AM 10:01AM 10:05AM 10:10AM 09:51 AM 10:05AM l 10:16AM 10:20AM 10:25AM 10:31AM 10:39AM 10:56AM 11:08AM 10:06AM 10:20AM 10:31AM 10:35AM 10:40AM 10:46AM :10:54AM 11:11AM 11:24AM 11:27AM 10:21AM 10:35AM 10:46AM 10:50AM 10:55AM 11:01 AM 11:09AM 11:26AM : 11:38AM 10:36AM 10:50AM 11:01AM 11:05AM 11:10AM 11:16AM 11:24AM 11:41AM 11:54AM 11:57AM 10:51AM 11:05AM 11:16AM 11:20AM 11:25AM 11:31AM 11:39AM, 11:56AM : 12:08PM 11:06AMt 11:20AM 11:31AM 11:35AM 11:40AM 11:46AM 11:54AM 12:11PM 12:24PM 12:27PM 11:21AM 11:35AM 11:46AM 11:50AM 11:55AM 12:01 PM 12:09PM 12:26PM : 12:38PM 11:36AM 11:50AM 12:01 PM 12:05PM 12:10PMI 12:16PM 12:24PM 12:41PM 12:54PM 12:57PM 11:51 AM,[12:05PM 12:16PM 12:20PM 12:25PM 12:31PM 12:39PM 12:56PM : 01:08PM 12:06PM 12:20PM 12:31PM 12:35PM 12:40PM 12:46PM 12:54PM 01:11 PM 01:24PM 01:27PM 12:21PM 12:35PM 12:46PM 12:50PM 12:55PMdi 01:01PM 101:09PM 01:26PM : 01:38PM, 12:36PM 12:50PM 01:01 PM 01:05PM 01:10PM 01:16PM 01:24PM 01:41PM 01:54PM 01:57PM 12:51 PMI 01:05PM : 01:16PM 01:20PM 01:25PM 01:31PM 01:39PM 01:56PM , : 02:08PM 01:06PM 01:20PM 01:31PM 01:35PM 01:40PM 01:46PM ' 01:54PM 02:11 PM 1 02:25PM [ 02:28PM 01:21PM 01:35PM 01:46PM 01:50PM 01:55PM 02:01PM 02:09PM 02:26PM : 02:38PM 01:36PM 01:50PM I 02:01PM 102:05PM 102:1 OPMi1 02:16PM II02:24PM 02:41PM 1 102:55PM 02:58PM 1 01:51PM 02:O5PM1 02:16PM 02:20PM 02:25PM 02:31PM 02:39PM 02:56PM : 03:08PM [02:06PM 02:20PM 02:31 PM 02:35PM 02:40PM1, 02:46PM 02:54PM 03:12PM 03:26PM 03:29PM 02:21PM 02:35PM 02:46PM 02:50PM 02:55PM` 03:01 PM 03:09PM 03:27PM : 03:39PM 02:36PM 02:50PM 03:01 PM 03:05PM 03:10PM 03:16PM 03:24PM 03:42PM 03:56PM [ 03:59PM _ 02:49PM 03:05PM 03:17PM 03:21 PM 03:32PM 03:40PM 03:58PM : 04:11PM ,03:26PM 03:03PM 03:19PM 03:31PM 03:35PM 03:40PM 03:46PM 103:54PM 04:13PM 04:28PM 04:31PM E I03:19PM (03:35PM 03:47PM 03:51 PM 03:56PM 04:02PM [04:11 PM 04:30PM : 04:43PM 03:34PM 03:50PM ' 04:03PM 04:06PM 04:10PM 04:16PM 04:25PM , 04:44PM 04:59PM 05:02PM 03:49PM 04:05PM [ 04:19PM 04:22PM�04:26PM 04:32PM , 04:41PM 05:OOPM : 05:13PM 04:04PM 04:20PM [ 04:34PM 04:37PM 04:41 PM 04:47PM 04:56PM 05:15PM 05:30PM 1 05:33PM 04:19PM r04:35PM , 04:49PM 04:52PM 04:56PM 05:02PM 05:11 PM 05:30PM : 05:43PM 04:50PM L 05:19PM 05:22PM 05:26PM1 05:32PM 05:41PM 06:00PM 06:12PM 05:04PM 05:20PM 05:34PM 05:37PM 05:41 PM 05:47PM 05:56PM 06:13PM 06:28PM 06:31 PM 05:19PM 05:35PM , 05:49PM 05:52PM 05:56PM 06:02PM 06:10PM 