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Home My WebLink AboutTraffic Impact Analysis12/2Q/2005 12:12 FAX URS 4002 • • • URS December 20, 2005 Ms. Lilie 1. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2rd Avenue (106' Floor) Miami, Florida 33130 Re: Marquis West (WO # 125) Sufficiency Leiter Yia Fa�c and US Mali Dear Ms. Medina: Subsequent to our October 4th, 2005 review comments for the subject project, we have received a revised traffic report along with a formal response from Kirnley--Horn and Associates Inc. (KHA) on November 23'a, 2005. We have also received a satisfactory letter (via e-mail) from Kitfeison & Associates (K&A) on December 19th, 2005, who represents the FDOT Planning office. Photocopies of both the response letter from KHA and e-mail from K&A are attached herewith. Please note that the applicant has mentioned that the project architect would provide the information regarding maneuverability of the delivery trucks within the project stte. As this project progresses through the review process, the applicant must submit an acceptable site circulation plan for approval by the City staff. At this time, we conclude that the revised traffic report along with the subsequent submittal meets all the traffic requirements and the report is found to be sufficient. Should you have any questions, please ,call Quezi Masood or me at 954.739.1881. Sincerely, URS.E o #ton Southern Raj hanmug ; '.E. Se n r Traffic Engineer Attachment Cc: Mr Kevin Walierd. Planner I/, City or Miami Mt. Jahn McWiti ems, PE, Kinky -Horn and Associates. Inc, (KM) MS Corporation 1aka2hor. comptaa 5100 NW 33ru Avprruo. sum iso Fort Lauderdale, FL, 3330248375 ial: 954.730.1821 Fag 964.732.17 s8 12/20/O5 TUT 11:03 tTX/RX NO 7443) • • • Revised Traffic Impact Analysis for Submittal to the City of Miami Marquis West Miami, Florida Prepared for: AI & Boymelgreen, LLC Miami, Florida Prepared by: Kimsey -Horn and Associates, Inc. Fort Lauderdale, Florida ©2005 Kirnley-Horn and Associates, Inc. October 2005 0426810000 • • • KimEeyHom and Associates, Inc. TABLE OF CONTENTS Revised Traffic Impact Anal7Jsis t19arquis West INTRODUCTION 1 DATA COLLECTION 3 CAPACITY ANALYSIS METHODOLOGY 7 Level of Service Standard 7 Transportation Corridor Level of Service Methodology 7 Intersection Level of Service Methodology 7 EXISTING CONDITIONS (2005) CAPACITY ANALYSIS 9 Transportation Corridors 9 Intersections 16 BACKGROUND TRAFFIC 17 Background Area Growth 17 Committed Developments 17 PROJECT TRAFFIC 18 Existing and Proposed Land Uses 18 Project Access 18 Trip Generation 18 Trip Distribution and Assignment 20 TOTAL (2009 WITH PROJECT) TRAFFIC 22 FUTURE CONDITIONS (2009) CAPACITY ANALYSIS 24 PROJECT DRIVEWAY ANALYSIS 27 Driveway Analysis 27 FUTURE TRANSPORTATION IMPROVEMENTS 28 CONCLUSIONS 29 LIST OF APPENDICES Appendix A: Methodology Correspondence Appendix B: Traffic Count Data Appendix C: Roadway Segment Analysis Information Appendix D: Miami -Dade Transit Data Appendix E: Existing Conditions (2005) SYNCHRO 6.0 Outputs Appendix F: Growth Trend Analyses Appendix G: Volume Development Worksheets Appendix H: Cardinal Trip Distribution Appendix I: Future Conditions (2008 With Project) SYNCHRO 6.0 Outputs Appendix J: Driveway Queuing Analysis Appendix K: FDOT Future Project Information G:1042681000\ReportITIA.doc Page - i October 2005 • • • :21111111111,Kimley-Flom —f 1 and Associates, Inc. LIST OF FIGURES Revised Traffic Impact Analysis - Marquis West Figure 1: Project Location Map 2 Figure 2: lntersection Lane Configurations 4 Figure 3: 2005 P.M. Peak Hour Traffic Volumes 6 Figure 4: Project Trip Distribution & Assignment 21 Figure 5: 2009 P.M. Peak Hour Total Traffic 23 LIST OF TABLES Table 1: Transportation Corridor Level of Service Thresholds 8 Table 2: 2005 P.M. Peak Hour Roadway Volumes 9 Table 3: 2005 P.M. Peak Hour Miami -Dade Transit Conditions NE 1st Avenue 11 Table 4: 2005 P.M. Peak Hour Miami -Dade Transit Conditions — NE 2"d Avenue 12 Table 5: 2005 P.M. Peak Hour Miami -Dade Transit Conditions — Biscayne Boulevard 13 Table 6: 2005 P.M. Peak Hour Transportation Corridor Segment Conditions 15 Table 7: 2005 P.M. Peak Hour Intersection Conditions 16 Table 8: Proposed Trip Generation 19 Table 9: Cardinal Trip Distribution 20 Table 10: Future (2009) P.M. Peak Hour Transportation Corridor Segment Conditions 25 Table 11: Future (2009) P.M. Peak Hour Intersection Conditions 26 G:1042681000\Report\TIA.doc Page - ii October 2005 Kimley-Horn and Associates, Inc. INTRODUCTION Revised Traffic Impact Analysis -- Marquis West AI & Boymelgreen, LLC is proposing a mixed -use development (Marquis West) on the north side of NE 11 th Street between NE 1 St Avenue and NE 2nd Avenue in the City of Miami, Florida. Figure 1 depicts the location of the project. Currently, the site is vacant. The project proposes to develop the site with 430 high-rise condominium/townhouse units, 31,000 square feet of retail space and 5,100 high -turnover (sit-down) restaurant. Construction is expected to be completed and the project will be occupied by the year 2009. Kimley-Hom and Associates, Inc. has completed this traffic impact analysis for submittal to the City of Miami as part of the Major Use Special Permit (MUSP) application. The purpose of the study is to assess the project's impact on the surrounding roadway network and determine if adequate capacity is available to support future demand. The study's methodology is consistent with the requirements outlined by the City of Miami for traffic studies. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. A methodology meeting was conducted with the City of Miami's traffic consultant on August 4th, 2005. Methodology correspondence is included in Appendix A. G:1042681000!Report!TiA.doc Page - 1 October 2005 � � > ,0,4.4eve.. / FIGURE 1 PROJECT LOCATION % AP \ A r1Klm�-om and Associates, Inc. KimieyHarn r and Associates, Inc. DATA COLLECTION Reviser! Traffic Impact Analysis - Marquis West A study area was examined for this traffic impact analysis commensurate with the anticipated increase in traffic associated with the project. The study area for this project is defined as: • NE 13th Street (north) • NE 6th Street (south) • NW lst Avenue (west) • Biscayne Bay (east). Additionally, several intersections were examined within the study area including the following: • NE 2" d Avenue and 1-395 eastbound off -ramp • Biscayne Boulevard and 1-395 eastbound off -ramp • NE 1 st Avenue and NE 11 th Street • NE 2nd Avenue and NE 11th Street • Biscayne Boulevard and NE 1 1th Street The following corridors were identified for analysis: • Biscayne Boulevard • NE 1st Avenue • NE 2nd Avenue • NE 10th Street • NE 11th Street Lane configurations for each of the examined intersections within the study area are provided in Figure 2. G:\04268I000\Report\T1A.doc Page - 3 October 2005 NE 14th Street 1-395 NE 19th Street NE lath Street LEGEND LANE CONFIGURATION 4— err z rn SIT z a p1DAQIno8 a. T FIGURE 2 INTERSECTION LANE CONFIGURATIONS Fri MI © Kimley-Hom and Associates, Inc. _.,.� KimieyNom I 1 and Associates, Inc. Revised Traffic Impact Analysis --- Marquis' West F.M. peak period (4:00 PM to 6:00 P.M.) turning movement counts were collected in the study area on August 30, 2005 (Tuesday). The study area peak hour was determined to be from 4:45 P.M. to 5:45 P.M. The traffic count data is included in Appendix B. The FDOT seasonal adjustment factor was applied to the traffic counts to adjust the traffic to peak season volumes. The appropriate peak season conversion factor for when the traffic counts were collected is 1.07. The conversion factor table is provided in Appendix B. Figure 3 presents the 2005 peak season transportation corridor volumes (person -trips including transit riders) and peak season turning movement volumes at the study intersections. c:10426810001Report\T1A.doc Page - 5 October 2005 NE 14th Street 4, 1 285 427 1- 395 A 1-395 (North) NE 11th Street NE 1Oth Street XX Pc. XXXj C ro ♦� 974 LEGEND D cb P.M. PEAK HOUR VOLUMES (VEHICLES) P.M. PEAK HOUR VOLUMES (PERSON -TRIPS) z 11 m 532 —t34 SIT 41 m8 ♦— 404 ir-29 z rn n 184 290 1--395 (South) A 0 400 55 to tn tO FIGURE 3 2O05 P.M PEAK HOUR —PEAK SEASON TRAFFIC 11::NMI IConley-Horn LA and Assoclates, Inc. 1-395 (Ramp) Kimley-Horn and Associates, Inc. Revised Traffic Impact Atialysis -- Marquis West CAPACITY ANALYSIS METHODOLOGY Level of Service Standard Level of service (LOS) is the traffic performance measure generally used in traffic impact analysis. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). The City of Miami has adopted LOS E as its minimum level of service standard. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined applying the methodology outlined in the Miami Comprehensive Neighborhood Plan. This methodology considers the person -trip capacity (including transit) for transportation corridors rather than evaluating only the vehicular roadway capacity. Level of service analyses were performed to assess the capacity of the transportation corridors evaluated in this study based on a comparison between person -trip volume and person -trip capacity within the corridors. The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service within the corridors. Table 1 illustrates the level of service thresholds for each study corridor. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed from the table 4-7 of the 2002 version of FDOT's Quality/Level of Service Handbook. Table 4-7 is provided in Appendix C. Intersection Level of Service Methodology Level of service analyses were performed for study intersections using Trafficware's SYNCHRO 6.0 Software, which applies methodologies outlined in the Highway Capacity Manual, 2000 Edition. Ga0426810001Report\TlA.doc Page - 7 October 2005 • • • nil Kimley-Hom and Associates, Inc. Table 1: Transportation Corridor Level of Service Thresholds Revised Traffic Impact Analysis - Marquis West Biscayne Boulevard 111.831=111111111=111 NE l(lth Street Peak Hour Peak Hour LOS Directional V/C Volume Ratio Thresholds __...Thresholds Directional V/C Volume Ratio Thresholds 1 Peak Hour Directional V/C I Volume Ratio E Thresholds 1 Peak Hour Directional Volume Thresholds1 V/C Ratio Peak Hour Directional Volume V/C Ratio 1 ainallEIMMEEMEIMINEMEME 1111.111111E11 T� (2) (2) U (2) (2) (2) 1,000 0.40 2,088 0.67 2,088 0.67 696 0.44 696 0.44 2,390 0.96 2,940 0.95 2,940 0.95 1 1,368 0.86 1,368 0.86 2,490 1.00 3,096 1.00 3,096 1.00 ( 1,584 1.00 1,584 1.00 ®_ _ - �_ >1.00 —_..._ >1.00 >1.00 >I.00 (1) Peak hour directional volumes adjusted for median type, presence of turn lanes, and one-way operation. (2) Cannot be achieved per "Table 4-7" from FDOT's 2002 Quality/Level of Service Handbook. 6:10426810001Report\T1A.doc Page 8 October 2005 • • • Kimley-Horn and Associates, Inc. Revised Traffic Impact Analysis--.Mbfarquis West EXISTING CONDITIONS (2005) CAPACITY ANALYSIS Transportation Corridors Vehicular roadway conditions and transit ridership were examined to determine the current level of service for the transportation corridors examined in this study. Table 2 presents the unadjusted 2005 P.M. peak hour directional traffic volumes, seasonal adjustment factors, and the 2005 peak season P.M. peak hour directional traffic volumes for the study corridors. It should be noted that the 24-hour traffic counts on Biscayne Boulevard and NE 2nd Avenue were done in November 2004. Therefore, these counts were increased using an historical growth rate to provide for year 2005 traffic conditions. Table 2: 2005 P.M. Peak Hour Roadway Volumes Roadway Segments Direction 2005 P.M. Peak Hour Volumes FDOT Peak Season Adjustment Factor 2005 Peak Season P.M. Peak Hour Volume Biscayne Boulevard NB 722 1.07 773 SB 370 1.07 396 NE 1s` Avenue NB 1,384 1.07 1,481 NE 2nd Avenue SB 1,313 1.07 1,405 NE 10th Street EB 107 1.07 114 NE 111h Street WB 650 1.07 696 Existing transit conditions were examined considering the ridership and capacity of the Miami - Dade Transit (MDT) service operating in the corridors. MDT staff was contacted to obtain the P.M. peak hour ridership and capacities. The only information readily available was the ridership by route on a typical weekday. Therefore, additional research was conducted to determine the transit ridership and capacities in the study corridors. Six (6) Miami -Dade Metrobus routes presently serve NE 1St Avenue (northbound) and NE 2nd Avenue corridor (southbound) adjacent to the project site during the P.M. peak hour. G:10426810001Report\TJA.doc Page - 9 October 2005 • �—� Kimiey-Horn 1Mand Associates, inc. Revised Traffic Impact Analysis --A1argiais West ■ Route 6 operates with 30 minute headways in both directions. ■ Route 9 operates with 12 minute headways in both directions. ■ Route 10 operates with 40 minute headways in both directions. to Route 111 operates with 15 minute headways in both directions. ■ Metromover operates with 1.5 minute headways in a loop (southbound). ■ Route T operates with 20 minute headways in both directions Six (6) Miami -Dade Metrobus routes presently serve the Biscayne Boulevard corridor adjacent to the project site during the P.M. peak hour. ■ Route 3 operates with 15 minute headways in both directions. ■ Route 16 operates with 15 minute headways in both directions. • Flagler MAX 51 operates with 20 minute headways in the northbound direction and 15 minutes headways in the southbound direction. ■ Route Biscayne Max operates with 15 minute headways in both directions. ■ Route 95 operates with variable minute headways in the northbound direction. In the southbound direction, there is not P.M. operation within the study area. ■ Route 103 operates with 15 minute headways in both directions. ■ Route 119 operates with 10 minute headways in both directions. It should be noted that NE 10th Street and NE 11 th Street do not serve any transit routes. MDT staff indicated that the Metrobus routes on the studied corridors sometimes use different bus types on the same route with variable capacities. For purposes of this analysis, an average capacity for each route was determined using data obtained from Miami -Dade County. The ridership capacities for the bus routes were calculated for the P.M. peak hour using the appropriate headways and capacities. Metrobus route schedules and headway calculations are included in Appendix D. Tables 3, 4, and 5 summarize the transit capacity provided by the routes. G:10426810001Report\TIA.doc Page - 10 October 2005 • • • �© Kinky -Horn and Associates, Inc. Revised Traffic impact Analysis --Marquis West Data were obtained to determine the existing P.M. peak hour ridership for the identified transit routes. The data reflect typical ridership on the routes using the most recent ridership information. The P.M peak hour ridership data is also presented in tables 3, 4, and 5. This ridership data is also included in Appendix D. Table 3: 2005 P.M. Peak Hour Miami -Dade Transit Conditions — NE 1st Avenue Transit Information Route Direction of Travel P.M. Peak Hour Headways Buses per Hour Average Capacity (riders) P.M. Peak Hour Directional Person -Trip Capacity P.M. Peak Hour Average Directional Route Ridersha� ctL :� 44 Route 111 Northbound 15 minutes 4 53 212 108 (27 riders per bus) Route 9 Northbound 12 minutes 5 61 305 85 (17 riders per bus) Route Northbound 40 minutes 1.5 59 [ 8910 27 (18 riders per bus) Route Northbound 20 minutes 3 53 159 45 (15 riders per bus) Route 6 Northbound 30 minutes 2 41 82 4 (2 riders per bus) Total Northbound - 15.5 - 847 269 (17 riders per bus) G:10426810001Report\T1A_doc Page - 11 October 2005 Il Kimley-Horn 1 and Associates, Inc. Revised Traffic Impact Analysis —Marquis Brest Table 4: 2005 P.M. Peak Hour Miami -Dade Transit Conditions — NE 2"d Avenue Transit Route Information Direction of Travel P.M. Peak Hour Headways Buses per Hour Average Bus Capacity (riders) P.M. Peak Hour Directional Person -Trip Capacity P.M. Peak Hour Average Directional Route Ridership y z ni b r `� Route 111 Southbound 15 minutes .._ 4 53 212 60 (15 riders per bus) Route 9 Southbound 12 minutes 5 58 290 65 (13 riders per bus) Route 10 Southbound 40 minutes 1.5 59 89 18 (e1 briders p ) Route T Southbound 20 minutes 3 63 18944 51 (17 riders per bus) Metromover Southbound 1.5 minutes 40 75 3000 680 (17 riders er bus) Total Southbound 53.5 - 3780 874( 16 riders er bus G:i04268I0001Iteport\TIA.doc Page - 12 October 2005 • • • :Z©Kimley-Hom 1• and Associates, Inc. Revised Traffic Impact Analysis --Marquis Nest Table 5: 2005 P.M. Peak Hour Miami -Dade Transit Conditions — Biscayne Boulevard Transit Information Route Direction of Travel P.M. Peak Hour Headways Buses per Hour Average Capacity rulers P.M. Peak Hour Directional Person -Trip Capacity P.M. Peak Hour Average Directional Route Ridershi s -ci tl)'' E a el fa RC Northbound Route 3 15 minutes 4 58 232 140 (35 riders per bus) Southbound 15 minutes 4 S8 232 104 (26 riders • er bus Northbound Route 16 15 minutes 4 56 224 60 (15 riders per bus) Southbound 15 minutes 4 53 212 [ 56 (14 riders 11er bus) Route 95 Northbound Variable 8.5 53 451 0 (0 riders per bus) Southbound Variable 8.5 No P.M. operation within the study area Route Northbound Biscayne 15 minutes 4 60 240 40 (10 riders per bus) Max Southbound 15 minutes 4 59 236 52 (13 riders per bus) Northbound Route 103 15 minutes 4 56 224 124 (31 riders per bus) Southbound 4 59 236 84 (21 riders .er bus) Northbound Route 119 10 minutes 6 94 564 390 (65 riders per bus) Southbound 10 minutes 6 94 564 30 (5 riders per bus) Northbound Haglerper 20 minutes 3 53 159 42 (14 riders bus) MAX Southbound 15 minutes 4 53 212 68 (17 riders er bus) Northbound Total ; 33.5 2094 796 (24 riders per bus) Southbound - 34.5 1692 394 (11 riders per bus) G:104268t000\Report\TIA.doc Page - 13 October 2005 • �© Kimley-Horn and Associates, Inc. Revised Traffic Impact Analysis -Marquis West In order to determine person -trip level of service for the study area's transportation corridors, total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 1. Table 6 presents the existing transportation corridor level of service. As indicated in Table 6, the transportation corridors have excess person -trip capacity during the P.M. peak hour and operate at acceptable levels of service. G:10426810001Report\TIA.doc Page - 14 October 2005 • • • ❑-rl Kimley-Hom l• and Associates, Inc. Revised Traffic Impact Analysis ---Marquis West Table 6: 2005 P.M. Peak Hour Transportation Corridor Segment Conditions Principal RoadwaysCapacity Peak Season P.M. Peak Hour Roadway P.M. Peak Hour Transit RidershipVolume P.M. Peak Hour Total (V) Directional Peak Hour Vehicular Capacity t�� P.M. Peak Hour Transit Capacity P.M. Peak Hour Total Capacityof (C) P.M. Peak Hour Excess P.M. Peak Hour LevelVolumes Service Vehicles Person- Trips (t) Person- Trips Person- Trips Vehicles Person- Trips (t) Person- Trips Person- Trips Person- Trips V/C Ratio LOS Biscayne Boulevard. 