06:27PM : 06:39PM 05:34PM 05:50PM f 06:04PM 06:07PM 06:11PM 06:17PM 06:25PM ' 06:42PM 1 06:57PM 07:OOPM 05:50PM 06:05PM 06:19PM 06:22PM, 06:26PM 06:32PM 06:40PM 06:57PM : , 07:08PM 06:05PM 06:20PM 1 06:34PM 06:37PM [06:41 PM 06:47PM 06:55PM 07:12PM 07:24PM 07:27PM 06:30PM 06:45PM 06:59PM 07:02PM 07:06PM , 07:11 PM 07:18PM 07:34PM : 07:44PM 06:51PM 07:05PM ' 07:16PM 07:19PM 07:23PM 07:28PM 07:35PM 07:51PM 08:03PM 08:06PM 07:18PM 07:30PM 07:41 PM 07:44PM 07:48PM 07:53PM 08:00PM 08:16PM 08:28PM 08:31PM 07:43PM 07:55PM 08:06PM 08:09PM 08:1,3PM 08:18PM 08:25PM 08:41PM : 08:51PM 08:07PM 08:19PM 08:30PM 08:33PM 08:37PM 08:42PM 08:49PM 09:05PM 09:15PM 09:18PM 08:37PM 08:49PM 09:00PM 09:03PM 09:07PM 09:11PM 09:18PM 09:32PM 09:42PM 09:45PM 09:11 PM 09:21 PM 09:31 PM 09:34PM 09:38PM 09:42PM 09:49PM 10:03PM : 10:11PM 09:48PM 09:58PM 10:08PM 10:11 PM 10:15PM 10:19PM 10:26PM 10:40PM 10:50PM 10:53PM 10:23PM 10:33PM 10:43PM 10:46PM 10:50PM [ 10:54PM [11:01 PM 11:13PM 11:22PM 11:25PM 11:04PM 11:14PM 11:22PM 11:25PM 11:29PM 11:33PM 11:39PM [ [ 11:51PM 12:OOAM 12:03AM 11:44PM 11:54PM 12:02AM 2:05AM 12:09AM 12:13AM 12:19AM 112:31 AM 12:40AM 12:43AM , 12:34AM 12:44AM 12:52AM 12:55AM 12:59AM 01:03AM 01:09AM 01:21 AM 01:30AM 01:33AM 01:35AM 01:45AM 01:53AM 01:56AM 02:OOAM 02:04AM 02:10AM 02:22AM 02:31AM 02:34AM 02:55AM 03:05AM 1 03:13AM 03:16AM 03:20AM 03:24AM 03:30AM 03:42AM 03:51AM 03:54AM 03:55AM 04:13AM 04:16AM 04:20AM 04:24AM 04:30AM 04:42AM 04:51AM 04:54AM ,04:05AM CLOSE WINDOW • Route 24 ALL BUSES ARE WHEELCLLAIR ACCESSIBLE 24 St SW 137 Ave WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs en or off the bus. FIU SOUTH im CAMPUS IIII L FIU Bus Terminal EFFECTIVE: December 9, 2002 CORRECTED: Government Center Station SWIS .0id P4 el CORAL L, 4 WESTCHESTER GABLES � `i, 1�"1 SHOPPING ti �y ip CENTER - Cr-�Q', Ill Coral Way Ara{on�l.r,�,.,�lG�y SW 22 St LISW 27 St r- Biltmore Way -L dalusia m DESTINATION SIGN EAST - DOWNTOWN MIAMI - 0081 EAST - SW 24 ST/74 AVE ONLY - 0085 WEST - WESTCHESTER - 0084 WEST - CORAL WAY / 137 AVE - 0088 WEST"- FIU SOUTH - 0086 NOT IN SERVICE - 02DG S VIZCAYA STATION Coconut Grove co SE 2 St SE 4 St North Map not o scale TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-591-3131 TTY Users Or 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 24 SCHEDULE SERVICE: WEEKDAY DIRECTION: WEST BOUND SW,1,St & -iiE_e40,9 1,Ae SW 3 Si & 2 Ave Vizcaya Station SW 22 St & 7 Ave Corgi Way & SV1f 4 Sty T4 Ave P87 Ave & 84 A+ e Ma PIU Mafri S 1fi 26 St & 122 Ave SW 26 St 137 Ave 04:42AM 04:47AM 04:49AM : • . 