5,580 3,702 0.34 C NB 773 1,082 796 1,878 2,490 3,486 2,094 SB 396 554 394 948 2,490 3,486 1,692 5,178 4,230 0.18 C w z NB 1,481 2,073 269 2,342 3,096 4,334 847 5,181 2,839 0.45 C _ zQ SB 1,405 1,967 874 2,841 3,096 4,334 3,780 8,114 0.35 C o a 0.4 Cie EB 114 160 160 1,584 2,217 2,217 2,057 0.07 C 2,217 ... CD WB 696 974 - 974 1,584 2,217 1,243 0.44 C Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy Directional peak hour capacity derived from the 2002 PDOT Quality/LOS Handbook and the Miami -Downtown DRI. G:10426810001Report\TIA.doc Page - 15 October 2005 • • • ®kimley-Horn and Associates, Inc. Intersections Revised Traffic Impact Analysis --Marquis West P.M. peak hour capacity analyses were also perfo, cued for the study intersections. Table 7 presents the results of the analyses. As indicated, the study intersections operate at acceptable levels of service. Detailed SYNCHRO 6.0 outputs are included in Appendix E along with existing intersection traffic signal timing plans. Table 7: 2005 P.M. Peak Hour Intersection Conditions Intersection 2005 P.M. Peak Hour Overall Level of Service (Existing Timings) LOS Delay (s) Biscayne Boulevard and 1-395 Ramp A 7.6 NE In Avenue and NE 11`h Street C 24.8 NE 2"d Avenue and NE 1 1th Street B 12.1 Biscayne Boulevard and NE 11 di Street A 2.0 NE 2"d Avenue and 1-395 (North) B 12.7 NE 2"d Avenue and 1-395 (South) B 14.6 G:104268,1000 Report\T[A.doc Page - 16 October 2005 • • • Kimley-Horn and Associates, Inc. Revised Traffic Impact Analysis -Marquis West BACKGROUND TRAFFIC Background traffic conditions are defined as the expected traffic conditions on the prevailing roadway network in the year 2009 (corresponding to the total buildout of Marquis West) without the development of the proposed project. The background traffic volumes are the sum of the existing traffic and additional "background" traffic to account for expected traffic growth in the study area. Background Area Growth Future traffic growth on the transportation network was deteuuined based upon historic growth trends at nearby FDOT traffic count stations. The nearest FDOT count stations referenced for this analysis are located along Biscayne Boulevard (US-1/SR 5): count station number 5049 is located on Biscayne Boulevard north of NE 11 th Street and count station number 5052 is located on Biscayne Boulevard north of NE 13th Street. The growth rate analysis resulted in a growth rate of 1.65 percent (1.65%) for count station number 5049 and a growth rate of -1.09 percent (-1.09%) for count station number 5052. Therefore, to be conservative an annual growth rate of 1.7 percent (1.7%) was applied annually to traffic counts to attain future (2009) background conditions. Historical traffic count data and growth trend calculations are included in Appendix F. Committed Developments The City of Miami staff was contacted to determine if any projects that have been approved but not yet completed in the vicinity of the project site should be accounted for in this analysis. One (I) committed project was identified (1100 Biscayne Boulevard). The projected traffic from the 1100 Biscayne project was added to the background traffic. Please refer to Appendix G for 1100 Biscayne Boulevard trip assignment. Cr: 10426810001Report \TIA.doc Page - 17 October 2005 • • • Kimley-Hom and Associates, Inc. PROJECT TRAFFIC Revised Traffic Impact Analysis --Marquis West Project traffic is defined as the vehicle trips expected to be generated by the project (Marquis West), and the distribution and assignment of this traffic over the roadway network. Existing and Proposed Land Uses As previously indicated, the project site is currently vacant. This project proposes to construct 430 residential condominium/townhouse units, 31,000 square feet of retail space, and 5,100 square feet of high -turnover (sit-down) restaurant. The build out and occupancy of the project is expected to occur by 2009. Project Access The site will be accessed via three (3) driveways. One (1) driveway will be located on NE Pt Avenue; this driveway will be utilized as a service driveway. Two (2) driveways will be located on NE 11th Street: the east driveway will be utilized to access the residential parking garage, while the west driveway will be utilized as a residential drop-off area. Trip Generation Proposed vehicular trip generation for the project was calculated using rates and equations contained in the Institute of Transportation Engineers' (ITE) Trip Generation, Seventh Edition. The trip generation for the proposed land uses was determined using ITE Land Use 232 (High - Rise Condominium/Townhouse), ITE Land Use 814 (Specialty Retail Center, and ITE Land Use 932 (High -Turnover (sit-down) Restaurant). Project trips were estimated for the P.M. peak hour. ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local G:i04268I 000\Report\TlA.doc Page 18October 2005 ❑�© Kirnley-Morn INIEand Associates, Inc. Revised Traffic Impact Analysis --Marquis West area. Therefore, vehicular trips were reduced by 16 percent to adjust for these vehicle occupancy assumptions. The vehicular trip generation calculations for the project are presented in Table 8. Table 8: Proposed Trip Generation Land Use ITE Code Scale P.M. Peak Hour Driveway Volumes Enter Exit Total % Trips % Trips High -Rise Residential Condominium/Townhouse 232 430 d.u. ° 62 /Q 91 38% SS 146 Specialty Retail Center 814 31 k.s.f. 43%© 21 57% 28 49 High -Turnover (sit-down) Restaurant 932 5.1 k.s.f 70% 16 30% 7 23 Net New Trips 128 vph 90 vph 218 vph ITE/Miami vehicular occupancy adjustment (16% reduction) 108 vph 76 vph 183 vph Person -Trip Conversion (1.4 persons per vehicle) 151 person- trips 106 person- trips 256 person- trips G:104268I0001ReporalA.doc Page - 19 October 2005 • • • ©1-19 KimieyHorn and Associates, inc. Trip Distribution and Assignment Revised Traffic impact Analysis —Marquis West The likely distribution of project traffic was forecast for the trips expected to be generated by the project. The trip distribution was based on a cardinal trip distribution obtained from the 2005 Cost Affordable Plan for the project site's traffic analysis zone (TAZ 513). The cardinal trip distribution for TAZ 513 is provided in Table 9. The detailed cardinal distribution is included in Appendix H. Table 9: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 12.13% East -Northeast 5.95% East -Southeast 4.45% South -Southeast 10.44% South -Southwest 11.51 % West -Southwest 20.37% West -Northwest 18.78% North -Northwest 16.37% Total 100.04°/Q Figure 4 shows the project trip distribution and assignment at the project driveways and adjacent intersections. The project trips (vehicular and person -trips) were then distributed and assigned to the roadway network. As part of the directional person -trip distribution, the maximum project traffic assignment was determined for the transportation corridor segment. G:10426810001Report\T1A.doc Page - 20 October 2005 NE 14th Street 1--395 NE llth Street NE 10th Street /— 2OX/16 4--33X/27<8> 120% iN+21% OUT/53'--►, 20X/21—? 21X/17<2> —� D co 47X/39 9> 41--53%/43<B> 15X/13<3> --{► 32X/33<6>Z �-- 1O0X IN/151 21%/17<2>—* LEGEND X XX> NEW DISTRIBUTION/NEW ASSIGNMENT<PASS—BY ASSIGNMENT> PERSON TRIP DISTRI8UT1ON/ASSIGNMENT (MAXIMUM) D CD z a. 2 36X/38<5> 15X/13<3> nN 6X/5 �J 15X/12 2> FIGURE 4 cn TRIP DISTRIBUT1ON AND ASSIGNMENT Kimley-Horn and Assodates, Inc. ,1 • • • � —� KimieyHom and Associates, Inc. Revised Traffic Impact Analysis -Marquis West TOTAL (2009 WITH PROJECT) TRAFFIC Total traffic volumes (vehicular and person -trips) considered in the future year (2009) analysis for this project are the sum of 2009 background traffic volumes and the expected project traffic volumes. Figure 5 presents the 2009 total traffic for the study area. Total turning movement volume development worksheets for the study intersections are included in Appendix G. G:1042681000\Report\TIA.doc Page - 22 October 2005 • NE 14th Street 305 —PI. 467 - A 1-395 NE 11th Street NE 10th Street XX xx —1,303 224- 9. LEGEND 617 4 --194 < M m P.M. PEAK HOUR VOLUMES (VEHICLES) P.M. PEAK HOUR VOLUMES (PERSON -TRIPS) Si E 3 �---692 119 4-----692 z rr1 501 32 197 341 1-395 (South) FIGURE 5 2009 P.M PEAK HOUR TOTAL TRAFFIC andAssociates, Inc. • Kimley-Hom r 1 and Associates, Inc. Revised Traffic Impact Analysis idarquis West FUTURE CONDITIONS (2009) CAPACITY ANALYSIS Two separate future conditions peak hour capacity analyses were perforrned. ■ A transportation corridor capacity analysis was performed examining person -trip volumes and capacity. • Intersection capacity analysis was performed at the study intersections. The future conditions analysis were based on the 2009 total traffic, which included the 2009 background traffic and the new trips expected to be generated by the project. Table 10 presents the results of the transportation corridor capacity analysis for the 2009 P.M. peak hour traffic conditions. As indicated in Table 10, the corridors have sufficient capacity and are expected to operate at acceptable levels of service (LOS D or better). Table 11 presents the results of the intersection capacity analysis for 2009 P.M. peak hour with project conditions. All the intersections operate at LOS D or better. Detailed SYNCHRO 5.0 outputs are included in Appendix I. G:\04268I000\Report\T1A.doc Page - 24 October 2005 • • • ©inn Kimley-Horn and Associates, Inc. Revised Traffic Impact Analysis „-Marquis West Table 10: Future (2009) P.M Peak Hour Transportation Corridor Segment Conditions Principal Roadway 2009 P.M. Peak Hour Background k Volume (t) Committed Peak Hour Volume (2) 2009 P.M. Peak Hour Total Volume tat Project P.M. Peak Hour Distribution Project P.M. j Peak Hour Assignment 2009 P.M. Peak Hour Total Volume (V)(4) 2009 P.M. Peak Hour Total Capacity (C) (5) 2009 P.M. Peak Hour Excess Capacity 2009 P.M. Peak Hour Total Level of Service (Maximum) Person- Trips Person- Trips Person- Trips p Person -Trips Person- Trips Person- Trips Person- Trips VIC Ratio LOS AO NB 2,009 17 2,026 6%/OUT 23+6-29 2,055 5,580 3,525 0.37 C cc SB 1,014 8 1,022 21%IN 32 1,054 5,178 4,124 0.20 C cg N132,505 EOM 32% IN + 47% OUT 48+50=98 2,603 5,181 2,578 0.50 C N i � 4 d SB 3,039 3,071 64% IN 97 3,168 8,114 4,946 0.39 C - ' z LBM. 171 20% IN + 21% OUT 30+23=53 224 2,217 1,993 0.10 C 5 -.v - WB 1,042 1,042 100% IN 151 j 1,193 2,217 1,024 0.54 D An annual growth rate (1.7 percent) was applied to the 2005 P.M. peak hour total volume to determine the 2009 background volume. Total traffic generated along the corridors by committed developments (one committed development was identified: 1 100 Biscayne Boulevard). The summation of 2009 peak hour background volumes and committed trips. 2009 P.M. peak hour total volume (V) is defined as the sum of the project P.M. peak hour assignment and the background volume. Total capacity determined in Table 5. G:10426810001Report\TIA.doc Page - 25 October 2005 • • • IGmley-Hom and Associates, Inc. Revised Traffic Impact Analysis --Marquis West Table 11: Future (2009) P.M. Peak Hour .intersection Conditions Intersection 2008 P.M. Peak Hour Overall Level of Service (Existing Timings) LOS Delay (s) Biscayne Boulevard and 1-395 Ramp A 7.8 NE 1 S` Avenue and NE 11 th Street D 49.0 NE 2nd Avenue and NE 116' Street B 13.6 Biscayne Boulevard and NE 11 th Street A 9.3 NE 2 id Avenue and 1-395 (North) B 12.3 NE 21'd Avenue and 1-395 (South) B 16.1 G:10426810001ReportIT1A.doc Page - 26 October 2005 • • • ri Kimley-Flom and Associates, Inc, Revised Traffic Impact Analysis --Marquis West PROJECT DRIVEWAY ANALYSIS Driveway Analysis As previously indicated, three (3) driveways are proposed to provide access to the project site. PIease note that the proposed east driveway connection for the parking garage along NE 11 tb Street will have gated entry. As a result, a queuing assessment was performed for this access gate location. The driveway analysis is included in Appendix J. Figure 5 indicates that approximately 119 vehicles are expected to enter the residential garage during the P.M. peak hour. All entering vehicles will enter the residential garage via a proximity card reader. Assuming a gate service rate of 300 vehicles per hour, the expected 90 percentile queue length is one (1) vehicle. G:10426810001Report\TJA.doc Page - 27 October 2005 • • • riv Kimiey-Ham I and Associates, Inc. Revises! Traffic Impact Analysis —Marquis West FUTURE TRANSPORTATION IMPROVEMENTS As part of this traffic impact analysis, future transportation improvements (programmed and planned) were identified within the corridors adjacent to the project site. Project documentation is included in Appendix K. The following projects were identified: ® Premium Transit — According to Miami -Dade County Long Range Transportation Plan (2030 LRTP), there is a project that will provide premium transit service between Downtown Miami and the Broward County line along the U.S.1/ FEC Rail corridor. This project is a priority IV project scheduled for implementation between 2021-2030. 6:1042681000\Report\TiA.dac Page - 28 October 2005 • • • C:1_� Kirnley-Horn and Associates, Inc. CONCLUSIONS Revised Traffic is Impact Analysis -Marquis West This traffic impact study assessed the impacts of the Marquis West project on the surrounding transportation network. The analysis was conducted in accordance with the City of Miami requirements and included data collection; project trip generation, distribution, and assignment; transportation corridor segment capacity analysis; and intersection capacity analysis. This report is being submitted as part of a MUSP application. Transportation corridor capacity analyses and intersection capacity analyses were performed for the existing 2005 peak season conditions. Results of the analyses demonstrate that the transportation corridors and intersections in the vicinity of the project site currently have sufficient capacity and operate at acceptable levels of service. Trip generation calculations indicate that the project is expected to generate 183 new vehicular trips and 256 person -trips during the P.M. peak hour. These trips were assigned to the roadway network based on a cardinal trip distribution obtained from the 2005 Cost Feasible Plan. Capacity analyses were also perfoimrred for the future (Year 2009) with project conditions. Results of these analyses demonstrate that the transportation corridors and major intersections will continue to have sufficient capacity and operate at acceptable levels of service. G:10426810001Report\TIA.doc Page - 29 October 2005 • APPENDIX A: • Methodology Correspondence • • • i Kimiey-Horn ► Mir and Associates, Inc. Memorandum To: Mr. Quazi Masood, E.I. URS Southern Corporation From: John McWilliams, P.E. Cc: Ms. Miranda Blogg, PhD., P.E. Kittleson and Associates, Inc. Date: August 10, 2005 Subject: Marquis West — NW Corner of NE 11th Street and NE 2°t' Avenue MUSP Traffic Impact Analysis Methodology The purpose of this memorandum is to summarize the MUSP traffic impact analysis methodology as agreed to during the August 4n methodology meeting. The proposed development is bounded by NE 2'1 Avenue. to the east, NE 1$' Avenue to the west, NE 11`s Street to the south, and 1-395 eastbound off -ramp to the north (see attached map). The proposed development plan includes 500 condominium units and 50,000 square feet of retail space. The following items were discussed: Trip Generation Trip generation calculations for the proposed development will be performed using ffE Trip Generation, 7th Edition and the JTE Trip Generation Handbook. Trip Distribution Trip distribution will be determined using the cardinal distribution from the appropriate Traffic Analysis Zone (TAZ) in the 2005 Cost Affordable Plan. Committed Development The City of Miami will be contacted to obtain the most recent edition of the Large Scale Development Report. Projects currently under construction or approved will be included. Projects in the application stage who have submitted a traffic study will also be included. TEL 954 739 2233 FAX 954 739 2247 Suite 157 5100 N.W. 33rd Avenue FL Lauderdale, Florida 33309 • • • Kimsey -Horn and Associates, Inc. Mr. Quazi Ma_socd, E.I., August 3 D, 2005, Pg_2 Study Area The study area for this project was generally defined as NE 13th Street (north), NE 6th Street (south), NW 15` Avenue (west), and Biscayne Bay (east). Within the study area, five (5) intersections were identified for analysis: • NE 2nd Avenue and 1-395 eastbound off -ramp • Biscayne Boulevard and I-395 eastbound off ramp • NE 1't Avenue and NE 11th Street • NE 2a Avenue and NE 11th Street • Biscayne Boulevard and NE 11"' Street Please note that NE 15L Avenue and 1-395 eastbound off -ramp are grade separated. The following corridors were identified for analysis: • Biscayne Boulevard • NE 1 S` Avenue • NE 2'd Avenue • NE 10t Street • NE 11`h Street Data Collection P.M. peak hour turning movement counts (4 p.m. to 6 p.m.) will be conducted at the identified study intersections. 