05:12AM 05:17AM 1 05:19AM • 05:35AM 05:40AM 05:42AM 1 05:30AM 05:35AM 05:39AM 05:44AM 05:51AM 06:OOAM : 06:04AM 06:13AM 06:21AM 06:26AM 1 • : 06:27AM 06:32AM 06:34AM : : 06:OOAM 06:05AM 06:09AM 06:16AM 06:23AM 06:32AM 1 : 06:36AM 06:47AM 06:55AM 07:OOAM 1 , r, 06:15AM 06:22AM 06:27AM 06:34AM1 06:41AM 06:50AM : 06:54AM 07:05AM 07:14AM 07:19AM r 106:30AM 06:37AM 06:42AM 06:49AM 06:56AM 07:08AM 07:12AM 07:23AM 07:32AM 07:37AM , 06:45AM 06:52AM 06:57AM 07:05AM 07:14AM 07:26AM 07:31AM :07:34AM : : : a AM I 07:07AM 07:12AM [07:20AM 07:29AM 07:41AM : 07:45AM 07:56AM 08:05AM 08:10AM jAM �a 07:22AM 07:27AM [ 07:35AM 07:44AM 07:56AM 08:01 AM 08:04AM : . • 1, 07:30AM 07:37AM 07:42AM 07:50AM [07:59AM 08:12AM : 08:16AM 08:28AM F 08:37AM 08:42AM 07:45AM 07:52AM 07:57AM 08:06AM 08:15AM 08:28AM 08:33AM 08:36AM : : : 1 08:00AM 08:12AM 08:17AM 08:26AM 08:35AM 08:48AM : 08:52AM 09:04AM 09:13AM 09:18AM 08:15AM 08:27AM 08:32AM 08:41 AM 08:50AM 09:03AM 09:08AM 09:11AM 08:30AM 08:42AM 08:47AM 08:56AM 109:05AM 09:17AM : 09:21AM I09:33AM 09:42AM 09:47AM 1, 08:45AM I 08:57AM 09:04AM 09:13AM 09:22AM 09:34AM 09:39AM 109:42AM : . 09:00AM 09:11AM 09:18AM 09:27AM 09:36AM 09:48AM : 09:52AM 10:04AM 10:13AM 10:18AM 09:15AM 09:26AM 09:33AM 09:42AM 09:51 AM 10:03AM 10:08AM 10:11 AM : : : 1 ',,, 09:30AM 09:41AM 09:48AM 09:57AM 10:06AM 10:18AM 10:22AM 10:34AM 10:43AM 10:48AM 09:45AM 09:56AM [10:03AM 10:12AM 10:21AM 10:33AM 10:38AM 10:41AM : : 10:00AM I 10:11AM 10:18AM 1 10:27AM 10:36AM 10:48AM : 1 10:52AM 11:04AM 11:13AM 11:18AM 10:15AM 10:26AM 10:33AM 10:42AM 10:51 AM 11:03AM 11:08AM 11:11 AM : . : 10:30AM 10:41AM 10:48AM 10:57AM 11:06AM 11:18AM : 11:22AM 11:34AM 11:43AM 11:48AM 10:45AM 10:56AM 11:03AM 11:12AM , 11:21AM 11:33AM 11:38AM 11:41AM : . 11:00AM 11:11AM , 11:18AM 11:27AM 11:36AM 11:48AM 11:52AM 12:04PM 12:13PM 12:18PM 1 # 1 11:15AM 11:26AM 11:33AM 11:42AM 11:51AM 12:03PM 12:08PM 12:11PM,, : : - 11:30AM 11:41AM 1 11:48AM 11:57AM 12:06PM 12:18PM : 112:22PM 12:34PM 12:43PM 12:48PM 5AM 11:56AM 12:03PM 12:12PM [ 12:21 PM 12:33PM 12:38PM 12:41PM : [ : PM L 12:11PM 12:18PM 12:27PM 12:36PM 12:48PM : 12:52PM 01:04PM 01:13PM 01:18PM r01:11 12:33PM 12:42PM 12:51PM 01:03PM 01:08PM PM : : 12:15PM 12:26PM I 12:41PM 12:48PM 12:57PM 01:06PM 01:18PM : 01:22PM 01:34PM 01:43PM 01:48PM 12:30PM 12:45PM , 12:56PM 01:03PM 01:12PM 01:21 PM 01:33PM 01:38PM 01:41PM : : 01:OOPM 01:11PM 01:18PM 01:27PM 01:36PM 01:48PM : 01:52PM 02:04PM 02:13PM 02:18PM 01:15PM II 01:26PM I )1:30PM 01:41PM 02:30PM 01:56PM 02:11PM 22:45PM D3:OOPM 03:15PM 02:26PM 02:41 PM 01:33PMI 01:48PM 02:03PM, 02:56PM 02:18PM r 03:11PM 03:30PM 03:45PM r 04:00PM 34:15PM 04:30PM 04:45PM 03:26PM 03:41 PM 02:33PM1 02:48PM 03:56PM 04:11PM 03:03PM 01:42PM 01:51 PM II 02:03PM II 02:08PM I01:57PMI 02:12PM 03:15PM 02:27PM 03:30PM 02:42PM I03:45PM 04:26PM 04:41 PM 05:OOPM 1 05:15PM 05:30PM 05:45PM '06:OOPM 106:30PM 07:00PM 04:56PM 04:OOPM 05:10PM 02:57PM 02:06PM 03:13PM 04:15PM 05:25PM 03:25PM 04:30PM r. 04:45PM 05:40PM 05:55PM 02:21PM 03:40PM 02:36PM 02:51 PM 03:55PM I04:10PM 05:01 PM 06:10PM 05:15PM 05:30PM 06:40PM 05:45PM 07:06PM )08:30PM 09:00PM 07:36PM 04:25PM 02:18PM 03:06PM 02:33PM 03:22PM I 03:34PM 04:40PM 04:55PM 06:OOPM 08:06PM 109:30PM 10:OOPM 10:30PM 1.11:10PM 12:10AM 06:15PM 03:49PM 05:11PM 06:45PM 08:36PM 09:06PM 09:36PM 02:48PM 03:05PM 04:06PM 04:21 PM 03:20PM 03:36PM I" 03:48PM 04:36PM 05:25PM 05:40PM 05:55PM 07:10PM= 07:40PM{ 08:10PM 04:51 PM 05:06PM 06:10PM 06:25PM 08:40PM 10:05PM 10:35PM 11:15PM 05:20PM 06:55PM 09:10PM 112:15AM 09:40PM 05:34PM 04:05PM 2:38PM 02:11PM 02:22PM 02:34PM 02:41 PM 02:52PM 03:10PM 04:22PM 04:37PM 05:49PM 07:17PM 10:09PM 07:47PM 06:04PM 08:17PM 10:39PM 11:19PM 06:19PM 04:52PM 03:41 PM 04:11PM 05:07PM 05:21 PM 06:34PM 08:47PM 12:19AM 05:35PM 07:04PM 09:17PM 09:47PM 03:13PM 03:24PM 04:43PM 05:49PM 06:04PM 07:24PM 07:54PM 10:14PM 10:44PM 03:44PM 103:52PM 04:14PM 06:19PM 08:24PM 11:24PM 06:34PM 03:05PM 04:27PM 02:43PM 03:37PM 04:46PM 04:57PM 05:12PM 03:14PM 04:06PM 05:26PM 05:40PM 06:49PM 08:54PM 09:24PM 12:24AM 07:15PM I 09:54PM 07:35PM 10:21PM 10:51 PM 08:05PM 08:35PM 11:31PM 12:31AM 09:05PM 09:35PM 02:48PM 03:46PM 1 04:41 PM) 05:54PM 06:09PM 04:15PM 05:11 PM 05:26PM 06:24PM 10:05PM 03:19PM 03:51 PM 04:50PM 05:40PM 06:39PM 06:54PM 05:54PM 07:18PM 06:O8PM 05:20PM 06:23PM 07:38PM 108:08 P M 10:30PM 11:OOPM 11:40PM 12:40AM 09:39PM 10:34PM 04:20PM 04:55PM 05:49PM 06:38PM 06:53PM 06:17PM 07:08PM 08:38PM 09:08PM 07:29PM 09:42PM 05:25PM 06:47PM 05:54PM 06:22PM L 07:02PM 07:49PM 10:08PM 08:19PM 07:16PM 08:49PM 10:36PM 11:03PM 11:43PM 07:37PM 09:19PM 06:52PM 07:07PM 07:57PM 10:18PM 08:27PM 07:21 PM 08:57PM 07:42PM 09:27PM 11:13PM 08:02PM 11:53PM 08:32PM 09:02PM 10:26PM 09:32PM 11:21PM 12:01 AM 10:30PM 11:25PM 12:05AM CLOSE WINDOW 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.ritamidade.gov ROUTE 24 SCHEDULE SERVICE: WEEKDAY DIRECTION: EAST BOUND x Sli+ 26 St 37 ve SW Si & 22 Ave 10 �afr �� S1 ! 