24-hour machine counts will be conducted on the identified corridors during a typical weekday. All traffic counts will be adjusted to reflect peak season conditions using the appropriate FDOT adjustment factors. Capacity Analysis Capacity analyses will be conducted for the P.M. peak hour for the identified intersections and corridors. Intersection analyses will be performed using the Highway Capacity Manual (HCM) methodology. Corridor analyses will be conducted using information from the Miami DRI-II (i.e. person -trip capacity) and the FDOT Quality/LOS Handbook. Capacity analyses will be conducted for three (3) scenarios: existing, build -out without project, and build -out with project. In addition, project driveways will be addressed in this analysis with respect to access (controlled/uncontrolled) and queuing. Site parking information will also be provided in the report. Loading area maneuverability will also be addressed. Documentation The results of the analysis will be summarized in a report. The report shall include necessary supporting documents including signal timings, lane geometry, • • • /r t♦ Kimley-Horn Ih\l11111 r 1 and Associates, inc. Mr. Quazi Masood, E.i., August 00, 2005, Pg.3 and software output sheets. A site plan illustrating the proposed driveways will also be provided in this submittal. The report will include a summary of FDOT five (5) year work program projects and long range transportation plan projects in the vicinity of the project site. The report may also provide transportation control measures plan including provisions for alternative modal facilities. G:\Marquis west\ Correspondence\O8_p2_05 URS Memadoc • • • APPENDIX B: Traffic Count Data Peak Season Factor • • Print Date: Aug/19/2005 Florida Department of Transportation Transportation Statistics Office 2004 Peak Season Factor Category Report 1 MIAMI-DADE NORTH Elategory: 8700 • • Week 2 3 4 5 * 6 * 7 * 8 * 9 * 10 * 11 * 12 * 13 * 14 * 15 * 16 * 17 * 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Dates 01/01/2004 - 01/03/2004 01/04/2004 - 01/10/2004 01/11/2004 - 01/17/2004 01/18/2004 - 01/24/2004 01/25/2004 - 01/31/2004 02/01/2004-02/07/2004 02/08/2004 - 02/14/2004 02/15/2004 - 02/21/2004 02/22/2004 - 02/28/2004 02/29/2004 - 03/06/2004 03/07/2004 - 03/13/2004 03/14/2004 - 03/20/2004 03/21/2004 - 03/27/2004 03/28/2004 - 04/03/2004 04/04/2004 - 04/10/2004 04/11/2004-04/17/2004 04/18/2004 - 04/24/2004 04/25/2004 - 05/01/2004 05/02/2004 - 05/08/2004 05/09/2004 - 05/15/2004 05/16/2004 - 05/22/2004 05/23/2004 - 05/29/2004 05/30/2004 - 06/05/2004 06/06/2004 - 06/12/2004 06/13/2004 - 06/19/2004 06/20/2004 - 06/26/2004 06/27/2004 - 07/03/2004 07/04/2004 - 07/10/2004 07/11/2004 - 07/17/2004 07/18/2004 - 07/24/2004 07/25/2004 - 07/31/2004 08/01/2004 - 08/07/2004 08/08/2004 - 08/14/2004 08/15/2004 - 08/21/2004 08/22/2004 - 08/28/2004 08/29/2004 - 09/04/2004 09/05/2004 - 09/11/2004 09/12/2004 - 09/18/2004 09/19/2004 - 09/25/2004 09/26/2004 - 10/02/2004 10/03/2004 - 10/09/2004 10/10/2004 - 10/16/2004 10/17/2004 - 10/23/2004 10/24/2004 - 10/30/2004 10/31/2004 - 11/06/2004 11/07/2004 - 11/13/2004 11/14/2004 - 11/20/2004 11/21/2004 - 11/27/2004 11/28/2004 - 12/04/2004 12/05/2004 - 12/11/2004 12/12/2004 - 12/18/2004 12/19/2004 - 12/25/2004 12/26/2004 - 12/31/2004 SF PSCF 1.00 1.00 0.99 0.99 0.99 0.98 0.98 0.97 0.97 0.97 0.97 0.96 0.97 0.97 0.98 0.98 0.98 0.98 0.99 0.99 0.99 0.99 0.99 1.00 1.00 1.01 1.02 1.03 1.04 1.04 1.03 1.03 1.02 1.02 1.03 1.04 1.05 1.06 1.05 1.03 1.01 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 0.99 1.03 1.03 1.02 1.02 1.02 1.01 1.01 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.02 1.03 1.03 1.04 1.05 1.06 1.07 1.07 1.06 1.06 1.05 1.05 1.06 1.08 1.09 1.08 1.06 1.04 1.03 1.03 1.03 1.04 1.04 1.04 1.04 1.04 1.03 1.03 1.03 1.02 MOO.' = 0.97 Note: "*" indicates peak season week Page • • • Intersection Turning Movement Counts 1-395 OFF RAMP TO NE 2ND AVENUE (SOUTH) MIAMI, FLORIDA UNTED BY: SUSAN MALONE GNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date: 08/30/05 File I,D, : 3952AV_S Page : 1 A8 2ND AVENUE From North Peds Right Thru Date 08/30/05 16:00 16:15 16:30 16:45 Er Total Left TO BISCAYNE BOULEVARD From last Peds Right Thru Left NE 2ND AVENUE From South Peds Right Thru Lef FROM 1-395 From West Peds Right Thru Left ehicle Total 0 0 146 0 0 153 1_______ 0 . _15 6 0 0 158 17:00 1 17:15 0 17:30 0 17:45 0 Hr Total 1 613— 0 164 0 191 0....�._Z05 0 125 0 685 33 21 17 3 19 21 18 76 0 0 0 0 0 0 0 0 _I___._.�}________-- 0 0 0 0 0 0 0 0 0 0 0 0 0 1.. 0.___..0.., 0 2 0 0 0 3 0 0 0 0 0 0 0 0 .0._ 0 0 0 0 0 0 0 0 _.. 0 0 0 1 0 { 0 0 0 0 0 0 87 56 0 59 47 0 62 45 0 59 44 0 4 — 267 192 6. 69 3. 70 1 73 4 89 14 301 ( Z1 38 42 48 40 168 iZ 322 280 295 278 1175 290 324 _44 272 1230 *TOTAL* 2 0 1298 179 I 3 • • 0 0 ( 2 0 + � "� z' A 0 LA 0 0 18 568 360 0 I 2405 I-395 OFF RAMP TO NE 2ND AVENUE (SOUTH) MIAMI, FLORIDA IIIOUNTBD BY: SUSAN MALONE GNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAA (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date: 08/30/05 File I.D. : 3952AV_S Page : 2 NE 2ND AVENUE From North TO BISCAYNE BOULEVARD From East NE 2ND AVENUE From South Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Date 08/30/05 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 08/30/05 Peak start 16:45 16:45 16:45 Volume - 0 718 75 Percent - 0% 911 9% Pk total 793 Highest 17:30 Volume - 0 205 18 Hi total 223 PHF .89 • 1 FROM 1-395 0 0 0 0 0 0 172 0 16:00 0 .0 172 443 271 • 271 11 J 0 0 0 01 01 04 0 0 0 16:00 0 .0 NE 2ND AVENUE 718 75 718 75 793 793 443 0 0 0% 0% 0 0 0 0 0 0I 0 0 ALL VEHICLES & PEDS Intersection Total 1,236 0 718 271 989 989 0 NE 2ND AVENUE 24 FROM 1-395 From West Peds Right Thru Left Vehicle Total 0 0 16:45 - 271 172 0 - 611 391 . 0t 443 17:30 121 .92 73 48 0 1 1 0 0 0 0 0 0 247 75 172 0 TO BISCAYNE BOULEVARD 0 0 1 I.395 OFF RAMP & NE 2ND AVENUE (NORTH) !IAMI, FLORIDA POUNTED BY: NICOLE MALONE GNALIZRD TRAFFIC SURVEY SPECIALISTS, INC, 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX 1561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date: 08/30/05 File I,D. : 3952AV_N Page : 1 NE 2ND AVENUE From North Peds Right Thru Date 08/30/05 Left TO BISCAYNE BOULEVARD From East Peds Right Thru Left NE 2ND AVENUE From South Peds Right Thru Left FROM 1-395 From hest Peds Right Thru Left Vehicle Total 16:00 1 0 87 16:15 0 0 86 16:30 0 0 84 ........_ ._...... 16:45 2 0 91 Br Total I 17:00 1 0 17:15 ( 0 0 17:30 ( 0 0 17 : 45 1 0 Hr Total 2 0 86 105 113__ 56 360 1 1 0 0 0 0 0 0 _0 0 9 1 0 0 0 0 0 1 0 t_ 0 0 0 0 0 0 0 0 0 0 1_ 0 1 0 0 0 0 0 0 0 _0.__- —.0__ 0_ 0 0 0 0 1 0 0 0 2 92 1 88 3 104 56 0 49 0 54 0 3 83 ---79 0 5 100 66 0 2 109 59 0 1 107 62 0 2 87 76 0 10 403 263 0 t1=P20 Z'6 235 223 242 254 954 252 274 283,.' 220 1029 *TOTAL* 5 0 708 • 4 2 0 0 0 1 0 0 0 I 19 770 501 1983 1-395 OFF RAMP & NB 2ND AVENUE (NORTH) NIAMI, FLORIDA OBNTED BY: NICOLE KALONH GNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date: 08/30/05 File I.D. : 3952AV N Page . 2 NE 2ND AVENUE Frog North Peds Right Thru Left Date 08/30/05 TO BISCAYNE BOULEVARD From East Peds Right Thru Left NE 2ND AVENUE Fran South Peds Right Thru Left FROM 1-395 From West Peds Right Thru Left ehicle Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 an 08/30/05 Peak start 16:45 16:45 16:45 Volume 0 395 3 0 0 0 0 0 Percent - 01 991 11 01 01 01 01 01 Pk total 398 0 0 Highest 17:30 16:00 Volume 0 113 1 - 0 0 0 - 0 Hi total 114 0 0 PHF .87 .0 • 3 3 FROM 1-395 0 0 0 0 0 0 266 16:00 .0 NE 2ND AVENUE 3951° 3 65 266 665 399 399 11 • 11 395 3 398 398 0 0 0 0 • ALL VEHICLES & PEDS Intersection Total 1, 063 0 395 399 794 794 i�- • NE 2ND AVENUE 26 0 01 0 0 16:45 665 17:30 169 .98 399 266 0 601 40i 01 107 62 0 1 1 0 0 0 0 0 0 3 269 266 0 TO BISCAYNE BOULEVARD 0111111111111111111111111.11 0 0 1 1 1-395 RAMPS & BISCAYNE BOULEVARD MIAMI, FLORIDA 71NTEDBY: I. GONZALEZ & JR GONZALEZ •GNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BRACE, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date: 08/30/05 File I.D. : 139521SC Page : 1 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 08/30/05 16:00 16:15 16:30 16:45 Hr Total 17:00 17:15 17:30 ;7:45 9r Total 0 0 199 2 0 0 188 1 0 0 182 1 0 0 1 1 —3 1-395 From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left 1-395 From West Peds Right Thru Left Vehicle Total 0 0 198 0 0 0 221 0 0 0 180 0 0 174 3 0 0 773 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ 0 0 _ 0 0 n 1 139 261 0 0 152 202 0 2 190 248 0 0 164 270 0 3 0 188 186 0 164 205 0 193 194 0 220 209 0 765_ 794 fi e)'-ES± 0 0 0 2 21 0 94 716 1 12 0 87 642 2 15 0 114 750 2 6 0 105 729� —�4__....___._¢_._.400- 2837 3 12 0 89 673 0 21 0 86 697. 2 12 0 94 673 0 7 0 100 713 5 52 0 369 2756 3L\ *TOTAL* 0 0 1523 10 • • 0 0 0 0 3 1410 1775 12 106 0 769 ( 5593 I-395 RAMPS & BISCAYNE BOULEVARD MIAMI, FLORIDA COUHTEDBY: I. GONZALEZ & JR 11111FGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date: 08/30/05 File LA, : I395BISC Page : 2 BISCAYNE BOULEVARD From North Peels Right Thru Left Date 08/30/05 I-395 From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peels Right Thru Left 1-395 From Nest Peds Right Thru Left ehicle Total Peak Hour Analysis By Entire Intersection for the Period: Peak start 16:30 6 16:30 Volume 0 782 Percent - 01 991 11 Pk total 786 Highest 17:15 Volume 0 221 Bi total 221 PEE .89 0 0 filpiminimommummmmmmmeN 1-395 0 0 0 0 394 394 0 4 0 16:00 0 .0 16:00 to 18:00 on 08/30/05 16:30 0 0 0 01 01 01 0 0 706 909 441 561 0 01 1615 16:30 - 190 248 0 438 .92 B I S CAYNE BOULEVARD 782 782 786 4 4 48 0 448 54 54 7 • 7 2,089 394 909 0 1,303 • ALL VEHICLES & PEDS Intersection Total 2,849 0 782 54 836 2,451 710 r-- 1,615 BISCAYNE BOULEVARD 909 909 16:30 54 0 394 12% 04 881 448 16:30 129 .87 15 0 114 0 0 0 0 0 0 0 0 710 1-395 4 0 706 t 706 706 2 2 NE 11TH STREET & NE 1ST AVENUE MIAMI, FLORIDA illiiUNTBD BY: ANGEL RIVERA GNALIEED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAI (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date• 08/30/05 File I.D. 11ST1AVE Page :1 NE 1ST AVENUE From North Peds Right Thru Date 08/30/05 16:00 16:15 16:30 16:45 Hr--Fetal 17:00 17:15 1730 17:45 Hr Total I 0 2 0 2 0 0 0 5 ----0 2 0 1 0 3 0 0 0 0 0 *TOTAL* 8 0 • • 0 D 0 0 Left NE 11TH STREET From East Peds Right Thru Left NE 1ST AVENUE From South Peds Right Thru Left NE 11TH STREET From Nest Peds Right Thru Left Vehicle Total 0 0 0 0 0 0 D 0 0 0 0 0 0 1 4 2 1 107 132 110 116 465 26 46 43 31 t46 4 120 21 0 130 25 2 131 48 2 124 22 8 5D5 116 0 I 16 970 262 0 0 0 0 0 0 0 _.0._ 0 0 3 4 6 8 21 0 379 9 0 299 15 0 ....36D 5 0 404 5 9-1-44�---: 6 0 415. 7 5 0 443 5 430-..._.2. 4 D 407 8 19 0 1695 22 Lea t \R ,\! 3 1 0 1 5 0 0 0 0 0 0 0 0 40 0 3137 56 1 12 0 c t G\ fit? x `- 0 0 0 521 492 518 2087 563 1. 603' 611 561 2338 0 I 4425 NE 11TH STREET & NE 1ST AVENUE MIAMI, FLORIDA COUNTED BY: ANGEL RIVZRA •GNALIZ1OD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 RI (561) 272-4381 ALL VEHICLES 4 PEDS Site Code : 00050223 Start Date: 08/30/05 File I.D. : 11ST1AVE Page : 2 NE 1ST AVENUE From Borth Peds Right Thru Left Date 08/30/05 Peak Hour Analysis By Entire Peak start 17:00 Volume - 0 0 0 Percent - Ot Ot 01 Pk total 0 Highest 16:00 Volume - 0 0 0 Hi total 0 PHF .0 NE 11TH STREET 22 116 138 0 0 0 0 0 0 0 5 • 5 NE 11TH STREET From East Peds Right Thru Left NE 1ST AVENUE From South Peds Right Thru Left BE 11TH STREET From West Peds Right Thru Left Vehicle Total Intersection for the Period: 16:00 to 18:00 on 08/30/05 17:00 17:00 505 116 0 - 81t 19t Ot 621 17:30 179 .87 131 48 0 17:00 0 1695 22 0 0 0 0t 991 11 01 01 01 1717 0 17:15 16:00 0 443 5 - 0 0 0 448 0 .96 .0 NE 1ST AVENUE 38 0 0 0 2,200 0 1,695 505 2,200 ALL VEHICLES & PEDS Intersection Total 2,338 0 0 0 0 1,717 22 22 NE 1ST AVENUE 621 1,717 • 1,695 1,695 8 8 505 505 621 116 0 0 116 0 0 0 NE 11TH STREET 0 0 0 19 19 NE 11TE STREET & NE 2ND AVENUE MIAKI, FLORIDA "•GNAL2EED UiiTED BY: LUIS PALOF]IN0 TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAI (561) 272-4381 ALL VEHICLES R PEDS Site Code : 00050223 Start Date: 08/30/05 File I.D. : 11ST2AVE Page : 1 NE 2ED AVENUE Frain North Peds Right Thru Left Date 08/30/05 15:00 3 60 16:15 0 58 16:30 10 58 16:45 4_._..52 Er Total _17__ --228 17:00 17:15 17:30 17:45 Er Total 7 1 56 60 59.. 62 237 e: 177 155 161 158 651----.._. 177 198 221 152 748 0 0 0 0 0 0 0 0 0 HE 11TH STREET From East Peds Right Thru Left NE 2ND AVENUE Eros South Peds Right Thru Left NE 1ITH STREET From hest Peds Right Thru Left Vehicle Total 0 0 0 0 0. 0 1 0 0 1 0 0 0 0 0 0 0 0 0 73 95 95 89 352.. 91 92 106 99 388 12 6 3 4 25 7 10 6 ... 6 29 0 a a 0 a 0 0 3 0 0 3 0 0 2_ _.. - _0 0 2 0 0 10 0 0 0 0 _.0 0 1 0 0 0 3 0 0 0 0 0 0 9..._... .-0-.__.___ —0 7 0 0 0 3 0 0 0 0_0 2 0 0 0 13 0 0 0 *TOTAL* 24 465 1399 • • 0 1 1 0 740 54 1 23 0 0 0 1 r°AZ' rt 322 314 317 1113 1256-\ 331 360 319 1402 22 0 0 0 2658 NE 11TE STREET & KB 2ED AVENUE MIAMI, FLORIDA ''HUNTED BY: LUIS PALOMINO 111111GIALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BRACE, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date; 08/30/05 File I.D. : 11ST2AVE Page : 2 NE 2ND AVENUE From North Peds Right Thru Date 08/30/05 Left NB 11TB STREET From East Peds Right Thru Left NE 2ND AVENUE From South Peds Right Thru Left NB 11TB STREET From Nest Peas Right Thru Left Vehicle Total Peak Hour Analysis By Entire Interse Peak start 17:00 Volume - 237 748 Percent - 241 761 01 Pk total 985 Highest 17:30 Volume 59 221 0 Hi total 280 PHF .88 • 0 7 7 ion for the Period: 16:00 17:00 0 388 29 01 931 7t 417 17:30 112 .93 237 NE 11TH STREET 0 388 625 237 0 0 0 0 0 0 13 • 13 0 106 o 18:00 on 08/30/05 17:00 - 0 0 0t 0t 01 0 16:00 0 .0 NE 2ND AVENUE 748 0 237 748 0 985 985 25 0 0 0 0 0 0 ALL VEHICLES & PEDS Intersection Total 1,402 777 41 0 17:00 0 16:00 0 .0 0 0 0 01 0% 01 0 0 0 1 0 0 388 417 388 29 29 0 0 NE 11TH STREET 1 0 0 0 0 0 • 10 10 NE 11TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA IIIOURTED BY: REITH MONBRBAU GHALISBD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAA (5611 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date: 08/30/05 File I.D. : 11STBRIC Page : 1 BISCAYNE BOULEVARD From North Peds Right Thru Date 08/30/05 16:00 16:15 16:30 16:45 Er Total 0 10 210 0 9 166 0 10 190 I6 176 0-- 35--- - 742 17:00 1 0 6 197 17:15 0 13 214 17:30 0 11 149 17:45 0 8 159 Er Total 0 38 719 BISCAYNE BOULEVARD From South Peds Thru Left NE IlTB STREET From Nest Peds Right Left Vehicle Other Total Total 1 178 0 153 0 158 0 221 1-- 710 0 0 0 106 121 111 110 448 66 90 88 9.1 335._ 92 &7 59 69 307 0 0 0 464 1 3 0 0 418 3 1 0 0 446_ 1 0 0 494 0 _----0-- 1121—.,_ 5 0 0 0 401 0 0 0 0 435 0 6- 0 0 330 0 0 0 ... 346 0 0 0 1512 kn *TOTAL* 0 73 1461 ( 1 1158 642 • • 0 0 I 3334 5 NE 11TH STREET E BISCAYNE BOULEVARD MIAMI, FLORIDA illiOUITED BY: NEITR MONEREAU ONALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050223 Start Date: 08/30J05 File I.D. : 11STBRIC Page : 2 BISCAYNE BOULEVARD From North Peds Right Date 08/30/05 Thru BISCAYNE BOULEVARD From South Peds Thru Left NE 11TH STREET From hest Vehicle Other Peds Right Left Total Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 08/30/05 Peak start 16:00 16:00 16:00 Volume - 35 742 710 335 Percent - 5# 95# - 68% 32# Pk total 777 Highest 16:00 Volume - Hi total 220 PIE .88 10 210 0 0 4110111111111=1111111 NE 11TH STREET 335 0 35 370 0 0 0 0 0 1045 16:45 - 221 91 312 .84 35 35 4 • 4 0 16:00 0 .0 BISCAYNE 742 742 777 70 OULEVARD 0 1,487 0 710 0 710 ALL VEHICLES & PEDS Intersection Total 1,822 0 742 0 742 1,787 335 335 1,045 710 BISCAYNE BOULEVARD 710 0 • • PEAK HOUR DETER'VIINATION STUDY AREA INTERSECTION TOTALS Description 4:00 4:15 4:30 PM Peak Hour 4:45 5:00 5:15 5:30 5:45 Byscayne Boulevard & 1-395 716 642 750 729 673 697 673 713 NE 1st Avenue & NE 11th Street 521 492 518 556 563 603 611 561 NE 2nd Avenue & NE 1 lth Street 322 314 317 303 331 360 392 319 Biscayne Boulevard & NE 1 lth Street 464 418 446 494 401 435 330 346 NE 2nd Avenue & 1-395 (North) 235 223 242 254 252 274 283 220 NE 2nd Avenue & 1-395 (South) 322 280 295 278 290 324 344 272 Totals 2580 2369 2568 2614 2510 2693 2633 2431 10131 10061 10385 10450 10267 042481000, oic0ltnnc.xislpeak hour 9/2/2on.5 1ni �.JPP711=lirl Kimley-Horn and Associates, Inc. Copyright ® 2004, Kathy -Horn and Associates. Inc - Peak Hour SPM-6PM • • • 24-Hour Machine Counts CLIENT : KIMLEY HORN & ASSOCIATES CROSSROADS ENGINEERING DATA, INC 108 110 : 2004-94 13501 SW 128TH ST, STE 101 MII AMI, EL Site Code : 870001121100 PROJECT: BISCAYNE BLVD. TEL: 305-233-3997 FAX : 305--233--7720 Start bate: 11102/2004 COUNTY : MIAMI-DADE File I.D. . 870001-1 Street name :BISCAYNE BIND. NEAR NE 7T.z STREET Page Begin < NB ><- S5---------><---------Combined---------> t.:esrlay Time A.M. P.M. A.M. P . A.U. P.M. 412:00 11/02 154 339 I 47 288 201 627 `2:15 130 380 I 38 267 16B 647 12:30 50 382 I 36 258 86 650 12:45 44 378 312 1413 1 20 141 282 1105 64 519 594 2518 01:00 33 332 24 222 57 554 01:15 29 362 15 260 44 622 01:30 23 328 9 211 32 539 01:45 22 107 380 1402 1 17 65 290 983 39 172 670 2385 02:00 25 326 15 223 40 549 02:15 16 372 7 222 23 594 02:30 12 352 I 11 200 23 552 02:45 10 63 326 1376 1 9 42 220 865 ? 19 105 546 2241 03:00 18 395 1 6 199 24 594 03:15 14 359 1 8 202 22 561 03:30 8 357 ! 10 214 18 571 03:45 17 57 339 1450 8 32 170 78 1 25 89 509 2235 04:00 10 396 8 187 18 583 04:15 18 347 14 191 1 32 538 G4:30 15 393 25 193 1 40 586 04:45 31 74 369 1505 ? 33 80 205 776 1 64 154 574 2281 05:00 e2. 43 1B1B 1 70 ..._ 641 05:15 24 11 '),r-� c6,j 35 22 ':: 1 59 631 05:30 37 405 - 68 190 1 125 595 05:45 52 140 383 1655 98 264 194 789 150 404 577 2444 06:00 60 406 117 167 177 573 06:15 89 415 156 183 245 598 06:30 122 323 183 153 305 476 06:45 126 397 255 1399 242 698 149 652 368 1095 404 2051 07:00 149 264 195 106 344 370 07:15 146 272 252 112 398 384 07:30 176 184 288 124 464 308 07:45 204 675 213 933 352 1087 112 454 556 1762 325 1387 08,00 214 206 379 101 593 310 08:15 284 153 1 395 94 579 247 08:30 194 153 1 424 98 618 251 08:45 183 775 177 689 1 410 1608 112 406 593 2383 289 1097 09:00 234 166 1 392 98 626 264 09:15 257 168 1 357 81 614 249 09:30 235 146 1 423 88 658 234 09:45 282 1008 114 594 1 410 15E2 69 336 692 2590 183 930 10:00 268 168 1 337 59 . 605 227 10:15 270 130 1 285 57 555 187 .0:30279 95 : 255 59 ! 534 154 0:45 319 1136 108 501 € 263 1,40 43 218 1 5E2 2276 151 719 1:00 316 90 i 254 57 1 570 147 11:15 326 84 I 244 49 1 570 133 11:30 326 93 I 240 37 1 566 130 11:45 359 1327 91 358 I 243 981 41 184 1 602 2308 132 542 Totals 6137 13275 7720 7555 13857 20830 Day Totals 19412 15275 34687 Split ,8 44.20 63.70 55.76 36.25 Peak €4our 11:00 05:00 08:15 12:00 09:00 12:00 Volume 1327 1655 1621 1105 2590 2518 P.H.F. .92 .90 .95 .95 .93 .96 Oft 7:211 • CLIENT : KIMLEY HORN & ASSOCIATES CROSSROADS ENGINEERING DATA, INC JOB NO : 2004-94 13501 SW 128TH ST, STE 101 MIAMI, FL Site Code : 870001.121100 PROJECT: BISCAYNE BLVD. TEL: 305-233-3997 FAX : 305-233-7720 Start Date: 11/02/2004 COUNTY : MIAMI-DADE File S.D. : 870001-1 Street name :BISCAYNE BLVD. NEAR NE 7TH STREET Page 2 Begin < NB >< SS --^-- ><- CC:;,Dited > Wednesday Time A.N. P.M. A.N. P.1;. A.M. P.M. 11/03 117 414 I 36 276 1 113 690 2:15 138 403 1 34 278 1 172 681 •2:00 2:30 43 298 36 262 1 79 560 12:45 32 330 325 1440 i 25 131 257 1073 ! 57 461 582 2513 01:00 39 300 25 234 55 594 01:75 29 300 f 15 248 44 548 01:30 29 294 j 20 239 ? 49 533 01:45 23 120 284 1178 30 91 275 1056 r 53 211 559 2234 02:00 38 324 18 242 56 566 02:15 22 293 { 17 238 39 531 02:30 17 326 14 206 31 532 02:45 22 99 307 1250 11 60 223 909 33 159 530 2159 03:00 18 306 j 13 243 31 549 03:15 10 326 1 15 196 ! 25 524 03:30 14 321 1 8 207 22 528 03:45 15 57 334 1287 1 9 45 210 858 ; 24 102 544 2145 04:00 14 374 10 194 24 568 04:15 13 313 13 192 26 505 04730 11 336 31 193 1 42 529 04:45 23 61 330 1353 1 43 97 230 809 1 66 158 560 2162 O5:00.__ 25 UTE . ,_____,I 43, I 68.. 05:15 27 381 �1(.. 44 --7., ,ys l 71 622 05:30 31 407 '--- 94 211 ! 125 618 05:45 45 128 382 1569 ? 107 288 205 887 [ 152 416 587 2456 06:00 60 377 125 219 185 596 06:15 83 391 144 194 227 585 06:30 93 324 1 218 188 311 512 06:45 163 399 312 1404 1 259 746 162 763 422 1145 474 2167 07:00 161 253 1 245 156 { 406 409 07:15 166 221 1 302 155 ! 468 376 07:30 193 232 323 127 516 359 07:45 226 746 202 908 i 386 1256 124 562 612 2002 326 1470 08:00 205 241 402 113 ! 607 354 08:15 203 206 382 118 1 585 324 08:30 210 181 434 116 1 644 297 08:45 272 890 103 731 459 1677 99 446 1 731 2567 202 1177 09:00 238 168 414 101 1 652 269 09:15 288 139 1 344 113 632 252 09:30 270 157 355 114 625 271 09:45 278 1074 142 605 381 1494 111 439 i 659 2568 252 1044 10:00 243 149 304 112 1 547 261 10:15 252 132 1 282 79 534 211 0:30 265 119 1 262 75 527 194 :45 359 1119 122 522 1 281 1129 72 338 640 2248 194 860 :00 312 123 278 83 590 206 11:15 320 108 274 59 594 167 11:30 320 71 i 276 34 596 105 11:45 334 1286 82 384 1 274 1102 52 22€ € 608 2388 134 612 Totals 6309 12631 8116 8368 14425 20999 Day Totals 18940 16484 35424 Solit 6 43.76 60.1% 56.26 39.8% Peak Hour 10:45 05:00 08:15 12:15 08:30 12:00 Volume 1311 1569 1689 1091 2659 2513 P.H.E. .91 .96 .91 .92 .90 .91 • CLIENT : K1MLEY HORN & ASSOCIATES CROSSROADS ENGINEERING DATA, INC JOB N0 : 2004--94 13501 SE' 128TH ST, STE 101 MIAMI, 80 Site Code : 870001121100 PROJECT: BISCAYNE BLVD. TEL: 30S-233-3997 FAX : 305--233-7720 Start Date: 11/02/2004 COUNTY . MIAMI-DADE File I.D.. 670001-1 Street name :BISCAYNE BLVD. NEAR NE 7TH STREET Page 3 Begin < NB ->< SB >< Combined > Thursday Time A.M. P.M. A.M. P.M. A.M. P.M. ID2:00 11/04 96 330 48 274 144 604 2:15 126 359 cl 255 1 177 614 2:30 53 341 41 323 94 664 12:45 36 311 347 1377 [ 28 168 302 1154 64 479 649 2531 01:00 39 334 23 283 { 62 617 01:15 29 273 E 18 294 ? 47 567 01:30 19 349 ! 15 286 1 34 635 01:45 23 110 298 1254 1 23 79 304 1167 1 46 189 602 2421 02:00 26 357 I 19 261 1 45 618 02:15 13 319 I 12 240 1 25 559 02:30 17 363 13 221 30 584 02:45 26 82 307 1346 = 16 6D 256 978 € 42 142 563 2324 03:00 19 316 7 251 26 567 03:15 9 345 8 245 17 590 03:30 9 350 1 14 294 ? 23 594 03:45 110 47 340 1351 1 13 42 221 951 ? 23 89 561 2312 04:00 21 379 I 14 212 ? 35 591 04:15 14 321 I 13 199 27 520 04:30 13 327 I 36 252 49 579 04:45 21 69 360 1387 E 45 108 25 922 65 177 619 2309 05:00 23 __ _ 418 ! 50 , 237 _._ .....{ 73 655 05:15 18 915 � 55 269 ti �,.�z r- 73 684 05:30 21 413 ��: 1 100 242 ?� 12= 635 05:45 44 106 374 1620 138 343 264 1012 1 182 449 638 2632 06:00 72 406 128 281 1 200 687 G6:15 91 375 171 285 1 262 660 06:30 108 319 215 271 1 323 590 06:45 122 393 278 1378 229 743 264 1101 1 351 1136 542 2479 07:00 153 239 278 241 431 480 07:15 163 264 282 248 445 512 07:30 201 226 ? 362 207 563 433 07:45 214 731 218 947 1 365 1287 257 953 579 2018 475 1900 08:00 213 307 1 391 177 ? 604 484 08:15 194 239 1 431 153 625 392 08:30 259 181 1 477 124 736 345 08:45 249 915 162 889 I 490 1789 11D 564 739 2704 272 1453 09:00 232 173 392 90 524 263 09:15 287 133 373 116 660 249 09:30 235 176 372 102 607 278 09:45 276 1030 204 686 ? 335 1472 99 407 611 2502 303 1093 10:10 224 201 314 106 i 538 307 10:15 283 138 289 99 1 572 237 0:30 240 116 264 GI 504 217 :45 328 1075 13 468 286 1153 7 313 614 2228 20 781 a:00 352 188 302 73 1 654 261 11:15 296 293 298 123 594 416 11:30 287 175 328 97 1 615 272 11:45 362 1297 159 815 i 328 1256 93 386 P 690 2553 252 1201 Totals 6166 13518 8500 9916 14666 23436 Day Totals 19684 18418 38102 split o 42.0€ 57.6% 57.9% 42.35 Peak Hour 11:00 05:00 08:15 12:30 08:30 05:15 Volume 1297 11620 1790 1202 2759 2664 P.H.E. .89 .96 .91 .93 .93 .96 • Traffic Survey Specialists, Inc. 624 Gardenia Terrace 0 Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************* Data File : D0823021 . PRN Station : 000000082102 Identification 000058410072 Interval : 15 minutes Start date : Aug 23, 05 Start time : 00:00 Stop date : Aug 23, 05 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NE 1 Avenue South of NE 10 Street ******************************************************************************* Aug 23 Northbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 34 11 3 1 2 6 31 87 137 150 167 208 30 15 9 2 2 4 9 41 115 165 161 156 186 45 9 3 4 2 1 16 54 133 142 143 171 200 00 4 7 4 2 6 23 72 117 174 186 202 218 Hr Total 62 30 13 7 13 54 198 452 618 640 696 812 End Time 12 13 14 15 183 242 235 30 214 211 245 45 239 255 218 00 216 238 246 Total. 852 4111 15 16 17 291 351 406 281 302 401 321 322 349 298 339 331 946 944 1191 18 19 328 182 280 150 215 146 184 118 1314 1487 1007 596 20 106 78 49 20 253 21 34 11 21 22 22 25 16 21 13 16 10 23 23 8 88 78 54 4 Hour Total. : 12405 AM peak hour begins : 11:30 AM peak volume : 815 Peak hour factor : 0.85 PM peak hour begins : 16:45 PM peak volume : 1495 Peak hour factor : 0.92 ******************************************************************************* • 410 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (551) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Interval Start time Stop time County Location : NE 1 Avenue South of NE 10 Street ******************************************************************************* Aug 24 Northbound Volume D0824021.PRN 000000082102 : 000058410072 : Aug 24, 05 : Aug 24, 05 : Miami, Florida : 15 minutes : 00:00 : 24:00 : Dade End Time 00 15 30 45 00 26 18 4 4 01 3 3 3 4 02 03 2 3 4 5 Hr Total 52 13 14 05 06 07 2 12 44 99 2 11 39 116 2 23 64 130 1 26 81 139 7 26 Y72, 228 484 04 7 8 6 5 11 153 211 214 271 173 197 167 266 164 161 184 250 156 180 247 298 646 749 812 1085 08 09 10 End Time 12 13 14 15 15 307 269 262 314 232 30 294 266 294 317 231 45 242 251. 243 315 269 00 245 251 288 228 273 16 17 242 404 329 306 18 325 306 263 230 19 226 224 212 214 20 21 167 48 31 21 40 22 24 27 22 33 40 19 19 23 18 18 18 15 Total 1088 1037 1087 1174 1005 281 1124 876 267 113 111 69 4011 Hour Total : 13420 AM peak hour begins : 11:30 AM peak volume : 1149 Peak hour factor : 0.94 PM peak hour begins : 17:15 PM peak volume : 1364 Peak hour factor : 0.84 ******************************************************************************* • CLIENT : K.IMLEY BORN 6 AS50CIIATES CROSSROADS ENGINEERING DATA, INC 30B NO : 2004-94 13501 SW 128Th ST, STE 101 MIAM , EL Site Code : 870002511100 PROJECT: BISCAYNE BLVD. TEL: 305-233-3997 EAX : 305-233-7720 Start Date: 11/02/2004 COUNTY : MIAMI-BADE File I.D. : TEST Street name :NE 2ND AVENUE NEAR N8 708 STREET SOUTHBOUND Page 1 Begin <------Quarter Hour > Hour Time ist 2nd 3rd 4th Total Each ' Equals 25 Vehicles 41102;00 11/02 10 11 4 3 28 1:00 6 9 1 6 22 2:00 2 3 1 3 9 03:00 2 2 1 6 11 04:00 4 14 21 22 61 05:00 26 34 83 122 265 ******* *** 06:00 107 121 176 227 631 ******•****************** 07:00 244 235 311 406 2196************************************************ 08:00 359 305 333 400 1397 09:00 370 291 286 292 1239****•**•**...************.*,.,.******.**********_* 10:00 274 242 234 239 989****«********************************* 11:00 229 202 217 200 848************************w********* 12:00 204 182 201 198 785 *-***************************** 01:00 170 210 182 213 775 *****************-****,*******, 02:00 167 195 177 185 724 ***.***********.*.*********** 03:00 172 147 159 154 632 ************************* 04:00 126 159 154 .128 557 ************.********** 5:00 214 196 17 1_50 733 ***.***********************.* 06:00 I'28 97 95 101 421 07:00 68 77 43 66 254 *********- 08:00 62 41 44 32 179 ******* 09:00 41 41 28 24 134 ***** 10:00 19 25 20 20 84 *** 11:00 17 14 12 10 53 ** Total L.21 -:. ; 0 12037 AM Peak Pv Peak • • The AM peak hour began 08:15. The peak volume was 1408. The largest interval began 08:45, and contained 400 vehicles. The peak hour factor was .88 The PM peak hour began 12:0Q. The peak volume was 785. The largest interval began 12:00, and contained 204 vehicles. The peak hour factor was .96 CLIENT : KTMLEY HORN & ASSOCIATES 30B N0 : 2004--94 PROJECT: BISCAYNT BLVD_ COUNTY : MIAMI-DAOE Street name :NE 2ND AVENUE NEAR NE 7TH STREET Begin < Quarter Hour > Hour ‚me 1st 2nd 3rd 4ch Total . C 11/03 11 lv l 4 35 :00 2 4 5 4 15 :ac o- 2 2 4 8 03:00 2 3 a 10 23 04:00 4 7 a 27 46 05:00 20 27 61 77 185 06:00 97 97 135 174 503 07:00 169 172 256 270 067 08:00 332 349 376 320 1377 05:00 316 308 331 281 1236 10:00 256 247 205 212 920 11:00 212 197 178 188 775 12:00 178 173 224 187 762 01:00 175 186 198 198 757 02:00 165 162 155 166 648 03:00 161 147 143 135 586 04:0G 111 105 126 137 479 05:0D 185 181 191 144 702 06:00 127 97 77 74 375 G7:00 76 43 47 59 225 08:00 40 35 23 16 114 09:00 23 27 22 21 93 10:00 18 24 9 10 61 1:GO 19 13 9 13 54 Total2.,C , c4c- 10846 AM Peak PM Peak • • The ACC peak hour began 08:00. The peak volume was 1377. The largest interval began 08:30, and contained 376 vehicles_ The peak hour factor was .92 The PM peak hour began 12:30. The peak volume was 772. The largest interval began 12:30, and contained 224 vehicles. The peak hour factor was .86 CROSSROADS ENGINEERING DATA, INC 1350". SW 128TH ST, STE 101 MIAMI, FL TEL: 305-233-3997 FAX : 305-233-7720 500TSBOUND Each W Equals 25 Vehicles +.W.WWW WWWW7,***-x... Site Code : 870092511100 Start Date: 11/02/2004 File I.D. : TEST Pane 2 CLIENT . SINLEY HORN & ASSOCIATES CROSSROADS ENGINEERING DATA, INC v09 NO : 2004-94 13501 SW 128TH ST, STE 101 MIAMI, FL PROJECT: BISCAYNE BLVD. _EL: 305-233-3997 FAX : 305-233-7720 COUNTY : MIAMI -TA3E Street .Tame :NE 2ND AVENUE. NEAR NE 7.TP STREET Begin <-------Quarter Hour > Hour Time 1st end 3rd 4t1. Total Each ' Eauala 25 vehicles W2:00 11/04 10 11 7 7 35 00 2 5 9 6 22 2:90 2 3 6 1 12 03:00 2 1 = 8 12 04:00 3 13 21 27 64 05:00 37 43 74 105 259 06:00 110 129 196 241 676 07:00 247 254 287 343 1131 08:00 376 397 36S 354 1492 09:00 322 348 282 324 1276 10:00 257 221 235 261 974 11:00 234 262 220 206 912 12:00 218 257 246 170 891 01:60 197 187 210 212 806 02:00 184 170 179 '84 717 03:00 187 204 215 187 793 04:00 165 162 184 204 715 05:00 252 7q4 10 . 196. 882.. 06:00 193 160 188 192 733 07:00 150 176 160 189 675 08:00 128 91 79 31 329 09:00 38 44 41 43 166 10:60 37 50 127 235 449 11:00 226 49 23 20 318 Total '..i; L 14335 .mil AM Peak PM Peak • • The AM peak hour began 08:00. The peak volu:ae was 1492. The largest interval began 08:1 5, and contained 397 vehicles. The peak hour factor was .94 The PM peak hour began 04:45. The peak volume was 900. The largest interval began 05:00, and contained 252 vehicles. The peak hour factor was .89 SOUTF8013ND Sze Code : 870002511100 Swart Date: 11/02/2004 Nile I.D, . TEST Page 3 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 **************-***************************************************************** Data File : D0823022.PRN Station : 000000088214 Identification : 009952870327 Interval : 15 minutes Start date : Aug 23, 05 Start time : 00:00 Stop date : Aug 23, 05 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NE 10 Street East of 1 Avenue Aug 23 Eastbound Volume End Time 00 01 15 2 5 30 7 11 45 5 3 00 5 3 Hr Total 19 22 02 7 3 5 6 03 5 1 3 1 04 2 7 1 2 05 06 07 08 09 10 11 1 7 15 14 19 22 14 5 9 11 25 21 16 17 10 7 13 16 22 19 22 10 15 14 18 22 22 26 21 10 12 26 38 53 73 84 79 79 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 23 25 27 21 21 30 24 29 28 20 24 45 19 22 29 25 13 00 16 22 20 17 21 IATotal 82 98 104 83 Hour Total 1377 AM peak hour begins : 11:30 AM peak volume : 95 Peak hour factor : 0.91 PM peak hour begins : 13:45 PM peak volume : 106 Peak hour factor : 0.91 ******************************************************************************* 24 24 21 13 15 11 7 34 18 20 14 5 6 13 27 21 12 11 10 10 16 14 12 14 12 16 8 7 79 [99; 75 67 50 46 35 43 • Traffic Survey Specialists, Inc. 624 Gardenia Terrace 110 Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************* Data File Station Identification Start date Stop date City/Town Location D0824022.PRN : 000000088214 : 009952870327 Interval : Aug 24, 05 Start time : Aug 24, 05 Stop time : Miami, Florida County : NE 10 Street East of NE 1 Avenue : 15 minutes : 00:00 : 24 : 00 : Dade ******************************************************************************* Aug 24 Eastbound Volume End Time 00 15 30 45 00 8 10 3 9 Hr Total 30 01 02 6 2 8 4 6 3 4 8 24 17 03 04 4 3 4 5 10 4 3 6 21 18 22 05 8 3 5 6 06 12 11 17 14 54 07 17 15 16 23 71 08 09 15 30 15 31 29 17 22 24 91 92 10 11 26 30 29 13 17 15 28 21 100 79 End Time 12 15 30 45 00 25 34 29 35 4111 Total 123 13 14 15 28 29 25 21 19 33 30 24 102 107 Hour Total : 1615 AM peak hour begins : 08:15 AM peak volume : 105 Peak hour factor : 0.85 PM peak hour begins : 12:15 PM peak volume : 126 Peak hour factor : 0.90 ******************************************************************************* 25 22 28 29 16 17 22 27 26 17 31 33 18 32 18 24 12 23 19 104 92 114 78 19 12 14 22 23 71 20 21 12 10 11 9 14 16 18 13 42 61 22 23 16 14 16 17 63 6 17 11 5 39 • Traffic Survey Specialists, Inc, 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ****************************************************************************** ata File : D0823020.PRN Station : 000000082105 Identification : 000210521099 Interval : 15 minutes Start date : Aug 23, 05 Start time : 00:00 Stop date : Aug 23, 05 Stop time : 24:00 City/Town : M.iami, Florida County : Dade Location : NE 11 Street East of NE 1 Avenue ******************************************************************************* Aug 23 Westbound Volume End Time 00 15 4 30 43 45 35 00 26 01 18 25 14 14 02 25 5 10 7 03 04 05 16 7 6 9 7 15 7 6 23 11 10 51 Hr Total 108 71 47 43 30 95 06 07 08 44 108 161 43 140 157 79 155 148 97 216 128 09 10 11 156 100 118 146 122 125 104 90 103 140 146 121 263 619 594 546 458 467 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 148 141 163 143 147 170 121 80 72 68 86 55 30 139 108 162 147 132 174 136 81 55 55 64 44 45. 