24 St &84 Ave SW 24 S 74 Ave Andalusfa & l eJeyf me SW 22 St & 27 + v Vizcaya Statf ri SW 3 St 2 Ave SW 1 ve Term h isr- - 04:50AM 04:53AM 05:O2AM 05:07AM 05:15AM 05:20AM 05:28AM ; : 05:20AM 05:23AM 05:32AM 05:37AM 05:45AM 05:50AM 05:58AM ;• : ; 05:34AM 05:43AM 05:48AM 05:56AM 06:02AM 06:13AM • 05:43AM 05:46AM 05:55AM 106:02AM I06:11 AM L06:17AM 06:28AM _ 05:38AM 05:46AM 05:56AM 05:59AM 06:10AM 1 06:17AM I-06:26AM 06:32AM 06:43AM 05:34AM € : 06:08AM 06:14AM 06:25AM 06:32AM 06:41AM 06:47AM 06:58AM 05:56AM 06:OOAM 06:09AM 06:21AM 06:27AM 06:38AM 06:45AM 06:54AM 07:00AM 07:13AM : . , 06:35AM 1 06:41AM 06:52AM 06:59AM 07:09AM 07:15AM ] 07:28AM 1 06:20AM 06:24AM 06:33AM 06:45AM 06:51AM 07:05AM [07:14AM 07:24AM 07:30AM 07:43AM , • 06:55AM 07:06AM 07:20AM 07:29AM 07:39AM 07:45AM 07:58AM 06:46AM 06:55AM 07:09AM 07:20AM 07:34AM 07:43AM 07:53AM 07:59AM 08:13AM 06:42AM : 07:24AM 07:35AM €1 07:49AM 07:58AM 08:08AM 08:14AM 1 08:28AM 07:10AM 07:15AM 07:25AM 07:39AM 07:50AM 08:04AM 08:13AM 08:23AM4 08:29AM 08:43AM , : 07:54AM 08:05AM 08:19AM 08:28AM 08:38AM 08:44AM 08:58AM : 09:13AM 07:40AM 07:45AM 07:55AM 08:09AM 08:20AM 08:34AM 08:43AM 08:53AM 08:59AM : 08:24AM 08:35AM 08:49AM 08:58AM 09:08AM 09:14AM 09:28AM 08:10AM 08:15AM 08:25AM 08:39AM 08:50AM 09:04AM 09:13AM 09:23AM 09:29AM 09:43AM : 09:02AM 09:07AM 09:19AM 09:28AM 09:38AM 09:44AM 09:58AM 08:49AM 08:54AM 09:04AM 09:17AM 09:22AM 09:34AM 09:43AM 09:53AMj 09:59AM 10:13AM 09:32AM 09:37AM 09:49AM 09:58AM 1O:08AMI 10:14AM 10:28AM E 09:21AM 09:25AM 09:34AM 09:47AM 09:52AM 10:04AM 10:13AM 10:23AM 10:29AM 10:43AM : 10:02AM 10:07AM 10:19AM 10:28AM 10:38AM 10:44AM 10:58AM ' 09:51AM 09:55AM 10:04AM 10:17AM 10:22AM 10:34AM 10:43AM 10:53AM 10:59AM 11:13AM 10:32AM 10:37AM 1O:49AM 10:58AM 11:08AM 11:14AM 11:28AM 10:21 AM 10:25AM 10:34AM 10:47AM 1 O:52AM 11:04AM 11:13AM 11:23AM 11:29AM 11:43AM 1 11:02AM 11:07AM 11:19AM 11:28AM 11:38AMI 11:44AM 11:58AM 10:51AM 10:55AM 11:04AM 11:17AM 11:22AM 11:34AM 11:43AM 11:53AM 11:59AM 12:13PM : l 11:32AM 11:37AM 11:49AM 11:58AM 12:08PMj 12:14PM 12:28PM 11:21AM 11:25AM 11:47AM 11:52AM 12:04PM 12:13PM ,12:23PMI 12:29PM 12:43PM I ,11:34AM ; [ : 12:02PM € 12:07PM 12:19PM 12:28PM 12:38PM 12:44PM 12:58PM 11:51AM 11:55AM 12:04PM 12:17PM 12:22PM 12:34PM 12:43PM, 12:53PMI 12:59PM 01:13PM i : , 12:32PM 12:37PM 12:49PM 12:58PM 01:08PMj 01:14PM 01:28PM 12:21 PM 12:25PM 12:34PM 12:47PM 12:52PM 01:04PM 01:13PM 01:23PM1 01:29PM 01:43PM - 01:02PM [ 01:07PM 01:19PM 01:28PM 01:38PM 01:44PM 01:58PM 12:51 PM [ 12:55PM 101:04PMI[O1:17PM 01:22PM 01:34PM (I01:43PM1101:53PM1[ 01:59PM II 02:13PM : 01:32PM 01:37PM 01:49PM 01:58PM 02:08PM 02:14PM 02:28PM 01:21 PM 01:25PM J 01:34PM 01:47PM 01:52PM L02:04PM 02:13PM 102:23PM 02:29PM 02:43PM Mill : : 02:02PM 02:07PM 02:19PM 02:28PM 02:38PM 02:44PM 02:58PM 01:53PM 01:57PM 02:06PM 02:19PM 02:24PM 02:36PM 02:45PM 02:55PM 03:01 PM 03:13PM : : 02:35PM 02:40PM 02:52PM 03:01 PM 03:10PM 03:16PM 03:28PM 02:24PM 02:28PM 02:37PM 02:50PM 02:55PM 03:08PM 03:16PM I03:25PM 03:31PM 03:43PM : 03:05PM 03:10PM 03:23PM PM 03:40PM 03:46PM 103:58PM ,03:31 02:54PM 02:58PM 03:07PM 03:20PM 03:25PM 03:38PM 03:46PM 03:55PM 04:01 PM 04:13PM : 03:35PM 03:40PM 03:53PM 04:01 PM 04:10PM [ 04:16PM 04:28PM 03:24PM 03:28PM 03:37PM 03:50PM' 03:55PM 04:O8PM 04:16PM 04:25PM 04:31PM 04:43PM : 04:05PM 04:10PM 04:23PM 04:31PM 04:40PMI 04:46PM 04:58PM '04:55PM 03:54PM 03:58PM 04:07PM,1 04:20PM 04:25PM 04:38PM 04:46PM 05:01 PM 05:13PM : 04:35PM 04:40PM , 04:53PM 05:01 PM 05:10PM 05:16PM 05:28PM , 04:24PM 04:28PM 04:37PM 04:50PM 04:55PM 05:O8PM 05:16PM 05:25PM 05:31PM 05:43PM 04:39PM 04:43PM 04:52PM 05:05PM 05:10PM 05:23PM 05:31 PM 05:40PM 05:46PM 05:58PM 05:10PM 05:14PM '05:23PM 05:35PM 05:40PM 05:53PM 06:01 PM 06:10PM 06:16PM 06:28PM '06:31 05:40PM 05:44PM [05:53PM 06:05PM 06:10PM 106:23PM PM 06:40PM 06:46PM 06:58PM 1 06:12PM 06:16PM 06:25PM 06:37PM 06:42PM [ 06:55PM 1 07:03PM 07:11 PM [ 07:17PM 07:28PM 06:48PM 1 06:52PM 07:01 PM 07:12PM 07:16PM 07:27PM [07:33PM 07:41 PM 07:47PM 07:58PM 07:19PM 07:23PM 07:31PM 07:42PM 07:46PM 07:57PM < 08:03PM 08:11 PM, 08:17PM 08:28PM 07:49PM 07:53PM 08:01 PM 08:12PM' 08:16PM 08:27PM 08:33PM 08:41PM 08:47PM 08:58PM 08:19PM 08:23PM 08:31 PM 08:42PM 08:46PM 08:57PM 09:03PM 09:11PM 09:17PM 09:28PM 08:49PM 08:53PM 09:01 PM 09:12PM 09:16PM 09:27PM 09:33PM 09:41 PM I 09:47PM 09:58PM 09:23PM 09:27PM 09:35PM 09:46PM 09:50PM 10:01 PM 10:O6PM 10:14PM 10:19PM 10:28PM 09:57PM 10:01 PM 10:09PM 10:19PM I 10:22PM 10:31 PM 10:36PM 10:44PM 10:49PM 