137 116 139 177 117 143 117 61 80 62 57 23 00 167 151 149 127 148 131 105 61 66 56 45 34 Hr Total 591 516 613 594 544 618 479 283 273 241 252 156 414 Hour Total : 8501 peak hour begins : 07:30 AM peak volume : 689 Peak hour factor : 0.80 PM peak hour begins : 16:45 PM peak volume : 635 Peak hour factor : 0.91 ******************************************************************************* • • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0824020.PRN Station : 000000082105 Identification : 000210521099 Start date : Aug 24, 05 Stop date : Aug 24, 05 City/Town Miami, Florida Interval Start time Stop time County Location : NE 11 Street East of NE 1 Avenue ****************************************************************************** Aug 24 Westbound Volume : 15 minutes : 00:00 : 24:00 : Dade End Time 00 01 15 30 45 00 49 36 21 22 28 17 16 11 02 9 12 4 10 03 13 17 7 14 04 15 8 11 15 05 14 24 38 43 06 37 60 76 72 Hr Total 128 72 35 51 49 119 245 07 112 157 159 199 08 09 178 136 133 119 127 123 125 109 627 566 484 10 11 127 135 138 111 163 130 123 137 511 553 End Time 12 13 14 15 30 45 00 147 175 162 169 Total 653 148 146 160 152 606 182 178 146 167 673 4111 Hour Total : 9628 AM peak hour begins : 07:15 AM peak volume : 693 Peak hour factor : 0.87 PM peak hour begins : 16:30 PM peak volume : 743 Peak hour factor : 0.92 ******************************************************************************* 15 16 169 158 176 157 660 17 18 19 ---- ---- ---- ---- 168 161 191 168 688 183 201 156 141 139 157 154 122 681 572 110 112 89 85 396 20 75 134 96 101 406 21 96 84 83 86 349 22 23 88 70 95 50 56 33 67 45 306 198 • • • • Intersection Diagrams FROM : PHONE NEL : Sep. 01 2005 OS: 24AM P2 • viSt SliZoo 4:11(4kwAto:Is.A.SPALow-i • FRCti PHONE NO. cl_trictkm 4 5" ,4(4.14i4d:WS-RtiCThlifto S1511XtiZeJ Sep. Cif 2005 08:22AM P4 s1 i' fit` Nri T ° us 1 °PO 4C*M7 110 if "T-12.. Si ( • 1 v i v 4 z FROM Sep. 01 2005 0S:24AM P1 • MiCkAki ITIOr * el fe,w tt k9jL( • ppL0wcc vi 0 t liss( --E-7 • FROM : FF-ONE NO. : Sep, 01 2005 0B:22RM P3 • .110644k. _.Zi,geoctlize4ti • eta FROM : PHONE NO. : Sep. 01 2005 0821AM P1 • Olibmatt 1 . • FROM : PHONE C. Sep, 01 2005 0825AM P3 • .; (evoy14:1 • • • • APPENDIX C: Roadway Segment Analysis Information TABLE 4 - 7 GENERALIZED PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S URBANIZED AREAS* UNINTERRUPTED FLOW HIGHWAYS Lanes Divided I Undivided 2 Divided 3 Divided Level of Service A 13 C D 100 340 670 950 1,060 1,720 2,500 3,230 1.600 2,590 3,740 4,840 E 1,300 3,670 5,500 STATE TWO-WAY ARTERIALS Class I (>0.00 to 1.99 signalized intersections per mile) Level of Service Lanes Divided A $ C D 1 Undivided ** 220 720 860 2 Divided' 250 1,530 1,810 1,860 3 Divided 380 2,330 2,720 2,790 4 Divided 490 3,030 3,460 3,540 Class II (2.00 to 4.50 signalized intersections per mile) Level of Service Lanes Divided A 13 ' C D 1 ' Undivided 2 Divided 3 ' Divided 4 r Divided r« art r« 100 220 340 440 590 1,360 2,110 2,790 810 1,710 2,570 3,330 E 890 *«r *r« E 850 1,800 2,710 3,500 Class III (more than 4.5 signalized intersections per mile and not ' within primacy city central business district of an • urbanized area over 750,000) Lanes Divided 1 Undivided 2 Divided _. 3----Divided 4 Divided Level of Service B C D E • 280 660n 810 • 1,020 2,330 2,580 • 1,350 3,070 3,330 Class IV (more than 4.5 signalized intersections per mile and within primary city central business district of an urbanized area over 750,000) Lanes Divided 1 Undivided 2 Divided Divided 4 Divided A rr r« 4* Level of Service B C D E 270 _720.__ .._._70 650 1,580 1,660 1,000 2,390 2,490 1,350 3.130 3,250 Lanes Divided I Undivided 2 Divided _ 3 Divided { Lanes Divided I Undivided 2 Divided NON -STATE ROADWAYS Major Cit_v/County Roadways Level of Servic B C 480 1,120 1,740 D E 760 8.10 1,620 r1520) 2,450 k,50 Other Signalized Roadways gnalized intersection analysis) Level of Service A B C 17 250 530 ** 580 1,140 E 660 1.320 Lanes 2 3 4 5 6 Interchange spacing > 2 mi. apart Level of Service B C 1? A 1,270 1,970 FREEWAYS E 2,110 2,940 3,580 3,980 3,260 4,550 5,530 6,150 2,660 4,410 6,150 7,480 8,320 3,360 5,560 7,760 9,440 10,480 4,050 6,710 9,360 11,390 12,650 Interchange spacing < 2 mi. apart Lanes 2 3 4 5 6 A 1,130 1,780 2,340 3,080 3,730 Level of Service B C D E 1,840 2,660 3,440 2,890 4,180 5,410 3,940 5,700 7,380 4,990 7,220 9,340 6,040 8,740 11,310 3,910 6,150 8,380 10,620 12,850 BICYCLE MODE (Note: Level of service for the bicycle mode in this table is based on roadway geometries at 40 mph posted speed and'raffle conditions, not number of bicyclists using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Paved Shoulder/ Bicycle Lane Coverage 0-49% 50-84% 85-100n/ Level of Service B C ** 130 160 380 A at. 170 210 >380 D 720 >210 era E >720 PEDESTRIAN MODE (Note: Level of service for the pedestrian mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not the number of pedestrians using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Sidewalk Coverage 0-49'/ 50-84% 85-100% Sidewalk Coverage 0-84% 85-100°t A S. ** 120 Level of Service B C D 330 520 >590 590 BUS MODE (Scheduled Fixed Route) (Buses per hour) Level of Service A B C ** >5 >4 >6 >4 >3 D >3 >2 E 810 990 E >2 >1 Source: Florida Department of Transportation Systems Planning Office 605 Suwannee Street, MS 19 Tallahassee, FL 32399-0450 http://www1€.myfiorida.comiplanningisystemslsm/los/default.htm 02/22/02 ARTERIAL/NON-STATE ROADWAY ADJUSTMENTS DIVIDED/UNDIVIDED (alter corresponding volumes by the indicated percent) Lanes Median Left Turns Lanes Divided Yes 1 Undivided No Multi Undivided Yes Multi Undivided ado Adjustment Factors +5% -20% -5% c#- -25% ONE WAY FACILITIES Increase corresponding volume 20% "This table does nal constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more ow-iffc planning applications_ The rabic and deriving computer models should not b< used for corridor or intersection design, where more mimed techniques exist values shown are hourly directional volumes for levels of service and arc for rho automobileitrucic mode unless specifically stated. Cowl of service knee grade try 2haldc arc probably not comparable across modes and therefore, cross modal comparisons should to made with caution. Furthcrtnorc. combining levels of service of different modes into one overall roadway fc,-el of service is not rccornmcndod To convert to annual average daily traffic volumes, these. volumes must be divided by appropriate D and K factors. The habit's input valise defaults and level of service enteric appear on the following page_ Caleu;adons are bash on planning applicatio s of the Highway Capacity Manual, aicycic LOS Model, Pedestrian LOS !dodo: and Transit Capacity and Quality of Service Manual, respectively for the automobileinmcY_ bicycle, pedestrian and bus modes. •'C*,11isl he achieved using 4bie input value defaults. '"'Nor applicable for that level of wry/cc letter grade. Forautomobile/truck modes, volumes greater than love€ oeservice D become F because intersection capacities have been reached For bicycle and pedestrian modes. the kvcl of scr..icc Letter grade (including F) is not achievable, lti,ause thin is no mssimw-n vehicle volume threshold using table ittgut value defaults. 97 • APPENDIX D: � Miami -Dade Transit Data • • • • Headway Calculations • • • � Route 3 VrEI.CHMR ACCESSIBLE NE 167 St NE 163 St NE 199 St Ln NE 172 St W ZNE171St f— W 163 St Mall Government Center Metroraii Station Flagler St SW/SE 1 St DOWNTOWN BUS TERMINAL err u z DIPLOMAT MALL • Hallandale Beach Blvd 192 St Cswy MAZY 'S AVENTURA MALL 7. NE17Terr m ffi OMNI BUS TERMINAL OMNI 011111111111111111111111 - .� NE14St 0 c z al a �-- Vlr'al-Mart N Country Club TURNBERRY ISLE = COUNTRY L) CLUB o w 192 St r E ■ r ■ ■ rrrrrrrrr1� North Map not to scale 9IO Miami -Dade County - Transit Page 1 of 2 MIA COUNTY 3 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/transit SERVICE: WEEKDAY DIRECTION: SOUTHBOUND Wai-Mart Florida City NE 209 St & Biscayne Blvd E. Country Club Dr & Yacht Club Aventura Mali NE 167 St & 15 Ave Mall NE 163 St & Biscayne Blvd NE 123 St & Biscayne Blvd NE 79 St & Biscayne Blvd NE 36 St & Biscayne Blvd Omni Metro Mover Bus Terminal CBD Bu: Termina : •: 04:29AM 04:42AM 04:48AM 04:55AM 05:07AM 05:15AM 05:21AM 05:29AI1, . 04:56AM 05:02AM 05:09AM 05:21AM 05:29AM 05:35AM 05:43At 05:50AM 05:58AA+ : •: 04:58AM 05:11 AM 05:17AM 05:24AM 4 05:36AM 05:44AM : 05:10AM 05:23AM 05:29AM 05:36AM 05:48AM 05:56AM 06:03AM 06:13AM : 05:18AM 05:31AM 05:37AM 05:44AM 06:00AM 06:11AM 06:18AM 06:28AN 05:13AM £ 05:20AM 05:27AM 05:33AM 05:46AM 05:52AM 05:59AM 06:15AM 06:26AM 06:33AM 06:43Af : 05:45AM 05:58AM 06:06AM 06:14AM 06:30AM 06:41AM 06:48AM 06:58AN 05:37AM 05:44AM 05:51AM 05:57AM 06:11AM 06:19AM 06:27AM 06:43AM 06:54AM 07:02AM 07:13AN 05:48AM 05:55AM 06:03AM 06:11AM 06:25AM 06:33AM 06:41AM 06:57AM 07:09AM 07:17AM 07:28AP 05:56AM 06:05AM 06:13AM 06:21AM 06:35AM 06:43AM 06:51AM 07:12AM 07:24AM 07:32AM 07:43A14 06:10AM 06:19AM 06:27AM 06:35AM 06:49AM 06:57AM 07:06AM 07:27AM , 07:39AM 07:47AM 07:58AIV 07:42AM 07:54AM —08:02AM 08:13AC4 06:21AM 06:30AM 06:38AM 06:46AM 07:04AM 07:12AM 07:21AM 06:36AM 06:45AM 06:53AM 07:01 AM 07:19AM 07:27AM 07:36AM 07:57AM 08:09AM 08:17AM 08:28AN 08:43AN 08:24AM 08:32AM 06:50AM 06:59AM 07:08AM 07:16AM 07:34AM 07:42AM 07:51 AM 08:12AM 08:47AM 08:58AN 07:05AM 07:14AM 07:23AM 07:31AM 07:49AM 07:57AM 08:06AM 08:27AM 08:39AM 07:17AM 07:26AM 07:35AM 07:43AM 08:02AM 08:11AM 08:20AM 08:41AM 08:53AM 09:01AM 09:13AN 07:32AM 07:41AM 07:50AM 07:58AM 08:17AM 08:26AM 08:35AM 08:56AM 09:08AM 09:16AM 09:28Aii 07:48AM 07:57AM 08:06AM 08:14AM 08:33AM 08:42AM 08:51 AM 09:12AM 09:23AM 09:31AM 09:43AN 08:03AM 08:12AM 08:21AM 08:29AM 08:48AM 08:57AM 09:07AM 09:27AM 09:38AM 09:46AM 09:58AN 08:17AM 08:26AM 08:35AM ] 08:43AM 09:03AM 09:12AM 09:22AM 09:42AM 09:53AM 10:01 AM 10:13AN 10:28AN 08:32AM 08:41AM 08:50AM 08:58AM 09:18AM 09:27AM 09:37AM 09:57AM 10:08AM 10:16AM 08:47AM 08:56AM 09:05AM 09:13AM 09:33AM 09:42AM 09:52AM 10:12AM 10:23AM 10:31AM 10:43AN 09:02AM 09:12AM 09:21AM 09:29AM 09:49AM 09:58AM 10:08AM 10:27AM 10:38AM 10:46AM 10:58AN 09:17AM 09:27AM 09:36AM 09:44AM 10:04AM 10:13AM 10:23AM 10:42AM 10:53AM 11:01 AM 1 11:13AI4 09:32AM 09:42AM 09:51 AM 09:59AM 10:19AM 10:28AM 10:38AM 10:57AM 11:08AM 11:16AM 11:28AT 09:46AM 09:56AM 10:05AM [10:14AM 10:34AM 10:43AM 10:53AM 11:12AM 11:23AM 11:31AM 11:43AN 10:01AM 10:11AM 10:20AM 10:29AM 10:49AM 10:58AM 11:08AM 11:27AM 11:38AM 11:46AM 11:58AN 12:01 PM 12:13PN 10:16AM 10:26AM 10:35AM 10:44AM 11:04AM 11:13AM 11:23AM 11:42AM 11:53AM 10:31AM 10:41AM 10:50AM 10:59AM 11:19AM 11:28AM 11:38AM 11:57AM 12:08PM 12:16PM 12:28PF 12:31PM 12:43PN 11:14AM 11:34AM 11:43AM 11:53AM 12:12PM 12:23PM 10:45AM 10:55AM 11:05AM 10:59AM 11:10AM 11:20AM 11:29AM 11:49AM 11:58AM 12:08PM 12:27PM - 12:38PM 12:46PM 12:58PN, 11:14AM 11:25AM 11:35AM 11:44AM 12:04PM 12:13PM 12:23PM 12:42PM 12:53PM 01:01PM 01:13PN http://www.mi amidade.gov/transitlroutes/schedule.asp?R 1=WEEKDAY%20&R2=Southbound%20%20%2... 8/11/2005 Miami -Dade County - Transit Page 2 of 2 I11:29AM1I 11:40AM I 11:50AM ]I11:59AMI1 12:19PM 11 12:28PM II 12:38PM IL 12:57PM 101:08PM II 01:16PM I1O1:28P , 11:44AM 11:55AM 12:05PM 12:14PM 12:34PM ) 12:43PM 12:53PM 01:12PM 01:23PM 01:31 PM ' 01:43PN 11:58AM1 12:10PM 12:20PM 12:29PM 12:49PM I-12:58PM 01:08PM 01:27PM 01:38PM 01:46PM-101:58PN 12:13PM 12:25PM 12:35PM 12:44PM 01:04PM 01:13PM 01:23PM 01:42PM 01:53PM 02:01 PM 02:13PN 12:40PM 12:50PM 12:59PM [01:19PM 01:28PM 01:38PM 01:57PM 02:08PM 02:16PM IO2:28PN 12:28PM 12:42PM 12:54PM 01:04PM 01:13PM 01:33PM 01:42PM 01:52PM 02:12PM 02:23PM 02:31PM 02:43PN 12:57PM 01:09PM 01:19PM 01:28PM 01:48PM 01:57PM 02:07PM 02:27PM 02:38PM 02:46PM 02:58PN 01:12PM 01:24PM 01:34PM 01:43PM 02:03PM 02:12PM 02:22PM 02:42PM 02:53PM 03:01 PM 03:13PN 01:27PM 01:39PM 01:49PM 01:58PM 02:18PM 02:27PM 02:37PM 02:57PM 03:08PM 03:16PM 03:28PN 01:41 PM 01:53PM 02:04PM 02:13PM 02:33PM 02:42PM 02:52PM 03:13PM 03:23PM 03:31PM 03:43PN 01:56PM 02:08PM 02:19PM 02:28PM 02:48PM 02:57PM 03:07PM 03:28PM 03:38PM 03:46PM 03:58PN a 04:13PN 03:53PM 1 + • - 02:10PM 02:22PM 02:33PM 02:42PM 03:03PM 03:12PM 03:22PM 03:43PM 02:25PM 02:37PM 02:48PM 02:57PM 03:18PM 03:27PM 03:37PM 03:58PM 04:08PM • . - 04:28PN 02:37PM 02:49PM 03:02PM 03:12PM 03:33PM 03:42PM 03:52PM 04:13PM 04:23PM 1 04:43PN 02:51PM 03:04PM 03:17PM 03:27PM 03:48PM 03:57PM 04:07PM 04:28PM 04:38PM '. i + + . - 04:58PN 03:07PM 03:20PM 03:33PM 03:43PM 04:04PM 04:13PM 04:22PM 04:43PM 04:53PM . • r - 05:13PN 03:22PM 03:35PM 03:48PM 03:58PM 04:19PM 04:28PM 04:37PM 04:58PM 05:08PM 05.16P 05:28Ph 03:37PM 03:50PM 04:03PM 04:13PM 04:34PM 04:43PM 04:52PM 05:13PM 05:23PM , 0 05:43PN 03:51 PM 04:05PM 04:18PM 04:28PM 04:49PM 04:58PM 05:07PM 05:28PM 05:38PM f + . - E. s PM 05:58PN 06:13PN 04:06PM 04:20PM 04:33PM 04:43PM 05:04PM 05:13PM 05:22PM 05:43PM 05:53PM 04:22PM 04:36PM 04:49PM 04:59PM 05:20PM 05:29PM 05:38PM 05:59PM 06:09PM 06:16PM 06:28PN 04:37PM 04:51PM 05:04PM 05:14PM 05:35PM 05:44PM 05:53PM 06:14PM 06:24PM 06:31PM 06:43PN I04:53PM 05:07PM 05:20PM 05:30PM 05:51 PM ` 06:00PM 06:09PM 06:29PM 06:39PM 06:46PM 06:58PN 1105:27PM 05:41PM 05:54PM 06:04PM 06:24PM 06:33PM 06:42PM 07:02PM 07:11PM 07:18PM 07:28PN 06:04PM 06:16PM 06:27PM 06:37PM 06:57PM 07:06PM 07:15PM 07:32PM 07:41 PM 07:48PM 07:58PN 06:40PM 06:52PM 07:03PM 07:11 PM 07:29PM 07:37PM 07:46PM 08:03PM 08:12PM 08:19PM 08:28PN 07:17PM L07:27PM 07:36PM 07:44PM 08:02PM 08:10PM 08:18PM 08:33PM 08:42PM 08:49PM 08:58PN 07:50PM 08:OOPM 08:08PM 08:15PM 08:32PM 08:40PM 08:48PM 09:03PM 09:12PM 09:19PM 09:28PN [08:18PM £ 08:27PM 08:35PM 08:42PM 08:59PM 09:07PM 09:15PM 09:30PM 09:39PM 09:46PM 09:55PN 09:18PM 09:27PM 09:35PM 09:42PM 09:59PM 10:07PM 10:15PM 10:30PM 10:39PM 10:46PM 10:55PN 10:26PM 10:35PM 10:43PM 10:50PM 11:07PM 11:13PM 11:21PM 11:33PM 11:41 PM 11:47PM 11:55PN 11:33PM 11:42PM 11:49PM 11:55PM 12:10AM 12:16AM 12:24AM 12:36AM 12:44AM 12:50AM 12:58AN 12:33AM 12:42AM 12:49AM 12:55AM 01:10AM 3 01:16AM 01:24AM 01:36AM 01:44AM 01:50AM 01:58AN 01:33AV 01:42AM 01:49AM 1 01:55AM 02:10AM 02:16AM 02:24AM 02:36AM L02:44AM ) 02:50AM 02:58AN 02:53AMJ 03:08AM 03:14AM 03:21AM 03:33AM 03:41 AM 03:47AM 03:55AN : 0 03:55AM 04:08AM 04:14AM 04:21AM 04:33AM 04:41AM 04:47AM 04:55A1 CLOSE WINDOW • 1-4 2.-mow http:/Iwww.miamidade.goy/transitlrouteslschedule.asp?R 1=WEEKDAY%20&R2=Southbound%20%20%2... 8/ 11 /2005 Miami -Dade County - Transit Page 1 of 2 • JAM COUNTY 3 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.govltransit SERVICE: WEEKDAY DIRECTION: NORTHBOUND jCBD Bus Terminal Omni Metro Mover Bus Terminal NE 36 St & Biscayne Blvd NE 79 St & Biscayne Blvd NE 123 St & Biscayne Blvd NE 163 St l & Biscayne Blvd NE 167 St & 15 Ave Mall Aventura Mall E. Country € Club Dr & Yacht Club NE 209 St & Biscayne Blvd Wal-Mar Florida City 05:15AM 05:22AM 05:29AM 05:38AM 05:48AM 05:57AM 06:06AM 06:22AM 06:27AM 06:35AM 06:42AR 05:31AM 05:38AM 05:45AM 05:54AM 06:05AM 06:14AM 06:23AM 06:39AM 06:44AM 06:52AM 06:59AIt 05:45AM 05:52AM 05:59AM 06:09AM 06:20AM 06:29AM 06:38AM 06:54AM 06:59AM 07:08AM 07:16AIt 06:OOAM 06:09AM 06:17AM 06:27AM 06:38AM 06:47AM 06:56AM 07:15AM 07:21AM 07:30AM 07:38A1t 06:15AM 06:24AM 06:32AM 06:42AM 06:53AM 07:03AM 07:14AM 07:33AM 07:39AM 07:48AM 07:56Ati 06:30AM 06:39AM 06:47AM 06:57AM 07:11 AM , 07:21AM 07:32AM 07:51 AM 07:57AM 08:07AM 08:15Ah 06:45AM 06:54AM 07:03AM 07:14AM 07:28AM 07:38AM 07:49AM `08:O8AM 08:14AM 08:24AM 08:32Att 07:00AM 07:10AM 07:19AM 07:30AM 07:44AM 07:54AM 08:05AM 08:24AM 08:30AM 08:40AM 08:48AIt 07:15AM ( 07:25AM 07:34AM 07:45AM 07:59AM 08:10AM 08:21 AM 08:40AM 08:46AM 08:56AM 09:04AK 07:30AM 07:40AM 07:49AM 08:OOAM 08:16AM 08:27AM 08:38AM 08:57AM 09:03AM 09:13AM 09:21 Alt 07:45AM 07:55AM 08:04AM 08:15AM 08:31AM 08:42AM 1 08:53AM 09:12AM 09:18AM 09:28AM 09:36AIt 08:OOAM ` 08:10AM 08:19AM 08:30AM 08:46AM 08:57AM 09:08AM 09:27AM 09:33AM 09:43AM 09:51 AA, 08:15AM 08:25AM 08:34AM 08:45AM 09:01AM 09:12AM 09:23AM 09:42AM 09:48AM 09:58AM 10:07A1t 08:30AM 08:40AM 08:49AM 09:OOAM 09:16AM 09:27AM 09:38AM 09:57AM 10:03AM 10:13AM 10:22Att 08:45AM 08:55AM 09:04AM 09:15AM 09:31AM 09:42AM 109:53AM 10:12AM 10:18AM 10:28AM 10:37Ak 09:00AM 09:11AM 09:20AM 09:31AM 09:47AM 09:58AM 10:09AM 10:28AM 10:34AM 10:44AM 10:53A1t 09:15AM 09:26AM 09:35AM 09:46AM 10:02AM 10:14AM 10:24AM 10:43AM 10:49AM 10:59AM 11:08ATt, 09:3OAM 09:41AM 09:50AM 10:01 AM 10:17AM 10:29AM 10:39AM 10:58AM 11:04AM 11:14AM 11:23A1t 09:45AM 09:56AM 10:05AM 10:16AM 10:32AM 10:44AM 10:54AM 11:13AM 11:19AM 11:29AM 11:38Ah 10:OOAM 10:11AM 10:20AM 10:31AM 10:47AM 10:59AM 11:09AM 11:28AM 11:34AM 11:44AM 11:53A1t 10:15AM 10:26AM 10:35AMJ 10:46AM 11:02AM 11:14AM 11:24AM 11:43AMf 11:49AM 11:59AM 12:09P1t 10:30AM 10:41AM . 10:50AM 11:01AM 11:17AM 11:29AM 11:39AM 11:58AM' 12:04PM [ 12:15PM 12:25PA, 10:45AM 10:56AM 11:06AM 11:17AM 11:33AM 11:45AM , 11:55AM 12:14PM 12:20PM ' 12:31 PM 12:41 PA, 11:OOAM 11:11AM 11:21AM 11:32AM 11:48AM 12:OOPM 12:10PM 12:29PM 12:35PM 12:46PM 12:56PI4 11:15AM 11:26AM 11:36AM 11:47AM 12:03PM 12:15PM 12:25PM 12:44PM 12:50PM 01:01PM 01:11 Pt 11:30AM 11:41 AM 11:51AM 12:03PM 12:19PM 12:31PM 12:41PM 01:00PM 01:06PM 01:17PM 01:27PI1, 11:45AMJ 11:56AM 12:06PM 12:18PM 12:34PM 12:46PM 12:56PM 01:15PM 01:21PM 01:32PM 01:42Ph 12:OOPM ' 12:11PM 12:21PM 12:33PM 12:49PM 01:01PM 01:11PM . 01:30PM 01:36PM 01:47PM 01:57PA, 12:15PM 12:26PM 12:36PM 12:48PM 01:04PM 01:16PM 01:26PM 01:45PM 01:51PM 02:02PM 02:12PA, 12:3OPM 12:41 PM 12:51PM 01:03PM 01:19PM 01:31PM 01:41PM 02:OOPM 02:07PM 02:18PM 02:28Pts, 12:45PM 12:56PM , 01:06PM 01:18PM 01:34PM 01:46PM 01:56PM 02:15PM 02:22PM 02:33PM 02:43Pt 01:00PM, 01:11 PM 01:21PM 01:33PM 01:49PM 02:01PM , 02:12PM {02:31 PM 02:38PM 02:49PM 02:59PIt http://www.miamidade_gov/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%o20%20%2... 8/11/2005 Miami -Dade County - Transit Page 2 of 2 01:15PM1I 01:26PM I1 01:36PM I[ 01:48PM 02:05PM 11 02:17PM 102:28PM 02:47PM][ 02:54PM 103:05PM jI03:16Ph 01:30PM 01:41 PM 01:51 PM 02:03PM 02:20PM 02:32PM 02:43PM 03:02PM 03:O9PM 03:20PM 03:31 PR 01:45PM 01:56PM 02:06PM 02:18PM 02:35PM 02:47PM 02:58PM 03:17PM 03:24PM 03:35PM 0146PN IO2:OOPM 02:11 PM 02:21 PM 02:33PM 02:50PM 03:02PM 03:15PM 03:34PM 03:41 PM 03:52PM 04:03PN 02:15PM 02:26PM ' 02:36PM 02:48PM 03:09PM 03:21 PM 03:34PM 03:53PM 04:OOPM 04:11 PM 04:22PN 02:30PM 02:41 PM 02:51PM 03:04PM 03:25PM 03:37PM 03:50PM 04:09PM 04:16PM 04:27PM 04:38Ph 02:45PM 02:56PM 03:07PM 0120PM 03:41 PM 03:53PM 04.07PM 04:26PM 04:33PM 04:44PM 04:55Ph 03:00PMJ 03:13PM 03:24PM 03:37PM 03:58PM 04:10PM . 04:24PM '04:43PM 04:50PM 05:01 PM 05:12Ph 03:15PM 03:28PM 03:39PM ' 03:52PM 04:13PM 04:25PM [04:39PM '04:58PM 05:05PM 05:16PM 05:27PN 03:30PM 03:43PM 03:54PM 04:07PM 04:28PM 04:4OPM 04:54PM 05:13PM 05:20PM 05:31 PM 05:42Ph 0345PM 03:58PM 04:09PM [ 04:22PM 04:43PM 04:55PM 05:09PM 05:28PM 05:35PM 05:46PM 05:57Ph 04:OOPM 04:13PM 04:24PM 04:37PM 04:58PM 05:10PM 05:24PM 05:43PM 05:50PM 06:01 PM �06:16PM 06:11 Ph 04:15P 04:28PM 04:39PM 04:52PM 05:13PM 05:25PM 05:39PM 05:58PM 06:05PM 0626Ph 04:30PM 04:43PM 04:54PM 05:07PM 05:28PM- 05AOPM 05:54PM 06:13PM 06:19PM 06:30PM 06:40Ph 04:45PM 04:58PM 05:09PM 05:22PM 05A3PM 05:55PM 06:09PM 06:27PM L06:33PM 06:44PM 06:54Ph 05:O0PM 05:13PM 05:24PM 05:37PM 05:58PM 06:10PM 06:22PM 06:40PM 06:46PM 06:57PM 07:07Ph 05:15PM 0528PM 05:39PM 05:52PM 06:13PM 0624PM 06:36PM 06:54PM 07:00PM 07:09PM 07:17Ph 05:30PM 05:43PM 05:54PM 06:07PM 06:27PM 06:38PM 06:50PM 07:08PM 07:14PM 07:23PM 07:31 Ph 05:45PM 05:58PM 06:09PM 06:20PM 06:4OPM 06:51 PM 07:03PM 07:19PM 07:25PM 07:34PM 07:42Ph 06:00PM 06:11 PM 06:21 PM 06:32PM 06:52PM 07:03PM 07:14PM 07:30PM 07:36PM 07:45PM 07:53PN 0615PM 0626PM 06:36PM 06:47PM 07:07PM 07:16PM 0727PM 07:43PM 07:49PM 07:58PM 08:06Ph 06:30PM 06:41 PM 06:51 PM 07:02PM 07:18PM 07:27PM 07:38PM 07:54PM 08:00PM 08:09PM 08:16PN 06:45PM 06:56PM 07:06PM 07:16PM 07:32PM 07:41 PM 07:52PM 08:08PM 08:14PM 08:23PM 08:30Ph 07:00PM 07:10PM 07:18PM 07:28PM 07:44PM 0753PM 08:04PM 08:19PM 0825PM 08:34PM 08:41 Ph 07:30PM 07:40PM 07:48PM� 07:58PM 08:14PM 0823PM 08:32PM 10847PM 08:53PM 09:02PM 09:09Ph 08:00PM 08:08PM 08:15PM 08:25PM 08:37PM 08:46PM 08:55PM ` 09:10PM 09:16PM 09:25PM 09:32Ph 08:30PM 08:38PM 08:45PM 08:55PM 09:07PM 09:16PM 09:25PM 09:40PM 09:46PM 09:55PM 10:O2PN 09:00PM 09:08PM 09:15PM 09:25PM 09:37PM 09:46PM 09:55PM 10:10PM 10:16PM 1O:25PM 10:32Ph 10:00PM 10:08PM 10:15PM 10:25PM 10:37PM 10:46PM 10:55PM 11:10PM 11:15PM 11:22PM 11:28Ph 11:10PM 11:18PM 11:25PM 11:34PM 11:44PM 11:53PM 11:59PM 12:13AM 12:18AM 12:25AM 12:31 Ah 12:10AM 12:18AM 12:25AM 12:34AM 12:44AM 12:53AM 12:59AM 01:13AM 01:18AM 01:25AM 01:31 Ah 01:1 OAM 01:18AM 01:25AM 01:34AM 01:44AM 01:53AM 1 01:59AM 02:13AM : 02:1 OAM 02:18AM 02:25AM 02:34AM 02:44AM 02:53RM�£ 02:59AM 03:13RM •. 03:1OAM 03:17AM 03:24AM 03:33AM r03;43AM 03:52AM 03:58AM 04:12AM •: • : : 04:10AM 04:17AM 04:24AM 04:33AM 04:43AM 04:52AM 04:58AM •05:12AM : : : CLOSE WINDOW • http:Ilwww.miamidade.gov/transit/routes/schedule.asp?R 1=WEEKDAY %20&R2=Northbound%20%20%2... 8/11/2005 • Route 6 ALL BUSES ARE B]KE WHEELCHAIR ACCESSIBLE ACCESSIBLE WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. a, z NW 14St NW 11 St SW 8 St N SW 27 Lane IGMET12t)RAIL, ro n EFFECTIVE: July 31, 2005 • • NW30StnL NW 29 St IOW 18 Ave a) z W. Flagler St r..... — L- SW 1 St COCONUT GROVE STATION SW 11 St NE 17 St GOVERNMENT 1' CENTER STATION' ¢ r 9 Sty 11 St DESTINATION SIGN North NW 18 Ave/29 St - 0021 South Coconut Grove - 0022 Not In Service - 02D6 BRICKELI_, STATION 0. S'. 7 St 8 St North Map not to scale sios Miami -Dade County - Transit Page 1 of 1 • A COUNTY 6 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.govltransit SERVICE: WEEKDAY DIRECTION: NORTHBOUND Grand Av & McFarlane Rd Coconut Grove Station SW 8 St & 32 Ave NW 7 St & 37 Ave NW 14 St & 22 Ave Flagler St & 22 Ave Brickeli Station MDC Downtown Campus NW 29 St & N Miami Ave NW 29 St & 18 Ave 08:13AM 08:22AM 08:31AM 08:41 AM 08:51AM 08:56AM 09:10AM 09:18AM 09:26AM [ 09:35AM 08:43AM 08:52AM 09:01 AM 09:11 AM 09:21AM 09:26AM 09:40AM 09:48AM 09:56AM 10:05AM 09:13AM 09:22AM 09:31AM 09:41 AM 09:51AM 09:56AM 10:10AM 10:18AM 10:26AM 10:35AM 09:43AM 09:52AM 10:01 AM 10:11 AM 10:21AM 10:26AM 10:40AM 10:48AM 10:56AM 11:05AM 10:13AM 10:22AM 10:31AM 10:41 AMM 10:51AM 10:56AM 11:10AM 11:18AM 11:26AM 11:35AM 11:13AM 11:22AM 11:31AM 11:41AM 11:51AM 11:56AM 12:10PM 12:18PM 12:26PM 12:35PM 12:13PM 12:22PM 12:31PM 12:41PM 12:51PM 12:56PM 01:10PM 01:18PM 01:26PM 01:35PM 01:13PM 01:22PM 01:31 PM 01:41PM 01:51 PM 01:56PM 02:10PM 02:18PM 02:26PM 02:35PM 02:13PM 02:22PM 02:31 PMJ 02:41PM L02:51 PM 02:56PM 03:10PM1 03:18PM 03:26PM 03:35PM 1 03:13PM 03:22PM' 03:31 PM] 03:41 PM 03:51PM 03:56PM 04:10PM 04:18PM 04:26PM 04:35PM 04:51 PM 04:56PM 05:10PM 05:18PM 05:26PM 05:35PM 04:13PM 04:22PM 04:31PM 04:41 PM 04:43PM 04:52PM 05:01PM 05:11PM 05:21PM 05:26PM 05:40PM. 05:48PM 05:56PM 06:05PM 05:13PM 05:22PM 05:31 PM 05:41PM 05:51PM 05:56PM 06:10PM 06:18PM 06:26PM 06:35PM CLOSE WINDOW • http://www.miamidade.gov/transit/routes/schedule. asp?R 1=WEEKDAY%20&R2=Northbound%20%20%2... 8/11/2005 Miami -Dade County - Transit Page 1 of 1 • IAM 1- COUNTY 6 SCHEDULE 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.m. www.miamidade.gov/transt SERVICE: WEEKDAY DIRECTION: SOUTHBOUND NW 29 St & NW 29 St SW 1 St & Brickell Flagler St NW 14 St NW 7 St SW 8 St Coconut Grand Av & 18 Ave & N Miami Miami Ave Station & 22 Ave & 22 Ave & 37 Ave & 32 Ave Grove McFarlane Ave Station Rd 08:07AM 08:37AM 09:07AM 09:37AM 10:37AM 11:37AM 12:37PM 01:37PM 02:37 P M 1110 03:37PM 04:07P M 04:37PM 05:07PM 08:15AM 08:45AM 09:15AM 09:45AM 10:45AM 11:45AM 12:45PM 01:45PM 02:45PM 08:25AM 08:55AM 09:25AM 09:55AM 10:55AM 11:55AM 12:55PM 01:55PM 02:55PM 08:31 AM 09:01AM 09:31 AM 10:01AM 11:01AM 12:01 PM 01:01 PM 02:01 PM 03:01 PM 03:45PM 03:55PM 04:01 PM 04:15PM 04:25PM 04:31 PM 04:45PM 04:55PM 5:01 PM 05:15PM 05:25PM 05:31PM 08:45AM 09:15AM 09:45AM 10:15AM 11:15AM 12:15PM 01:15PM 02:15PM 03:15PM 04:15PM 04:45PM 05:15PM 05:45PM 08:51 AM 09:21 AM 09:51 AM 10:21AM 11:21AM 12:21 PM 01:21PM 02:21 PM 03:21 PM 04:21PM 04:51PM 05:21 PM 05:51 PM 09:01 AM r 09:31 AM 10:01AM 10:31 AM 11:31AM 12:31 PM 01:31PM 02:31 PM 03:31 PM 04:31 PM 05:01 PM 05:31 PM 06:01 PM CLOSE WINDOW • 09:09AM 09:39AM' 10:09AM 10:39AM 11:39AM 12:39PM 01:39PM 02:39PM 03:39PM 04:39PM 05:09PM' 05:39PM 06:09PM 09:18AM 09:48AM 10:18AM 10:48AM 11:48AMJ 12:48PM 01:48PM 02:48PM 03:48PM 04:48PM 05:18PM 05:48PM 06:18PM 09:25AM 09:55AM 10:25AM 10:55AM 11:55AM 12:55PM 01:55PM 02:55PM 03:55PM 04:55PM 05:25PM 05:55PM 06:25PM http://www.miamidade.govitransit/routes/schedule.asp?R 1=WEEKDAY%©20&R2=Southbound%20%20%2... 8/11/2005 • • Route 9 Government Center Metrorail Station wami Gardens Dr C) w NE 167St NORTH MIAMI UJ co Lu 2 163 St Mall -4\ 1NE 25 St NE 123 St AMI SHORES w NE 17 St c\I w 2 NW/NE1 St L. SW/SE1 St NE 203St 0 2 (.0 Aventura Mall NE 167 St —0- SUS TERRIDIAL a) C w z J LEGEND NORTHBOUND 11 SOUTHBOUND m.my,m Downtown North Bus Terminal Map not to scale Miami -Dade County - Transit Page 1 of 2 MIA COUNTY 9 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/transil SERVICE: WEEKDAY DIRECTION: SOUTHBOUND Aventura Mall NE 167 St & 15 Ave Mall NE 125 St & 6 Ave NE 2 Ave & 79 St NE 36 St & 2 Ave CBD Bus Terminal 04:43AM 04:59AM 05:10AM 05:21AM 05:33AM : 05:15AM 05:31AM 05:42AM 05:53AM 06:08AV 05:30AM 05:46AM 06:OOAM 06:13AM 06:28AM : ] 05:42AM 05:58AM 06:12AM 06:25AM 06:40AM' - 05:51AM 06:10AM 06:24AM 06:37AM 06:52AM 05:41 AM 06:03AM 06:22AM 06:36AM 06:49AM 07:04AM 06:15AM 06:34AM 06:48AM 07:01 AM 07:16AM ' 06:27AM 06:46AM 07:OOAM 07:13AM 07:28AM 06:17AM 06:39AM 06:58AM 07:12AM 07:25AM 07:40AM : 06:51 AM 07:10AM 07:24AM 07:37AM 07:52AM 07:03AM 07:22AM 07:36AM 07:49AM 08:04AM 07:15AM 07:34AM 07:48AM 08:01 AM 08:16AM 07:05AM 07:27AM 07:46AM 08:OOAM 08:13AM 08:28AM : 07:39AM ` 07:58AM 08:12AM 08:25AM 08:40AM : 07:51AM 08:10AM 08:24AM 08:37AM 08:52AM 07:39AM 08:01 AM 08:20AM 08:34AM ' 08:47AM [g9:04AM 08:09AM 08:31AM 08:50AM 09:04AM 09:16AM 09:33AM 08:37AM 08:59AM 09:20AM 09:34AM 09:46AM 10:03AM 09:05AM 09:29AM 09:50AM 10:04AM 10:16AM f10:33AM 09:35AM 09:59AM 10:20AM 10:34AM 10:46AM 11:03A M 10:05AM 10:29AM 10:50AM 11:04AM 11:16AM 11:33AM 10:35AMM 10:59AM 11:20AM 11:34AM 11:46AM 12:03PM 11:05AM 11:29AM 11:50AM 12:04PM 12:16PM 12:33PM 11:35AM 11:59AM 12:20PM 12:34PM 12:46PM 01:03PM 12:05PM 12:29PM 12:50PM 01:04PM 01:16PM 01:33PM 12:34PM 12:58PM 01:20PM 01:34PM 01:46PM 02:03PM 01:02PM 01:28PM 01:50PM 02:04PM 02:16PM 02:33PM 01:22PM 01:48PM 02:10PM 02:24PM 02:36PM 02:53PM 01:37PM 02:03PM 02:25PM 02:39PM 02:51 PM 03:08PM ° ck http://www.miamidade.gov/transit/routes/scheduie.asp?R 1=WEEKDAY%©20&R2=Southbound%20%20%... 8/11/2005 Miami -Dade County - Transit Page 2 of 2 • • • 01:49PMIf 02:15PM J[02:37PM I II02:51 PM Il 03:03PM [03:20PM] 02:02PM 02:28PM 02:50PM 03:04PM 03:15PM 03:32PM : 02:38PM 03:02PM } 03:16PM 03:27PM 03:44PM : 02:50PM 03:14PM 03:28PM 103:39PM 03:56PM 02:34PM 03:02PM 03:26PM 03:40PM 03:51 PM T 04:O8PM 02:46PM 03:14PM 03:38PM 03:52PM 04:03PM 04:20PM 03:26PM 03:50PM 04:04PM L04:15PM 04:32PM : 03:38PM 04:02PM 04:16PM 04:27PM 04:44PM• 03:22PM 03:50PM 04:14PM 154:28PM 04:39PM 04:56P : 04:02PM 04:26PM 04:40PM 04:51 PM 05:08PM 03:47PM 04:15PM 04:39PM 04:53PM 05:04PM 05:20PM 03:59PM 04:27PM 04:51 PM 05:05PM 05:16PM ' 05:32PM : 04:39PM 05:03PM 05:17PM 05:28PM 05:44PM 04:23PM 04:51PM 05:15PM 05:29PM 05:40PM , 05:56PM 04:55PM 05:23PM 05:47PM '06:01 PM 06:12PM 06:26PM 05:39PM 06:07PM 06:25PM 06:38PM 06:49PM 07:03PM 06:16PM 06:37PM 06:55PM 07:08PM 07:19PM 07:33PM 06:46PM 07:07PM 07:25PM 07:38PM 07:49PM 08:03PM 07:16PM 07:37PM 07:55PM 08:08PM 08:19PM 08:33PM 07:46PM 08:07PM 08:25PM 08:38PM 08:49PM 09:03PM 08:22PM 08:43PM 09:01PM 09:12PM 09:21 PM 09:33PM 09:29PM 09:47PM 10:01 PM 10:12PM 10:21PM 10:33PM 10:04PM 10:22PM 10:36PM 10:47PM 10:56PM 11:08PM CLOSE WINDOW http://www.miami dade.gov/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Southbound%20%20%... 81111200E Miami -Dade County - Transit Page 1 of 2 tfIAi 1 COCJNT1`. 9 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.goy/transit SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBD Bus Terminal NE 36 St & 2 Ave NE 2 Ave & 79 St NE 125 St & 6 Ave NE 167 St & 15 Ave Mall Aventura Mali 04:58AM 05:07AM 05:16AM 05:25AM 05:39AM F05:58AM 05:35AM 05:44AM 05:53AM 06:05AM 06:23AM 06:48AM 05:48AM 05:57AM 06:09AM 06:21AM 06:39AM 07:04AM 06:10AM 06:25AM 06:37AM 06:49AM 07:07AM 07:32AM 06:30AM 06:45AM 06:57AM 07:09AM ] 07:27AM 06:42AM 06:57AM 07:09AM 07:21AM 07:39AM 08:04AM 06:54AM 07:09AM 07:21AM 07:33AM 07:51 AM : 07:06AM 07:21AM 07:33AM 07:45AM 08:03AM 08:28AM 07:18AM 07:33AM 07:45AM 07:57AM 08:15AM : 07:30AM 07:45AM 07:57AM 08:09AM 08:27AM 08:52AM 07:42AM 07:57AM 08:09AM 08:21AM 08:39AM 09:07AM 07:54AM 08:09AM 08:21AM 08:33AM j 08:51 AM 09:19AM 08:06AM 08:21AM 08:33AM 08:45AM 09:05AM : 08:18AM 08:33AM 08:45AM 08:57AM 09:17AM 09:45AM 08:30AM 08:45AM 08:57AM 09:10AM 09:30AM 09:58AM 08:42AM 08:57AM 09:11AM 09:24AM 09:44AM 10:12AM 08:54AM 09:11AM 09:25AM 09:38AM 09:58AM : 109:06AM 09:23AM 09:37AM 09:50AM 10:10AM 10:38AM 09:35AM 09:52AM 10:O6AM 10:19AM 10:39AM 11:07AM 10:05AM 10:22AM 10:36AM 10:49AM 11:09AM 11:37AM 10:35AM 10:52AM 11:06AM 11:19AM 11:39AM 12:07PM 11:05AM- 11:22AM 11:36AM 11:49AM 12:09PM 12:37PM 11:35AM 11:52AM 12:06PM 12:19PM 12:39PM 01:07PM 12:05PM 12:22PM 12:36PM 12:49PM 01:10PM 01:38PM 12:35PM 12:52PM 01:06PM 01:20PM 01:41 PM 02:09PM 01:05PM 01:22PM 01:36PM 01:50PM 02:11PM 02:39PMJ 01:35PM 01:52PM '02:06PM 02:20PM 02:41PM 03:09PM 02:05PM 02:22PM 02:36PM 02:50PM 1 03:12PM 03:40PM 02:35PM 02:52PM '03:06PM 03:20PM i 03:42PM 04:10PM http://www.miamidade.gov/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Northbound%20%20%a... 8/11/2005 Miami -Dade County - Transit Page 2 of 2 • 03:10PM 03:22PM 03:34PM 03:46PM 1 03:13PM 03:27PM 03:39PM 03:51 PM 04:03PM 04:15PM 04:27PM 04:39PM 04:51 P 05:03PM 05:15PM 05:27PM 05:39PM 03:27PM 103:41 PM 104:03PM 1 03:41 PM 03:53PM 04:05PM 04:17PM 04:29PM '04:41 PM 04:53PM 05:05PM 05:17PM 05:29PM 05:41 PM 05:53PM 03:55PM 04:07PM 04:19PM 04:31 PM 04:43PM 04:55PM 05:07PM 05:19PM 05:31 PM 05:43PM 05:55PM 06:07PM 04:17PM 04:29PM 04:41 PM 04:53PM 05:05PM 05:17PM 05:29PM 05:41 PM 05:53PM 06:05PM 06:17PM 06:25PM 04:45PM 05:09PM 05:33PM 05:57PM 06:21 PM 06:38PM 05:51PM II06:05PM II 06:18PM 06:36PM 06:57PM 05:46PM 106:03PM 06:15PM 06:28PM 06:46PM 05:58PM 06:15PM 06:27PM 06:40PM 06:58PM 07:19PM • 07:05PM- 07:35PM 08:05PM 08:35PM 09:05PM 09:35PM 10:35PM 11:1OPM 07:20PM 07:50PM 08:20PM 08:50PM 09:18PM 09:48PM 10:48PM 11:23PM 06:55PM 07:32PM 08:02PM 08:32PM 09:O2PM 09:27PM 09:57PM 10:57PM 11:32PM 07:08PM 07:45PM 08:15PM 08:45PM 09:14PM 09:39PM 10:09PM 11:09PM 11:44PM 07:26PM 08:03PM 08:33PM 09:03PM 09:28PM 09:53PM 10:23PM 11:23PM 11:58PM 07:47PM 08:54PM 09:48PM CLOSE WINDOW http://www.miamidade.gov/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Northbound%20%20%... 8/11/2005 • • • Route 10 a) cJ z Government Center > Metrorail m ¢ Station > �- l ¢ z E 1I L. Downtown Bus Terminal 163 St Mall 0 NE167St 0 w z NE 125 St NE 119 St NORTH MIAMI NE 17 St 0 ¢' w z NW/NE 1 St Downtown Miami SW/SE 1 St NORTH MIAMI BEACH NE 163 St North Map not to scale Miami -Dade County - Transit Page 1 of 2 0 MIAMM • 10 SCHEDULE TRANSIT INFORMATION 305-770-3131 Residents South of SW 216 St.: 305.891-3131 T TY 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.govltransit SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBD Bus Terminal NE 36 St & 2 Ave NE 2 Ave & 79 St NE 125 St & 6 Ave NE 135 St & 12 Ave NE 167 St & 15 Ave Mall 05:18AM 05:27AM 05:36AM 05:49AM 05:53AM 06:05AM 06:09AM 06:24AM 06:36AM 06:52AM 06:58AM 07:10AM 06:35AM 06:50AM 07:02AM 07:18AM 07:24AM 07:36AM 06:55AM 07:10AM 07:22AM 07:38AM 07:44AM 07:56AM 07:25AMMw 07:40AM 07:52AM 08:08AM 08:14AM 08:26AM 08:05AM 08:20AM 08:32AM 08:48AM 08:54AM 09:06AM 08:45AM 09:02AM 09:15AM 09:30AM 09:37AM 09:48AM 09:25AM 09:42AM 09:55AM 10:10AM 10:17AM 10:28AM 09:50AM 10:07AM 10:20AM 10:35AM 10:42AM 10:53AM 10:20AM 10:37AM 10:50AM 11:05AM 11:12AM 11:23AM 10:50AM 11:07AM 11:20AM 11:35AM 11:42AM 11:53AM 11:20AM 11:37AM 11:50AM 12:05PM 12:12PM 12:23PM 11:50AM 12:07PM 12:20PM 12:35PM 12:42PM 12:53PM 12:20PM 12:37PM 12:50PM 01:05PM 01:12PM 01:23PM 12:5OPM" 01:07PM 01:20PM 01:35PM 01:42PM 01:53PM 01:20PM 01:37PM 01:50PM 02:05PM 02:12PM 02:23PM 01:50PM: 02:07PM 02:20PM 02:35PM 02:42PM 02:53PM -02:20PM 02:37PM 02:50PM 03:05PM 03:12PM 03:23PM 02:50PM 03:O8PM 03:22PM 03:37PM 03:44PM 03:55PM 03:20PM 03:38PM 03:52PM 04:07PM 04:14PM 04:25PM 04:05PM 04:23PM 04:37PM 04:52PM 04:59PM 05:10PM 04:45PM 05:03PM 05:17PM 05:32PM 05:39PM 05:50PM 05:25PM 05.42PM 05:56PM 06:11PM 06:16PM , 06:26PM 06:05PM 06:20PM 06:32PM 06:46PM 06:51 PM 07:01 PM 06:45PM 07:OOPM 07:12PM 07:26PM 07:31PM 07:41 PM 07:20PM 07:35PM 07:47PM 08:01PM 08:06PM 08:16PM 07:50PM 08:05PM 08:17PM 08:31PM 08:36PM 08:46PM 08:20PM 08:35PM 08:47PM 09:01PM 09:05PM 09:13PM 08:50PM 09:05PM 09:14PM 09:27PM 09:31PM 09:39PM 09:59PM 10:07PM 09:20PM 09:33PM 09:42PM 09:55PM 10:10PM 10:23PM 10:32PM' 10:45PM 10:49PM 10:57PM 11:40PM 11:53PM 12:02AM 12:15AM 12:19AM 12:27AM http://www.miamidade.gov/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%20%... 8/11/2005 Miami -Dade County - Transit Page 1 of 2 • MIAMF • COUNTY 10 SCHEDULE 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.m. www.miamidade.gov/transit SERVICE: WEEKDAY DIRECTION: SOUTHBOUND NE 167 St & 15 Ave Mall NE 135 St & 12 Ave NE 125 St & 6 Ave NE 2 Ave & 79 St NE 36 St & 2 Ave CBD Bus Terminal 05:14AM 05:23AM 05:28AM 05:41AM 05:52AM 06:07AM 05:35AM 05:44AMM 05:49AM 06:05AM 06:18AM 06:33AM 06:09AM 06:25AM 06:38AM 06:53AM- 05:49AM 06:01AM 06:19AM 06:31AM 06:39AM 06:55AM 07:08AM 07:23AM 06:59AM 07:11AM 07:19AM 07:35AM 07:48AM 08:03AM 07:39AM 07:51AM 07:59AM 08:15AM 08:28AM 08:43AM 08:17AM 08:29AM 08:37AM 08:53AM 09:06AM 09:23AM 08:44AM 08:56AM 09:04AM -09:19AM 09:31AM 09:48AM 09:16AM 09:27AM 09:34AM 09:49AM 10:01AM 10:18AM 09:46AM 09:57AM [ 10:04AM 10:19AM 10:31AM 10:48AM 10:16AM 10:27AM 10:34AM 10:49AM 11:01AM 11:18AM 10:46AM 10:57AM 11:04AM 11:19AM 11:31AM 11:48AMJ 11:16AM 11:27AM 11:34AM 11:49AM 12:01PM 12:18PM 11:46AM 11:57AM , 12:04PM 12:19PM 12:31PM 12:48PM 12:16PM 12:27PM 12:34PM 12:49PM 01:01PM 01:18PM 12:46PM 12:57PM 01:04PM 01:19PM 01:31 PM 01:48PM 01:16PM 01:27PM 01:34PM 01:49PM 02:01 PM 02:18PM 01:46PM 01:57PM 02:04PM 02:19PM 02:31PM 02:48PM 02:16PM 02:27PM 02:34PM 02:49PM 03:01PM '03:18PM 04:03PM 03:02PM 03:13PM 03:20PM 03:35PM 03:46PM 03:42PM 03:53PM 04:00PM 04:15PM 04:26PM 04:43PM 04:23PM 04:34PM 04:41 PM 04:56PM,, 05:07PM 05:23PM 05:21 PM 05:36PM 05:47PM 06:03PM 05:03PM 05:14PM 05:46PM 05:57PM 06:04PM ] 06:18PM, 06:29PM 06:43PM 06:23PM 06:33PM 06:39PM ] 06:53PM 07:04PM 07:18PM 06:53PM 07:03PM 07:09PM [07:23PM 07:34PM ' 07:48PM 07:23PM 07:33PM 07:39PM 07:53PM 08:04PM 08:18PM 07:53PM 08:03PM 08:09PM 08:23PM 08:34PM 08:48PM 08:25PM 08:35PM 08:41PM 08:55PM 09:06PM 09:18PM 09:16PM 09:24PM 09:29PM 09:42PM 09:51PM 10:03PM 10:46PM 10:54PM 10:59PM 1 11:12PM 1 11:21PM 11:33PM �y jf {(, �3 Db `� �( http://www.rniamidade.gov/transitfroutes/schedule. asp?R 1=WEEKDAY%20&R2=Southbound%20%20%... 