10:58PM 10:57PM 11:01 PM 11:09PM 11:19PM [ 11:22PM 11:31PM 11:36PM 11:44PM 11:49PM 11:58PM , CLOSE WINDOW APPENDIX E COMMITTED DEVELOPMENT • CORAL WAY C`4 42 (19) C9 SW 21 ST STREET 0 15(21) momearomemapir 21(31) E M SW 22ND TER PROJECT 28 (13) LEGEND AM (PM) VPH SW 32ND AVENUE SW 3ISTAVENUE SW NTH AVENUE w N t E FIGURE H-1 PROJECT TRAFFIC ASSIGNMENT Carat View October 6, 2000 Page H-8 o SW 18TH STREET 0 NTS 15(7) 4(—'""'. CORA 5(13) SW 34TH AVE �r co SW 21 ST STREET 0 C') WAY 1- 0 a M c) 6 (14) I SW 22ND TER \i-P ROJ E 18(9) CT SW 26TH STREET LEGEND AM (PM) VPH SW 32ND AVENUE t --R) SW 31 ST AVENUE SW 29TH AVENUE SW 27TH AVENUE FIGURE 5 AM AND PM PEAK HOUR PROJECT TRAFFIC JACKSON M. AHLSTEDTt P.E. MIDTOWN LOFTS February 18, 2003 Page 20 • APPENDIX F MUATS DATA AND SEASONAL FACTORS Miami -Dade 1999 Validation Distribution Report DIRECTIONAL DISTRIBUTION SUMMARY ORIGIN ZONE 1051 TRIPS PERCENT 1052 TRIPS PERCENT 1053 TRIPS PERCENT 1054 TRIPS PERCENT 1055 TRIPS PERCENT 1056 TRIPS PERCENT 1057 TRIPS PERCENT 1058 TRIPS PERCENT 1059 TRIPS PERCENT 1060 TRIPS PERCENT 1061 TRIPS PERCENT 1062 TRIPS PERCENT 1063 TRIPS PERCENT 1064 TRIPS PERCENT 1065 TRIPS PERCENT 22.79 21.42 14.88 21.72 18.40 14.13 1886 16.25 20.78 480 921 14.81 28.41 NNE ENE 672 238 26.01 9.21 1 2917 586 26.58 5.34 1931 673 25.38 8.85 1064 674 20.80 13.17 1263 909 20.01 14.40 1174 1082 17.95 16.54 1810 1662 17.07 15.67 1106 1110 16.91 16.97 2180 1851 15.61 13.26 970 1165 13.82 16.60 CARDINAL DIRECTIONS ESE SSE SSW WSW WNW NNW 50 58 112 556 438 460 .93 2.24 4.33 21.52 16.95 17.80 66 46 339 2442 2265 2315 0.60 0.42 3.09 22.25 20.64 21.09 84 2 257 1586 1426 1648 1.10 0.03 3.38 20.85 18.75 21.66 100 2 432 945 930 969 1.95 0.04 8.44 18.47 18.18 18.94 184 69 429 1268 1000 1191 2.91 1.09 6.80 20.09 15.84 18.87 I TOTAL 181 76 525 1289 1053 1161 2.77 1.16 8.03 19.71 16.10 17.75 334 373 977 1918 1693 1838 3.15 3.52 9.21 18.09 15.96 17.33 249 267 747 863 1029 1170 3.81 4.08 11.42 13.19 15.73 17.89 645 695 1949 2260 1621 2760 4.62 4.98 13.96 16.19 11.61 19.77 431 337 864 1187 844 1219 6.14 4.80 12.31 16.92 12.03 17.37 2995 2300 763 388 2302 2761 4.69 2.38 14.14 16.96 11.86 17.45 2412 538 387 1530 1742 4.64 3.33 13.18 15.01 11.79 15.02 228 95 352 325 343 498 7.03 2.93 10.86 10.02 10.58 15.36 1930 2840 821 1198 543 270 581 713 9.84 4.89 10.53 12.93 11.22 13.98 1368 1743 500 470 172 36 248 204 7.84 1.64 11.30 9.30 9.71 16.00 619 771 213 351 2584 10976 7607 5116 6313 6541 10605 6541 13961 7017 16279 11606 3242 5516 2194 73- 12131/01 " FL DEPT OF TRANSPORT Fax :305-377-5684 May 12 '03 16 : 4b t'. U.5 Ate: May/12/2003 Florida Department of Transpn:tation Transpormtion Statistics Office 2002 Peak Season Factor Category Report MIAM1.