8/11/2005 • • • Route 16 WHEELCHAIR ACCESSIBLE Government Center Metrorail Station Downtown Bus Terminal as North Miami 0 w z Miami Shores El Portal NE 167 St i 1 163 Street Lis i Mall NE 163 St NE 125 St Biscayne Park ► m NE 17 Tarr 15 St,, OMNI Bus - Terminal m Cu El'RIE 14 St SW/SE 1 St NE 159 St al to w m to w z NE 123 St North Miami Beach North Map not to scale Miami -Dade County - Transit Page 1 of 2 41111MIAMIr COUNTY 16 SCHEDULE TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 005.654-6530 Monday -Friday, 6 a.m. to 10 p,m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov/transit SERVICE: WEEKDAY CBD Bus Terminal 05:35AM 06:07AM 06:23AM 06:37AM 06:53AM 07:07AM Omni Metro Mover Bus Terminal 05:42AM 06:16AM 06:32AM 06:46AM 07:03AM 07:17AM 07:23AM 07:33AM NE 36 St & Biscayne Blvd 05:49AM 06:24AM 06:40AM 06:54AM 07:12AM 07:26AM DIRECTION: NORTHBOUND NE 79 St & Biscayne Blvd 05:58AM 06:34AM 06:50AM 07:05AM 07:23AM 07:37AM 07:42AM II 07:53AM NE 125 St & 6 Ave 06:10AM 06:46AM 07:03AM 07:18AM 7:36AM 07:50AM NE 167 St & 15 Ave Mali 06:30AM 07:O8AM - 07:25AM 07:40AM 07:58AM 08:12AM 08:07AM 08:29AM 07:37AM 07:47AM 07:56AM 08:07AM 08:21AM) 08:43AM 07:53AM 08:03AM 08:12AM 08:23AM 08:37AM r08:59AM 08:07AM 08:23AM 08:37AM 08:53AM 08:17AM 08:33AM 08:47AM 09:04AM 08:26AM 08:42AM 08:56AM 09:13AM 08:37AM 08:53AM 09:07AM 09:24AM 08:51 AM 109:07AM 09:21 AM 09:38AM 09:13AM 09:27AM 09:41AM 09:58AM 09:07AM 09:18AM ) 09:27AM 11 09:38AM 1 09:52AM (1 10:12AM 09:30AM 09:41AM 09:50AM 10:01AM 10:15AM 10:35AM 09:50AM 10:01 AM 10:10AM 10:21AM 10:35AM 10:55AM 10:10AM ' 10:30AM 10:50AM 11:10AM 11:30AM 11:50AM 12:10PM 12:30PM 12:50PM 01:10PM 01:30PM 01:50PM 02:30PM 02:50PM 10:21AM 10:41AM 11:01AM 11:21AM 11:41AM 12:01 PM 12:21 PM 12:41 PM 01:01 PM 01:21PM 01:41PM 02:01 PM 02:21 PM 02:41 PM 03:03PM 10:30AM 10:50AM 11:11AM 11:31 AM 11:51AM 12:11PM 12:31 PM 12:51 PM 01:11PM 01:31PM 01:51 PM 02:11PM 02:31PM 02:51 PM 03:14PM 10:41AM 11:01AM 11:22AM 11:42AM 12:03PM 12:23PM 12:43PM 01:03PM 01:23PM 01:43PM 02:03PM 02:23PM 02:43PM 03:04PM 03:27PM 10:55AM 11:15AM 11:36AM 11:56AM 12:17PM 12:37PM 12:57PM 01:17PM 01:37PM 01:57PM 02:17PM 02:37PM 02:57PM 03:19PM 03:42PM 11:16AM 11:36AM 11:57AM 12:17PM 12:38PM 12:58PM 01:19PM 01:39PM 01:59PM 02:20PM 02:40PM 03:OOPM 03:20PM 03:42PM 04:05PM Opl5b )1-\\ 03:07PM 03:20PM 03:31 PM 03:44PM 03:59PM 04:22PM http://www.miamilade.gov/trapsitlroutes/schedule.asp?R 1=WEEKDAY%©20&R2=Northbound%o20%20%2... 8/ 11/2005 Miami -Dade County - Transit Page 2 of 2 I03:23PMII 03:36PM 103:47PM II 04:OOPM 04:15PM ( 04:38PM 03:37PM 03:50PM 04:01 PM 04:14PM 04:29PM [04:52PM 03:53PM 04:06PM 04:17PM 04:30PM 04:45PM 05:08PM 04:07PM : 04:20PM 04:31 PM 04:44PM 04:59PM 05:22PM 04:23PM' 04:36PM 04:47PM 05:00PM 05:15PM 05:38PM 04:37PM 04:50PM 05:01 PM 05:14PM 05:29PM 05:52PM 04:53PM 05:06PM 05:17PM 05:30PM 05:45PM 06:08PM 05:07PM 05:20PM 05:31 PM 05:44PM 05:59PM 06:22PM 05:23PM 05:36PM 05:47PM 06:OOPM 06:15PM 06:36PM 05:37PM . 05:50PM 06:01 PM 06:12PM 06:27PM 06:48PM 05:53PM 06:06PM 06:16PM 06:27PM 06:42PM 07:03PM 06:07PM 06:18PM 06:28PM 06:39PM 06:54PM 07:15PM 06:30PM 06:41PM 06:51PM 07:02PM 07:15PM 07:35PM '06:50PM 07:01PM 07:09PM 07:19PM 07:32PM 07:52PM 07:15PM 07:25PM 07:33PM 07:43PM 07:56PM ] 08:16PM 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 09:10PM 09:21PM (09:37PM 09:23PM 09:31PM 09:38PM 09:48PM 09:59PM i 10:15PM 10:20PM 10:28PM 10:35PM 10:45PM , 10:56PM 11:12PM CLOSE WINDOW • • • http://www.miamidade.gov/transit/routes/scheduie.asp7R 1=WEEKDAY%20&R2=Northbound%20%a20%2... 8/11/2005 Miami -Dade County - Transit Page I of 2 • A COUNTY 16 SCHEDULE TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 Si: 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/transit SERVICE: WEEKDAY DIRECTION: SOUTHBOUND NE 167 St & 15 Ave Mall NE 125 St & 6 Ave NE 79 St & Biscayne Blvd NE 36 St & Biscayne Blvd Omni Metro Mover Bus Terminal CBD Bus Terminal 04:47AM 05:01 AM 05:11AM 05:19AM 05:25AM 05:33AM 05:17AM 05:31AM 05:41 AM 05:49AM 05:55AM 06:05AM 05:29AM 05:43AM 1 05:53AM 06:04AM 06:11AM 06:21AM 05:39AM 05:53AM 06:07AM 06:18AM 06:25AM 06:35AM 05:50AM 06:09AMI 06:23AM 06:34AM 06:41AM 06:51AM 06:03AM 06:22AM 06:36AM 06:47AM 06:54AM 07:05AM 06:17AM 06:36AMM 06:50AM 07:02AM 07:10AM 07:21AM 06:30AM 06:49AM 07:04AM 07:16AM 07:24AM 07:35AMJ 06:42AM 07:05AM 07:20AM 07:32AM 07:40AM 07:51AM 06:56AM 07:19AM 07:34AM 07:46AM 07:54AM 08:05AM 07:12AM 07:35AM 07:50AM 08:02AM 08:10AM 08:21AM 07:24AM 07:47AM 08:04AM 08:16AM 08:24AM 08:35AM 07:40AM 08:03AM 08:20AM 08:32AM 08:40AM 08:51 AM 07:53AM 08:16AM 08:33AM 08:45AM 08:53AM 09:05AM 08:16AM 08:39AM 08:56AM 09:08AM 09:16AM 09:28AM 08:39AM 09:02AM [ 09:17AM 09:28AM 09:36AM 09:48AM] 09:01AM F 09:22AM 09:37AM 09:48AM 09:56AM 10:08AM 09:21 AM 09:42AM ] 09:57AM 10:08AM 10:16AM 10:28AM 09:42AM ! 10:03AM 10:17AM 10:28AM 10:36AM 10:48AM 10:02AM j 10:23AM 10:37AM 10:48AM 10:56AM 11:08AM 10:22AM 10:43AM 1 10:57AM 11:08AM 11:16AM 11:28AM 10:42AM 11:03AM 11:17AM 11:28AM 11:36AM 11:48AM 11:02AM 11:23AM 11:37AM r 11:48AM 11:56AM 12:08PM 11:22AM 11:43AM 11:57AM 12:08PM 12:16PM 12:28PM 11:42AMM 12:03PM 12:17PM 12:28PM 12:36PM 12:48PM 12:02PM 12:23PM 12:37PM 12:48PM 12:56PM 01:08PM 12:22PMM 12:43PM 12:57PM 01:08PM 01:16PM 01:28PM 12:41PM 01:03PM 01:17PM 01:28PM 01:36PM 01:48PM 01:01PM 01:23PM 01:37PM 01:48PM 01:56PM 02:08PM 02:28PM 01:21PM 01:43PM 01:57PM 02:08PM 02:16PM 01:39PM 02:03PM 02:17PM 02:28PM 02:36PM 02:48PM 01:56PM 02:20PM 02:34PM 02:45PM 02:53PM 03:05PM http://www.miamidade.gov/transitiroutes/schedule. asp?R 1=WEEKDAY%20&R2-Southbound%20%20%a2... 8/ 11 /2005 Miami -Dade County - Transit Page 2 of 2 • 02:12PM 102:36PM II 02:50PM lE 03:01 PM II 03:09PM I03:21 PM 02:26PM 02:50PM 03:05PM 03:15PM 03:23PM 03:35PM 02:42PM 03:06PM 03:21PM 03:31PM 03:39PM 03:51PM 02:56PM 03:20PM 03:35PM 03:45PM f _: PM 04:05PM 04:21PM 03:12PM 1 03:36PM 03:51PM 04:01 PM !04:09PM 03:26PM 03:50PM 04:05PM 04:15PM : 04:23PM 04:35PM 03:42PM 04:06PM . 04:21 PM 04:31 PM 04:39PM 04:51 PM 03:56PM 04:20PM 04:35PM 04:45PM 04:53PM .05:05PM 04:12PM , 04:36PM 04:51PM 05:011 PM 05:09PM 05:21PM 04:26PM 04:50PM 05:05PM 05:15PM 05:23PM 05:35PM 04:42PM 05:06PM 05:21 PM 05:31 PM 05:39PM 05:51 PM 04:56PM 05:20PM 05:35PM 05:45PM 05:53PM 06:05PM 05:20PM 05:44PM 05:59PM 06:09PM 06:16PM 06:28PM 05:40PM 06:04PM 06:19PM 06:29PM 06:36PM 06:48PM 06:10PM 06:31PM 06:46PM 06:56PM 07:03PM 07:13PM 06:44PM 07:05PM 07:17PM 07:26PM 07:33PM 07:43PM 07:19PM 07:36PM 07:48PM 07:57PM 08:04PM 08:13PM 07:50PM 08:07PM 08:18PM 08:27PM 08:34PM 08:43PM 08:30PM 08:45PM 08:56PM 09:05PM 09:12PM 09:21 PM 09:27PM 09:42PM 09:53PM 10:02PM 10:09PM 10:18PM CLOSE WINDOW • • http://www.miamidade.gov/transitlroutes/schedule.asp7R1=WEEKDAY%20&R2=Southbound%20%20%2... 8/11/2005 • • • Flagler MAX LIMITED STOPS w d od CO SW 8 St cn o d co Coral Way 1sh B'N'6 SW 122Ave 0 a co Government Center Metrorail Station Flagler St NW/NE 1 St ISW/SE 1 St a Omni International 0 Mall 2 MI 0 Omni Bus IQ Terminal Terminal Iin o C4 w z NE 14 St Downtown Bus Terminal > Mel m 1O. m NE3St 19 St 17 St r Mer L ti 0 c 0 o c 0 CJ c 0 0) c 0 as si4j, 5 St North Map not to scale Miami -Dad unty - Transit • IDPage 1 of 3 MIA COUNTY 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.rn. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov/transit 51 FLAGLER MAX SCHEDULE SERVICE: WEEKDAY SW8St& 132 Ave 05:02AM 05:27AM- 05:42AM 05:54AM 06:06AM 06:17AM 06:29AM 06:42AM 06:54AM 07:07AM 07:22AM SW 18 St & 137 Ave 05:05AM 05:30AM 05:45AM 05:57AM 06:09AM 06:20AM 06:32AM 06:45AM 06:57AM 07:12AM 07:27AM SW 26 St & 122 Ave 05:10AM 05:35AM 05:50AM 06:02AM 06:14AM 06:25AM 06:37AM 06:50AM 07:05AM 07:20AM 07:35AM DIRECTION: EASTBOUND Flagler St & 107 Ave 05:22AM 05:47AM 06:02AM 06:14AM 06:26AM 06:37AM 06:49AM 07:04AM 07:19AM 07:34AM 07:49AM Flager & 7 2 Ave 05:32AM 05:57AM 06:12AM 06:24AM 06:36AM 06:47AM 06:59AM 07:17AM 07:32AM 07:47AM 08:02AM Flagler St & 27 Ave 05:46AM 06:11 AM 06:26AM 06:38AM 06:50AM 07:05AM 07:17AM 07:35AM 07:50AM 08:05AM 08:20AM SE 1 St & 3 Ave 05:57AM 06:22AM 06:37AM 06:49AM 07:03AM 07:18AM 07:30AM 07:48AM 08:03AM 08:18AM 08:33AM c i,&- ( t' ' o� Omni Metro Mover Bus Terminal 06:05AM 06:30AM 06:45AM 06:57AM 07:12AM 07:27AM 07:39AM 07:57AM 08:12AM 08:27AM 08:42AM 5 St & Alton Rd 06:10AM 06:35AM 06:50AM 07:04AM 07:19AM 07:34AM 07:46AM 08:04AM 08:19AM 08:34AM 08:49AM Lincoln Rd & Wash. Av 06:19AM 06:44AM 06:59AM 07:14AM 07:29AM 07:44AM 07:56AM 08:14AM 08:29AM 08:44AM 08:59AM 19 St & Meridian Ave 06:22AM 06:47AM 07:02AM 07:17AM r07:32AM 07:47AM 07:59AM 08:17AM 08:32AM 08:47AM 09:02AM 07:36AM i 07:41AM II 07:49AM 08:03AM 1 08:16AM II 08:34AM 108:47AM 1 08:56AM 1 09:04AM 1 09:14AM 09:17AM 07:51AM 07:56AM 08:04AM 08:18AM 08:31AM 08:49AM 09:02AM 09:11AM 09:19AM 09:29AM 09:32AM 08:07AM 08:12AM 08:20AM 08:34AM 08:47AM 09:05AM . 09:17AM 09:26AM 09:34AM 09:44AM 09:47AM 08:25AM 08:30AM 08:38AM 08:52AM 09:05AM 09:20AM 09:32AM 09:41AM 09:49AM 1 09:59AM 10:02AM 08:48AM 08:49AM 09:19AM 09:22AM 09:50AM 08:53AM 08:54AM 09:22AM 09:25AM 09:53AM 09:01 AM 09:31 AM 09:12AM 09:42AM 09:23AM 09:53AM 09:38AM 10:08AM 09:50AM 10:20AM 09:59AM 10:07AM 10:29AM 10:37AM 10:17AM 10:47AM 10:20AM 10:50AM 11 http://www.miamidade.gov/transitlroutes/schedule.asp7R1=WEEKDAY%a20&R2=Eastbound%20%20%20%20%20 20%Q20%o20%20%a20%2... 8/11/2005 Miami -Dade tnty - Transit 109:52AM 11 09:55AM II 10:01 AM 110:12AM Il 10:23AM 110:38AM 110:50AMJ 10:59AM 11 11:07AM IL 11:17AM 11 11:20AM 1 10:22AM 10:52AM 11:22AM 11:52AM 12:22PM 12:52PM 01:22PM 01:52PM 02:19PM 02:48PM 03:17PM 03:45P 04:00PM 04:15PM 04:30PM 10:25AM 10:55AM 11:25AM 11:55AM 12:25PM 12:55PM 01:25PM 01:55PM 02:22PM 02:51PM 03:20PM 03:48PM 04:03PM 04:18PM 04:33PM 10:31AM 11:01 AM 11:31AM 12:01 PM 12:31 PM 01:01 PM 01:31PM 02:01 PM 02:28PM 02:57PM 03:26PM 03:54PM 04:09PM 04:24PM 04:39PM 10:42AM 11:12AM 11:42AM 12:12PM 12:42PM 01:12PM 01:42PM 02:12PM 02:39PM 03:08PM 03:37PM 04:05PM 04:20PM 04:35PM 04:50PM 10:53AM 11:23AM 11:53AM 12:23PM 12:53PM 01:23PM 01:53PM 02:23PM 02:50PM 03:20PM 03:49PM 04:17PM 04:32PM 04:47PM 11:08AM 11:38AM 12:08PM 12:38PM 01:O8PM 01:38PM 02:O8PM 02:38PM 03:06PM 03:36PM 04:05PM 04:35PM 04:50PM 05:05PM • 11:20AM 11:50AM 12:20PM 12:50PM 01:20PM 01:50PM 02:20PM 02:50PM 03:19PM 03:49PM 11:29AM 11:59AM 12:29PM 12:59PM 01:29PM 01:59PM 02:29PM 02:59PM 03:29PM 03:59PM 11:37AM 12:07PM 12:37PM 01:07PM 01:37PM 02:07PM 02:37PM 03:07PM 03:37PM 04:07PM 04:18PM 04:28PM 04:36PM 04:48PM 05:03PM 05:18PM 04:58PM 05:O6PM 05:21 PM 05:28PM 05:36PM 11:47AM 12:17PM 12:47PM 01:17PM 01:47PM 02:17PM 02:47PM 03:17PM 03:47PM 04:17PM 04:47PM 05:17PM 05:32PM 05:47PM 06:02PM 11:50AM 12:20PM 12:50PM 01:20PM 01:50PM 02:20PM 02:50PM 03:20PM 03:50PM 04:20PM 04:50PM 05:20PM 05:35PM 05:50PM 05:33PM 05:43PM 05:51 PM I05:48PM 05:58PM 05:02PM 1 05:05PM 05:11PM 1 05:22PM 105:34PM 1105:52PM 1106:05PM I 06:15PM 06:23PM 1 06:34PM 11 06:37PM 04:45PM 04:48PM 04:54PM 05:05PM 05:17PM 05:35PM 06:06PM 06:17PM 06:20PM 05:20PM 05:23PM 05:29PM 05:40PM 05:52PM 06:10PM 06:23PM 06:33PM 06:38PM 06:47PM 06:50PM 05:40PM 05:43PM 05:49PM 06:OOPM 06:12PM 06:30PM 06:41PM 06:50PM 06:55PM 07:04PM L07:07PM 05:55PM 06:O8PM 06:10PM 06:23PM 06:38AM 06:52PM 07:06PM 07:18PM 07:30PM 07:43PM 07:56PM 08:16PM 08:46PM 09:16PM 05:58PM 06:11PM 06:13PM 06:26PM 06:41AM 06:55PM 07:09PM 07:21 PM 07:33PM 07:46PM 07:59PM 08:19PM 08:49PM 09:19PM 06:04PM 06:19PM 06:15PM 06:30PM 06:27PM 06:40PM 06:45PM 06:55PM 06:56PM 07:06PM 07:05PM 07:15PM 07:10PM 07:20PM 07:19PM 07:29PM 07:22PM 07:32PM co) 17 C., Page 2 of 3 ti o 05:20PM 06:05PM 05:02PM http://www.miamidade.gov/transit/routes/schedule.asp?RI=WEEKDAY%20&R2=Eastbound%20%20%20%20%20%20%©20%20%20%20%2..., 8/1 12005 Miami -Dade nay - Transit to • 410 Page .i of 3 MIAM COUNTY TRANSIT INFORMATION: 305-770-3131 Residents South of SW 218 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.govllransit 51 FLAGLER MAX SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND 19 St Lincoln Rd 5 St 'Omni Metro Metro -Dade Flagler St Flager & 7 Flagler St SW 26 St & SW 18 St & SW 8 St & & Meridian & Wash. Av & Alton Rd Mover Bus Government & 27 Ave 2 Ave & 107 Ave 122 Ave 137 Ave 132 Ave Ave Terminal Center 06:40AM 07:05AM 07:20AM 07:35AM 07:50AM 08:05AM 06:44AM 07:09AM 07:24AM 07:39AM 07:54AM 08:09AM 06:53AM 07:19AM 07:34AM 07:49AM 08:04AM 08:19AM 07:OOAM 07:26AM 07:41AM 07:56AM 08:11 AM 08:26AM 07:10AM 07:36AM 07:51 AM 08:06AM 08:21 AM 08:36AM 07:20AM 07:46AM 08:01 AM 08:16AM 08:31 AM 08:46AM 07:34AM 08:00AM 08:15AM 08:30AM 08:45AM 09:OOAM 07:46AM 08:12AM 08:27AM 08:42AM 08:57AM 09:12AM 07:57AM 08:23AM 08:38AM 08:53AM 09:08AM 09:23AM 04:59AM 05:24AM 05:39AM 05:51 AM 06:03AM 06:14AM 06:26AM 06:39AM 06:51AM 07:04AM 07:19AM 07:33AM 07:48AM 08:04AM 08:05AM 08:31 AM 08:46AM 09:01 AM 09:16AM 09:31AM 05:02AM 05:27AM 05:42AM 05:54AM 06:06AM 06:17AM 06:29AM 06:42AM 06:54AM 07:07AM 07:22AM 07:36AM 07:51 AM 08:07AM 08:08AM 08:34AM 08:49AM 09:04AM 09:19AM 09:34AM If f I 1 1 11 II 11 1 littp://www.miamidade.gov/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Westbound%20%20%020%20%a20%20%20%20%20%20%20... 8/11/2005 Miami-Dadetipinty - Transit 08:20AM II 08:24AM 08:34AM 08:41AM II 08:51AM I09:02AM 08:35AM 09:05AM 09:35AM 10:05AM 10:35AM 11:05AM 11:35AM 12:05PM 12:32PM 01:02PM 01:32PM 02:02PM 02:32PM 03:00PM 03:20PM 03:35PM 03:50PM 04:05PM 04:20PM 04:35PM 04:50PM 05:05PM 05:20PM 05:35PM 05:50PM 06:05PM 06:20PM 06:40PM 07:10PM 07:40PM 08:39AM 09:09AM 09:39AM 10:09AM 10:39AM 11:09AM 11:39AM 12:09PM 12:36PM 01:06PM 01:36PM 02:06PM 02:36PM 03:04PM 03:24PM 03:39PM 03:54PM 04:09PM 04:24PM 04:39PM r04:54PM 05:09PM 05:24PM 05:39PM 05:54PM 06:09PM 06:24PM 06:44PM 07:14PM 07:44PM 08:49AM 09:19AM 09:49AM 10:19AM 10:49AM 11:19AM 11:49AM 08:56AM 09:26AM 09:56AM 10:26AM 10:56AM 11:26AM 11:56AM 09:08AM 09:38AM 10:08AM 10:38AM 11:08AM 11:38AM 12:08PM 09:19AM 09:49AM 10:19AM 10:49AM 11:19AM 11:49AM 12:19PM 09:16AM 109:28AM II 09:39AM II 09:47AM II 09:50AM I 09:33AM 10:03AM 10:33AM 11:03AM 11:33AM 12:03PM 12:33PM 09:45AM 10:15AM 10:45AM 11:15AM 11:45AM 12:15PM 12:45PM 09:56AM 10:26AM 10:56AM 11:26AM 11:56AM 12:26PM 12:56PM 10:04AM 10:34AM 11:04AM 11:34AM 12:04PM 12:34PM 01:04PM 10:07AM 10:37AM 11:07AM 11:37AM I 12:07PM 12:37PM 01:07PM 12:19PM 1 12:26PM 12:38PM II 12:49PM 01:03PM 01:15PM II 01:26PM 1 01:34PM II 01:37PM 12:46PM 12:53PM 01:05PM 01:16PM 01:30PM `01:42PM 01:53PM 02:01PM 1 02:04PM 01:16PM 01:23PM 01:35PM 01:46PM 02:00PM 02:12PM 02:23PM 02:31 PM 02:34PM 01:46PM j 01:53PM 02:05PM 02:16PM 02:30PM 11 02:42PM J 02:53PM 03:01 PM) 03:04PM 02:16PM 02:46PM 03:15PM 03:35PM 03:50PM 02:23PM 02:35PM 02:46PM 03:05PM 03:20PM 03:31PM 03:39PM 03:42PM = .................. : : : : 03:42PM 03:45PM 02:53PM 03:22PM 03:42PM 03:57PM 03:06PM 03:35PM 03:55PM 04:10PM 04:05PM ! 04:12PM 04:25PM 04:20PM 04:27PM 04:40PM 04:35PM 04:42PM 04:55PM 04:50PM 04:57PM 05:10PM 05:05P 05:12PM 05:25PM 05:20PM 05:27PM 05:35PM 05:42PM 05:50PM 05:57PM 06:05PM 06:20PM 06:35PM 06:55PM 07:25PM 07:55PM 06:12PM 06:27PM 06:42PM 07:02PM 07:32PM 08:02PM 05:40PM 05:55PM 06:10PM 06:25PM 06:40PM 06:53PM 07:13PM 07:43PM 08:13PM 03:17PM 03:46PM 04:06PM 04:21PM 04:38PM 04:53PM 05:08PM 05:23PM' 05:38PM 05:53PM 06:08PM 06:23PM 06:38PM 06:51 PM 07:04PM 07:24PM 07:54PM 08:24PM 03:36PM 04:05PM 04:25PM 04:41 PM 04:58PM 05:13PM 05:28PM 05:43PM 05:58PM 06:13PM 06:28PM 06:43PM 06:55PM 07:08PM 07:21 PM 07:41 PM 08:11 PM 08:41 PM 03:51 PM 04:20PM 04:41 PM 04:57PM 05:14PM 05:29PM 05:44PM 05:59PM 06:14PM 06:29PM 06:44PM 06:56PM 07:08PM 07:21 PM 07:34PM 07:54PM 08:24PM 08:54PM 04:02PM 04:32PM 04:53PM 05:09PM 05:26PM 05:41 PM 05:56PM 06:11 PM 06:26PM 06:41 PM 06:55PM 07:07PM 07:19PM 07:32PM 07:45PM 08:05PM 08:35PM 09:05PM 04:10PM 04:12PM 04:41PM 04:42PM 05:02PM 05:18PM 05:35PM 05:50PM 06:05PM 06:20PM 06:35PM 06:49PM 07:03PM 07:15PM 07:27PM 07:40PM 07:53PM 08:13PM 08:43PM 09:13PM 04:13PM 04:15PM 04:44PM 04:45PM 05:05PM 05:21 PM 05:38PM 05:53PM 06:08PM 06:23PM 06:38PM 06:52PM 07:06PM 07:18PM 07:30PM 07:43PM 07:56PM 08:16PM 08:46PM 09:16PM IS Page 2 of 3 S'� http://www,miamidade.gav/transi t/routes/schedule.asp?R I =WEEKDAY%20&R2=Westbound%20%20%20%20%20%a20%20%o20%20%20%20... 8/11 /2005 • • Biscayne MA METRO AREA EXPRESS MAKES ALL LOCAL STOPS NORTH OF 163 ST 91 S 0 Limited Stop MAKES ALL LOCAL STOPS SOUTH OF 19 ST Government Center Metrorail Station Downtown Bus m Terminal c a Flagler Stcc .. N 96 79 St 62 St 54 St 36 St 29 St 9 St SW/SE 1 St 1 0 163 St 151 St 146 St 35 St 23 St Aventura Mall Sans Souci Blvd 107 St St 15 St - OMNI BUS TERMINAL North Map not to scale Miami -Dade Sty - Transit • Page 1 of MIAMI• Ct1UNTif! 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/transit 93 BISCAYNE MAX SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBD Bus Omni Metro NE 36 St & NE 79 St & NE 123 St NE 163 St Aventura Terminal Mover Bus Biscayne Biscayne & Biscayne & Biscayne Mall Terminal Blvd Blvd Blvd Blvd 05:55AM 06:02AM 06:O8AM 06:16AM 06:27AM 06:36AM 06:46AM 06:10AM 06:17AM 06:23AM 06:31AM 06:42AM 06:51AM 07:01AM 06:25AM 06:32AM 06:38AM 06:46AM 06:57AM 07:07AM 07:17AM 06:40AM 06:47AM 06:53AM 07:02AM 07:15AM 07:25AM ] 07:35AM 06:55AM 07:15AM 07:30AM 07:03AM 07:23AM 07:38AM 07:10AM 07:30AM 07:45AM 07:19AM 07:39AM 1 07:54AM 07:32AM 07:52AM 08:O8AM 07:42AM 08:02AM 08:17AM 07:52AM 08:12AM 08:27AM 07:48AM 07:56AM II 08:03AM 11 08:12AM 11 08:26AM 1 08:35AM 108:45AM 08:05AM 08:13AM ° 08:20AM 08:29AM 08:43AM 08:52AM 09:02AM 08:20AM 08:28AM 08:35AM 08:44AM 08:58AM 09:07AM 09:17AM 08:35AM 1 08:43AM 11 08:50AM 11 08:59AM 1 09:13AM 09:22AM 109:32AM 08:50AM 08:58AM 09:05AM 09:13AM 09:27AM 09:36AM 09:46AM 09:10AM 1 09:18AM 11 09:25AM 1) 09:33AM 09:47AM 1 09:56AM 110:06AM 09:25AM 09:33AM 09:40AM 09:48AM 10:02AM 10:11 AM 10:21AM 09:42AM 09:50AM 09:57AM 10:05AM 10:18AM 10:27AM 10:37AM 02:OOPM 02:09PM 02:15PM 02:24PM 02:37PM 02:47PM 02:57PM 02:35PM 1 02:44PM 1 02:50PM 02:59PM 03:15PM 1 03:25PM 103:37PM 02:55PM 03:04PM 03:12PM 03:21PM 03:37PM 03:47PM 03:59PM 03:20PM 03:29PM 03:37PM 03:46PM . 