-DARE SOUTH Category- 8701 Week Dates SF P5CF 1 01/01/2002 - 01;05/2002 0.99 1.01 2 01 /06/2002 - 01/ 12`2002 I.01 1.03 3 01/13/2002 - 01/19/2002 1.03 1.05 4 01/20/2002 - 01/26/2002 1.02 1.04 5 01/27/2002.02/02/2002 1.00 1.02 6 02/03/2002 - 02209/2002 0-99 1.01 * 7 02/10/2002.02/16/2002 0.98 1.00 * 8 02/17/2002 - 02123/2002 0.98 I.00 * 9 02/24/2002 - 03/02/2002 0.98 1.00 • 10 034'03/2002 - 03/09/2002 0.98 1.00 * 11 03/10/2002 - 03/16/2002 0.98 1.00 * 12 03/17/2002 - 03/23/2002 0.98 1.00 * 13 03/24/2002 - 03/30/2002 0.98 1.00 • 14 03/31/2002 - 04/06/2002 0.99 1.01 * 15 04/07/2002 - 04/13/2002 0.99 1.01 * 16 04/14/2002 - 04/20/2002 0,99 1.01 * 17 04/21/2002 - 04/27/2002 0.99 1.01 * 18 04/28/2002 - 05/04/2002 0.99 1.01 • 19 05/05/2002 - 05/11/2002 0.99 1.01 20 05/12/2002 - 05/18/2002 0.99 1.01 21 05/19/2002 - 05/25/2002 1.00 1.02 22 05/26/2002 - 06/01/2002 1.00 1.02 23 06/02/2002 - 06/08/2002 1,00 1.02 24 06/09/2002 - 06/15/2002 1.01 1.03 25 06/16/2002 - 06/22/2002 1.01 1.03 26 06/23/2002 - 06/29/2002 1.01 1.03 27 06/30/2002 - 07106/2002 1.01 1.03 28 07/07/2002 - 07/ 13/2002 1.01 1.03 29 07/14/2002 - 07/20/2002 1.01 1.03 30 07/21/2002 - 07/27/2002 1.02 1.04 31 07/28/2002 - 08/03/2002 1.02 1.04 32 08/04/2002.08/ 10/2002. 1.02 1.04 33 08/11/2002 - 08/17/2002 1.02 1.04 34 08/18/2002 - 08/24/2002 1.02 1.04 35 08/25/2002 - 03/31/2002 1.01 1.03 36 09/01/2002.09/07/2002 1.01 1.03 37 09/08/2002 - 09/14/2002 1.00 1.02 38 09/15/2002 - 09/21/2002 1.00 1.02 39 09/22/2002-"09/28/2002 1.00 1.02 40 09/29/2002- 10'05/2002 1.00 1.02 41 10/06/2002 - 10/12/2002 1.00 1.02 42 10/13/2002 - 10/19/2002 1.00 1,02 43 10/20/2002 - 10/26/2002 1.00 1,02 44 10/27/2002 - 11/02/2002 1,00 1.02 45 11/03/2002 - 11/09/2002 1-00 1.02 46 11/10/2002 - 11/16/2002 1.00 1.02 47 11/17/2002 - 11/23/2002 1.00 1.02 48 11/24/2002 - 11/30/2002 1.00 1.02 49 12101 /2002 - 12/07/2002 0.99 1.01 50 12/08/2002 - 12/14/2002 0.99 1.01 51 12/15/2002 - 12/21/2002 0.99 1.01 52 12/22/2002 - 12/28/2002 1.01 1.03 53 12/29t2002 - 121311200Z 1.03 1.05 4110 Nac: ""Indicaxcs pcak season week N1OCF = 0.98