04:03PM 04:13PM 04:25PM 03:35PM 03:44PM 03:52PM 04:01 PM 04:18PM 04:28PM 04:40PM http:I/www.miarnidade.govltransitlrouteslschedule.asp?R1=WEEKDAY%n20&R2=Northbound%20%20%20%20%20%20%20%20%20%20&ro... 8/11/2005 Miami -Dade C ty - Transit t'age 2 of 2 ]03:50PM:59PM 04:07PM ( 04:16PM I 04:33PM 04:43PM 104:55111/ 04:05PMj 04:14PM 04:22PM 04:31PM 04:48PM 04:58PM 05:10PMA 04:20PM 04:29PM 04:37PM 04:46PM 05:03PM 05:13PM 05:25PM` 04:35PM1 04:44PM 04:52PM 05:01 PM r 05:18PM 05:28PM 05:40PM 04:50PM[ 04:59PM 05:07PM 05:16PM 05:33PM 05:43PM 05:55PM 05:05PM1 05:14PM E 05:22PM 05:31PM 05:48PM 05:58PM 06:10PM 05.20PM 05:29PM 05:37PM 05:46PM 06:03PM 06:13PM 06:24PM 05:40PM 05:49PM 05:57PM 06:06PM 06:23PM 06:33PM 06:44PM 05:55PMJ 06:04PM 06:12PM 06:21 PM 06:38PM 06:48PM 06:59PM 06:10PM 06:19PM 06:27PM 06:36PM 06:53PM 07:03PM 07:11 PM 06:25PM 06:34PM 06:42PM 06:51 PM 07:08PM 07:16PM 07:24PM 06:40PM 06:49PM 06:57PM 07:06PM 07:19PM 07:27PM 07:35PM 06:55PM 07:04PM 07:11PM 07:19PM 07:32PM 07:40PM 07:48PM CLOSE WINDOW 3 1- http://www.mianiidade.gov/transit routes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%20%020%20%20%20%20%20%20%20&ro... 8/11/2005 Miami -Dade County - Transit Page 1 of 1 •MIAMh COUNTY 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/fransit 93 BISCAYNE MAX SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND NE 163 St NE 123 St NE 79 St & NE 36 St & Omni Metro FAventura Mall & Biscayne & Biscayne Biscayne Biscayne Mover Bus Blvd Blvd Blvd Blvd Terminal 06:05AM 06:25AM 06:33AM 06:14AM 06:34AM 06:42AM 06:20AM 06:40AM 06:48AM 06:32AM 06:52AM 07:06AM '49AM11 06.58AM I1 07:06AM 11 07:24AM 06:38AM 1 06:44AM 06:58AM 07:13AM 07:04AM 07:19AM 07:31AM II 07:37AM 07:04AM 07:14AM 07:22AM 07:40AM 07:47AM 07:53AM 07:19AMII 07:29AM 11 07:37AM 07:55AM 08:02AM i 08:08A 07:34AM 07:44AM 07:52AM , 08:10AM 08:17AM 08:23AM 07:49AM 07:59AM 08:07AM 08:25AM 08:32AM 08:38AM 08:O8AM 08:23AM 08:40AM 01:54PM 02:33PM 03:02PM 03:17PM 03:31 PM. 03:45PM 04:00PM 04:15PM 04:35PM 04:50PM 05:05PM 05:20PM 05:35PM 05:51 PM 06:12PM 08:19AM 08:34AM 08:51 AM 02:06PM 02:45PM 03:14PM 03:29PM 03:43PM 03:57PM 08:27AM 04:12PM 04:27PM 04:47PM 05:02PM 05:17PM 05:32PM 05:47PM 06:03PM 08:42AM 08:59AM 06:23PM 02:14PM 02:53PM 03:23PM 03:38PM 03:52PM 04:07PM 04:22PM 04:37PM 04:57PM 05:12PM 05:27PM 05:42PM 05:57PM 06:12PM 06:32PM 08:45AM 09:OOAM 09:17AM 02:30PM 03:10PM 03:40PM 03:55PM 04:10PM 04:25PM 04:40PM 04:55PM 05:15PM 08:52AM 08:58AM 09:07AM 09:24AM 02:37PM 03:17PM CBD Bus Terminal 06:53AM 07:13AM 09:13AM 07:28AMI 07:46AM 09:30AM 08:03AM 08:18AM 02:43PM 1 03:23PM 08:33AM 08:48AM 09:08AM 09:23AM 09:40AM 02:53PM1 03:33PM 03:47PM 03:53PM 04:03PM 1.1 04:02PM 04:08PM 04:18PM 05:30PM 05:45PM 06:00PM 06:15PM 04:17PM 04:32PM 06:30PM 06:50PM 04:47PM 05:02PM 05:22PM 04:23PM 04:33PM 04:38PM 04:48PM 04:53PM 05:03PM 05:08PM 05:28PM 05:18PM 05:38PM 05:37PM 05:43PM 05:53PM 05:52PM 06:07PM 06:22PM 06:37PM 06:57PM 05:58PM 06:13PM 06:23PM 06:28PM 06:43PM 07:03PM 06:38PM 06:53PM 07:12PM *CLOSE WINDOW i fir (-11,-) 1 IS 06:08PM http://www. miamidade.gov/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=S outhbound%20%20%2... 8/ 11 /2005 • • • Route 95 Downtown Civic Center Norwood North Map not to scale 0) NW 199 St CD > i NORWOOD . „,. Golden Glades Park & Ride DOWNTOWN / CIVIC CENTER NW 39 St VA Hosp 17 St 16 ;till 14 St NW 11 StL a) z `) Civic < Center Downtown Miami 1 NW 6 St a, NE 183 St NE 36 St Flagier Miami-Dadlnty - Transit M AMI. COUNTY: TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.', 305-891-3131 TTY Users (for cleat/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/transit 95 DOWNTOWN CIVIC CENTER SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND NW 167 St & 57 Ave Aventura Mall NE167 St & 15 Ave Mali NW 183 St & N. Miami Ave Golden Glades Earlington Heights Station Veterans Hospital NW 36 ct East Dr NW 41 St & 97 Ave NW 36 87 Ave SE 1 St &Ave Brickell Plaza Omni Metro Mover Bus Terminal NE 36 St & Bisc Blvd : 05:51 AM 06:15AM : : : : 06:33AM : 06:42AM 06:48AM . 06:15AM : 06:30AM : : 06:2OAM : 06:38AM 06:47AM 06:53AM 06:OOAM : : 06:25AM : 06:40AM : :• : 05:53AM 06:15AM : 06:30AM : : : : 06:48AM : 06:57AM 07:03AM : 06:11AM 06:35AM : : : 06:53AM 07:02AM 07:08AM 06:45AM : 07:03AM 07:13AM 07:19AM : : 06:26AM 06:50AM 07:03AM : 07:18AM 07:33AM 07:43AM : 06:26AM 06:5OAM 07:05AM :• : : 06:55AM : : : 07:13AM : 07:23AM 07:29AM •: 07:OOAM 07:18AM 07:28AM 07:34AM 06:4OAM 07;05AM : 07:23AM 07:33AM 06:41 AM 07:05AM : 07:25AM : : : . 06:33AM 06:55AM : 07:10AM : : : : 07:28AM : 07:38AM 07:44AM : 06:51AM 07:15AM : : 07:33AM ; 07:43AM 07:49AM : 07:15AM : 07:35AM : 06:56AM 07:20AM : : : 07:38AM 07:48AM : : •: 07:2OAM 07:40AM• 06:55AM 0 07:25AM 07:45AM :• Page 1 of 3 http://www.miamidade.gov/transit/routes/schedule.asp?R1=WEEKDAY%20&R2= Southb€Fund%20%20%a20%20%20%n20%20%20%20%20&... 8/11/2005 Miami-Dadenty - Transit Page 2 of 3 I : [07:25AMII : II :47:43AMR 07:53AMJ[07:59AM 06:53AM 07:15AM 07:30AM : : 07:48AM : 07:58AM 08:04AM 07:32AM : 07:50AM : 08:00AM 08:06AM 07:11AM 07:35AM : : 07:53AM 08:03AM : . • . : : 07:40AM : 08:00AM : : : : : 07:40AM : : 07:58AM : 08:08AM 08:14AM : 07:21AM 07:45AM : : 08:03AM : 08:13AM 08:19AM 07:20AM : 07:50AM 08:08AM 08:18AM 08:24AM 07:31 AM 07:55AM 08:15AM : : : : . : . 07:55AM : : : : 08:13AM 08:23AM : 08:00AM : : : 08:18AM : 08:28AM 08:34AM 08:05AM : : 08:23AM 08:33AM 08:39AM, 08:1 QAM : : : 08:28AM : 08:38AM 08:44AM 07:38AM [08:O0AM 08:15AM . : 08:33AM : 08:43AM 08:49AM 07:50AM 08:20AM : : 08:38AM 08:48AM : 08:25AM : : : 08:43AM : 08:53AM 08:59AM : : 08:30AM 08:48AM : 08:58AM 09:04AM • 08:06AM 08:38AM : 08:56AM : 09:06AM 09:12AM • . 08:45AM : : 09:03AM : 09:13AM 09:19AM 08:30AM 09:00AM : : 09:18AM 09:28AM 09:34AM 09:30AM : : : : 09:48AM 09:58AM 10:04AM 10:OOAM 10:1$AM 10:28AM 1 fl:34AM : 10:30AM : : 10:48AM I, : 10:58AM 11:04AM 11:18AM F11:28AM 11:34AM 11:00AM : : : : : 11:48AM 11:58AM 12:04PM • : 11:30AM 12:00PM : 12:15PM 12:30PM : : 12:45PM • : 01:00PM : : 01:15PM • : : 01:30PM : : : 01:45PM : : 02:QOPM : 02:15PM . : : 02:30PM : J 02:45PM CLOSE WINDOW http://www.miamidade.gov/transit/routes/schedule. asp ?R1=WEEKDAY%20&R2=Southbound%n20%20%20%20%20%20%20%20%a20%a20&,., 8/11/2005 Miami -Dade Opity - Transit • ill Page 1 of 2 MIA TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-691-3131 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. goy/transit 95 DOWNTOWN CIVIC CENTER SCHEDULE SERVICE: WEEKDAY DIRECTION NORTHBOUND NE 36 St & Bisc Blvd Omni Metro Mover Bus Terminal SE 8 St Brickel] Ave Dade County Courthouse NW 36 87 Ave NW 41 St & 97 Ave NW 36 St Easi Dr Veterans Hospital Earlington Heights Station - Golden Glades NW 183 St & N. Miami . Ave NE 167 St & 15 Ave Mali Aventura Mall NW 167 St & 57 Ave 10:04AM : •: : : 10:19AM : •: : 10:34AM : : : : : : 10:49AM :• 11:04AM : 11:19AM :• 11:34AM : 11:49AM : : 12:04PM : 12:19PM : : 12:15PM 12:21PM : 12:31 PM : '12:49PM : :• 12:45PM 12:51PM 01:01 PM : 01:19PM : 01:15PM €01:21 PM 01:31 PM •: : 01:49PM 01:45PM 01:51 PM 02:01 PM : : 02:19PM 02:15PM 02:21 PM 02:31PM 02:49PM• 02:45PM 02:51 PM : 03:01 PM : : : 03:19PM : . 03:01 PM 03:07PM : 03:19PM : 03:30PM : 03:53PM : : : : 03:40PM : 04:03PM :• 03:27PM `03:33PM : 03:45PM : : : : 04:08PM : . 03:47PM 03:53PM 04:05PM : •: : 04:28PM : 04:40PM 05:00PM : 03:57PM 04:03PM 04:10PM 04:33PM : 04:15PM : : : : : 04:38PM : : 05:06PM 04:22PM 04:45PM : I04:07PM 04:13PM : 04:25PM : • : : : 04:48PM 05:02PM :• http://www.miamidade.gov/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Northbound%20%20%20%20%20%20%©20%20%20%20&ro... 8/11/2005 Miami -Dade nty - Transit : ler 04:17PM11 04:30PM 11 : 11 : 11 : 11 : 7 : 04:53PM : 1 : IL : 11 : 04:17PM 04:23PM : 04:35PM : . : . : 04:58PM 05:12PM : . . . . ' . : : 04:35PM : 04:58PM : : • . . 04:22P 04:28PM : 04:40PM : . . : : : : 05:03PM : : . : 05:31PM, 04:27PM 04:33PM 04:45PM : . . : : . : . : 05:08PM : • . . . : 04:37PM 04:50PM . : : : . : . : 05:13PM : . : : 05A1PM • . . ' . • 04:50PM : 05:13PM 05:27PM 04:34P 04:40PM : 04:52PM : • : • : : : 05:15PM : 05:27PM 05:47PM 04:37PM 04:43PM : 04:55PM • • • • ' . • . : 05:18PM : . . . 04:42PM 04:48PM : 05:00PM : . . : : ,.. • : 05:23PM 05:37PM : • , • 04:47PM 04:53PM : 05:05PM • . • . : 05:28PM : . : • . , . . . • . • . : 05:05PM : 05:28PM- 05:42PM : . . . 04:49PM 04:55PM : 05:07PM : . • : . : : 05:30PM : . : 05:58PM 64:52PM, 04:58PM : 05:10PM • , • . • . • . : 05:33PM 05:47PM : . . 04:54PM105:00P : 05:12PM • . . . . . • . : 05:35PM 05:49PM :_ • . • 04:57PM 05:03PM : 05:15PM : . : . . . : : : 05:38PM 05:52PM : • . 05:39PM 05:45PM : 05:57PM • , • . : 06:08PM : 06:31 PM 06:43PM : r : . . : 05:07PM 05:20PM : . : . : : 0543PM : 05:55PM 06:15PM : 05:07PM 05:13PM : 05:25PM ' . . . . . . . : 05:48PM : . : 06:16PM . . , • . • . : 05:30PM : 05:53PM : • . . . . • . • 05:03PM 05:13PM 05:28PM : 05:40PM 05:58PM 06:12PM : • . • 05:17PM 05:23PM : 05:35PM . . : . : 05:58PM 06:12PM : : • 05:27PM 05:33PM : 05:45PM • . - . • . : r : 06:08PM : . . . . 06:05PM 06:15PM • . • . • . . : 06:38PM : : : 07:02PM 06:14PM 06:20PM : 06:30PM • . • . • . . ' : 06:53PM : . . . . 06:44PM 06:50PM : 07:00PM : . : . . : : . : 07:23PM : • . . . • 07:14PM 07:20PM : 07:30PM • . • . • . • . : 07:53PM : • . . . • • . . . : • . : 08:12PM : 08:35PM : : . : 08:59PM CLOSE WINDOW fa Page 2 of 2 http://www.miamidade.gov/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Northbound%20%20%20%20%20%20%20%20%20%208ao_ 8/11/2005 • • • Route C Government Center Metrorail Station Omni Bus Terminal Mt. Sinai Hospital Omni Bus Terminal NE14 St r Flagler St SW/SE 1 St Caeway 5 St 41 St 9�r44„s i o V 0o MIAMI BEACH 17 St Lincoln Rd SOUTH BEACH North Map not to scale Miami -Dade County - Transit Page 1 of 2 •M AM COUNTY TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891.3131 Ti"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/transit 103 ROUTE C SCHEDULE SERVICE: WEEKDAY CBD Bus Terminal Omni Metro Mover Bus Terminal 05:OOAM 05:07AM 5 St & Alton Rd DIRECTION: 41STBOUND Lincoln Rd & Wash. Av 41 St & Indian Creek Mount Sinai Hospital 39 St & Alton Rd 05:14AM 05:24AM 05:31 AM) 05:38AM 05:40AM 05:20AM 05:27AM 05:34AM 05:44AM 05:51AM 05:58AM 06:00AM 05:40AM 05:47AM 05:54AM 06:06AM 06:14AM 06:22AM 06:24AM 06:00AM 06:09AM 06:17AM 06:29AM 06:37AM 06:45AM 06:47AM 06:20AM 06:29AM r 06:37AM 06:49AM 06:57AM 07:06AM 07:08AM 06:40AM 06:49AM 06:57AM 07:10AM 07:18AM 07:27AM 07:29AM 06:55AM 07:10AM 07:25AM 7:40AM 07:55AM 08:10AM 08:25AM 08:40AM 09:OOAM 09:20AM 09:40AM 10:OOAM 10:20AM 10:40AM 11:OOAM 11:20AM 11:40AM 12:00PM 12:20PM 12:40 PM 01:OOPM 01:20PM 02:20PM 02:40PM 07:05AM 07:20AM 07:35AM 07:50AM 08:05AM 08:20AM 08:35AM 08:50AM 09:10AM 09:30AM 09:50AM 10:10AM 10:30AM 10:50AM 11:10AM 11:30AM 11:50AM 12:10PM 12:30PM 12:50PM 01:10PM 01:30PM 01:50PM 02:10PM 02:30PM 02:50PM 07:13AM 07:28AM 07:43AM 07:58AM 08:13AM 08:28AM 08:43AM 08:58AM 09:19AM 09:39AM 09:59AM 10:19AM 10:39AM 10:59AM 11:19AM 11:39AM 11:59AM 12:19PM 12:39PM 12:59PM 01:19PM 01:39PM 01:59PM 02:19PM 02:39PM 02:59PM 07:26AM 07:41AM 07:56AM 08:11AM 08:26AM 08:41 AM 08:56AM 09:13AM 09:34AM 09:54AM 10:14AM 10:34AM 10:54AM 11:14AM 11:34AM 11:54AM 12:14PM 12:34PM 12:54PM 01:14PM 01:34PM 01:54PM 02:14PM 02:34PM 02:54PM 03:14PM 07:34AM 07:49AM 08:06AM 08:21 AM 08:36AM 08:51AM 09:08AM 09:25AM 09:46AM 10:06AM 10:26AM 10:46AM 11:06AM 11:26AM 11:46AM 12:06PM 12:26PM 12:46PM 01:06PM 01:26PM 01:46PM 02:06PM 02:26PM 02:46PM 03:06PM '03:26PM 07:43AM 07:58AM 08:15AM 08:30AM 08:45AM 09:OOAM 09:17AM 09:34AM 09:55AM 10:15AM 10:35AM 10:55AM 11:15AM 11:35AM 11:55AM 12:15PM 12:35PM 12:55PM 01:15PM 01:35PM 01:55PM 02:15PM 02:35PM 02:55PM 03:15PM 03:35PM 07:45AM 08:OOAM 08:17AM 08:32AM 08:47AM 09:19AM 09:36AM 09:57AM 10:17AM 10:37AM 10:57AM 11:17AM 11:37AM 11:57AM 12:17PM 12:37PM 12:57PM 01:17PM 01:37PM 01:57PM 02:17PM 02:37PM 02:57PM 03:17PM 03:37PM >'r : J j(l ittp://www.miamidade.gov/transitlroutes/schedule.asp?R1=WEEKDAY%20&R2=41Stbound%20%20%20... 8/11/2005 Miami -Dade County - Transit Page 2 of 2 IO3:OOPMII 03:10PM II 03:19PM 11 03:34PM 03:46PMII03:55PMI 03:57PM 03:20PM 03:30PM 03:39PM 03:54PM 04:06PM 04:15PM 04:17PM 03:40PM E' 03:59PM 04:14PM 04:24PM 104:33PM 04:35PM 404:0OPM: E • _., 04:19PM 04:34PM 04:44PM 04:53PM 04:55PM 04:15PM •' 04:34PM 04:49PM 04:59PM t05:08PM 05:10PM 04:3OPM:1.` f • • 1' 04:49PM 05:04PM 05:14PM 05:23PM 05:25PM 04:45PM ` 1 • 05:04PM 05:19PM 05:29PM 05:38PM 05:40PM 05:00PM 1 1' 05:19PM 05:34PM € 05:44PM 05:53PM' 05:55PM 05:15PM , 0 05:34PM 05:49PM ` 05:59PM 06:08PM 06:10PM 05:30PM 1 •0' 05:49PM 06:04PM 06:14PM 06:23PM . 05:45PM r 06:04PM 06:19PM 06:29PM •06:38PM . 06:00PM f. 06:19PM 06:34PM 06:44PM 06:53PM 06:55PM 06:15PM 06:25PM 06:34PM 06:49PM 06:59PM 07:08PM 06:30PM 06:40PM 06:49PM 07:04PM 07:12PM 07:20PM 07:22PM 06:45PM 06:55PM 07:04PM 07:17PM 07:25PM 07:33PM : 07:00PM 07:09PM 07:17PM 07:30PM 07:38PM 07:46PM 07:48PM 07:32PM. 07:41PM 07:49PM 08:02PM 08:10PM 08:18PM 08:20PM 08:02PM 08:11 PM < 08:19PM 08:32PM 08:40PM 08:48PM 08:50PM 08:32PM 08:41PM 08:49PM 09:02PM 09:10PM 09:18PM ;09:02PM 09:11PM 09:19PM 09:32PM 09:40PM 09:48PM 09:50PM , 09:32PM 09:41PM 09:49PM 10:02PM 10:09PM 10:16PM : 10:02PM 10:09PM 10:17PM 10:29PM 10:36PM 1O:43PM 10:45PM 11:12PM 11:19PM 11:27PM 11:39PM 11:46PM 11:53PM 11:55PM h12:12AM 12:18AM 12:26AM 12:37AM 12:44AM 12:51AM . CLOSE Wt DOiV \ A k • ttp:/Iwww.miamidade.gov/transitlrouteslschedule.asp?R 1=WEEKDAY%20&R2=41 Stbound%20%20%20... 8/ 11 /2005 Miami -Dade County - Transit Page 1 of 2 • 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.mtiamidade.govltransit 103 ROUTE C SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND 39 St & Alton Rd Mount Sinai Hospital 41 St & Indian Creek Lincoln Rd & Wash. Av 5 St & Alton Rd Omni Metro Mover Bus Terminal NE 5 St & Biscayne Blvd CBD Bus Terminal : 04:54AM 05:04AM 05:10AM 05:14AM 05:18AM : : 05:14AM 05:24AM 05:30AM 05:34AM 05:38AM 05:21 AM 05:28AM 05:34AM 05:44AM 05:50AM 05:54AM 05:58AM 05:37AM 05:44AM 05:50AM 06:02AM 06:09AM 06:13AM 06:18AM 05:53AM 05:56AM 06:03AM 06:10AM 06:22AM 06:29AM 06:33AM 06:38AM 06:08AM 06:11AM 06:18AM 06:25AM 06:37AM 06:44AM 06:48AM 06:53AM 06:26AM 06:33AM 06:40AM 06:52AM 06:59AM 07:03AM 07:08AM : 06:39AM 06:46AM 06:53AM 07:06AM 07:14AM 07:18AM 07:23AM 06:49AM 06:52AM 06:59AM 07:08AM 07:21AM 07:29AM 07:33AM 07:38AM 11 07:02AM 07:05AM 07:14AM 07:23AM 07:36AM 07:44AM 07:48AM 07:53AM 07:19AM 07:28AM 07:37AM 07:50AM ] 07:58AM 08:02AM 08:08AM 07:31AM 07:34AM 07:43AM 07:52AM 08:05AMM 08:13AM 08:17AM 08:23AM 07:45AM 07:48AM 07:57AM 08:07AM 08:20AM 08:28AM 08:32AM 08:38AM F 08:05AM 08:08AM 08:17AM 08:27AM 08:40AM 08:48AM 08:52AM 08:58AM 08:21 AM 08:24AM 08:33AM 08:43AM 08:56AM 09:06AM 09:10AM 09:18AM 08:37AM 08:40AM 08:49AM 09:OOAM 09:16AM 09:26AM 09:30AM 09:38AM 08:55AM 08:58AM 09:09AM 09:20AM 09:36AM 09:46AM 09:50AM 09:58AM 09:15AM 09:18AM 09:29AM 09:40AM 09:56AM 10:06AM 10:10AM 10:18AM 09:35AM 09:38AM 09:49AM 10:00AM 10:16AM 10:26AM 10:30AM 10:38AM 09:55AM 09:58AM 10:09AM 10:20AM 10:36AM 10:46AM 10:50AM 10:58AM 10:15AM 10:18AM 10:29AM 10:40AM 10:56AM 11:06AM 11:10AM 11:18AM 10:35AM 10:38AM 10:49AM 11:00AM 11:16AM 11:26AM 11:30AM 11:38AM 10:55AM 10:58AM 11:09AM 11:20AM 11:36AM 11:46AM 11:50AM 11:58AM 11:15AM 11:18AM 11:29AM 11:40AM 11:56AM 12:06PM 12:10PM 12:18PM 11:35AM 11:38AM 11:49AM 12:00PM 12:16PM 12:26PM 12:30PM 12:38PM 11:55AM 11:58AM 12:09PM 12:20PM ' 12:36PM 12:46PM 12:50PM '12:58PM 12:15PM 12:18PM 12:29PM 12:40PM 12:56PM 01:06PM 01:10PM 01:18PM 12:35PM 12:38PM 12:49PM 01:00PM 01:16PM 01:26PM 01:30PM 01:38PM 12:55PM 12:58PM 01:09PM 01:20PM 01:36PM 01:46PM 01:50PM 01:58PM 01:15PM 01:18PM 01:29PM 01:40PM 01:56PM 02:06PM 02:10PM 02:18PM 01:35PM 01:38PM 01:49PM 02:OOPM 02:16PM 02:26PM 02:30PM 02:38PM 01:55PM 01:58PM 02:09PM 02:20PM 02:36PM 02:46PM 02:50PM 02:58PM http://www.mi amidade.gov/transit!routes/schedule.asp?R 1=WEEKDAY%p20&R2=WestBound%20%20%2... 8/11/2005 Miami -Dade County - Transit Page 2 of 2 102:15PM I102:18PMJ 02:29PMI 02:40PM f 02:56PM 03:06PM 1I 03:10PM II03:18PM 02:35PM 02:38PM 02:49PM 03:OOPM 03:16PM 03:26PM 03:30PM 03:38PM _02:55PM 02:58PM 03:09PM 03:20PM 03:36PM 03:46PM 03:50PM 03:58PM 03:10PM 03:13PM 03:24PM 03:35PM 03:51 PM 04:01 PM 04:05PM 04:13PM 03:28PM 03:39PM 03:50PM 04:06PM 04:16PM 04:20PM 04:28PM 03:40PM 03:43PM 03:54PM 04:05PM 04:21 PM 04:31 PM 04:35PM 04:43PM 03:55PM 03:58PM 04:09PM 04:20PM 04:36PM 04:46PM 04:50PM 04:58PM 04:10PM 04:13PM 04:24PM 04:35PM 04:51 PM 05:01 PM 05:05PM 05:13PMM : 04:28PM 04:39PMj 04:50PM 05:06PM 05:16PM 05:20PM 05:28PM 04:40PM 04:43PM 04:54PM 05:05PM 05:21 PM 05:31PM 05:35PM 05:43PM 04:55PM 04:58PM 05:09PM 05:20PM 05:36PM 05:46PM 0 0' 05:58PM 05:10PM 05:13PM 05:24PM 05:35PM 05:51 PM 06:01 PM 0 . 06:13PM 05:25PM 05:28PM 05:39PM 05:50PM 06:06PM 06:16PM 06:20PM 06:28PM 05:40PM 05:43PM 05:54PM 06:05PM 06:21 PM 06:31 PM 06:35PM 06:43PM 05:55PM 05:58PM 06:09PM 06:20PM 06:36PM 06:46PM 06:50PM 06:58PM 06:15PM 06:18PM`06:29PM 06:40PM 06:56PM 07:06PM 07:10PM 07:16PM 06:31 PM 06:34PM 06:45PM 06:56PM 07:12PM 07:20PM 07:24PM 07:30PM 07:06PM 07:09PM 07:19PM 07:28PM 07:42PM 07:50PM 07:54PM 08:OOPM 07:36PM 07:39PM 07:49PM 07:58PM 08:12PM 08:20PM 08:24PM 08:30PM 08:06PM 08:09PM 08:19PM 08:28PM S 08:42PM 08:50PM 08:54PM 3 09:OOPM 08:36PM 08:39PM 08:49PM 08:58PM (09:12PM 09:20PM 09:24PM 09:30PM 09:06PM 09:09PM 09:19PM 09:28PM 09:42PM 09:50PM 09:54PM 10:00PM 10:13PM 10:16PM 10:25PM 10:33PM 10:45PM 10:52PM 10:56PM 11:00PM 11:13PM 11:16PM 11:25PM 11:33PM 11:45PM 11:52PM 11:56PM 12:00AM 11:58PM 12:01AM 12:08AM 12:14AM 12:24AM 12:30AM 12:34AM 12:38AM CLOSE WINDOW • http://www.miamidade.gov/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=WestBound%20%20%2... 8/11/2005 Route K,1 • • WHEELCHAIR ACCESSIBLE Governmen Cente Metrorail Station North Map not to scale siaz BROWARD COUNTY OMNI Bus Terminal NE 14 St Flagier St SW/SE 1 St Downtown Bus Terminal 44 Atlantic Shores Blvd Diplomat w Mall Z ■ Hallandale Beach Blvd gas 178 St 74 St ti WINSTON . TOWERS Short Turn Causeway BUS ZONE TOLL BOOTH 5 St HAULOVER MARINA 0 0.0 yr U 85 St 77 St w �y 4E Sg St 0.' MIAMI BEACH SOUTH BEACH Miami-Dadlnty - Transit • Page 1 of 3 COUNTY TRANSIT INFORMATION: 305-770-3131 Residents South o1 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.mlamidade.gov/transit 111 ROUTE K SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBD Bus Terminal Omni Metro Mover Bus Terminal 5 St & Alton Rd Lincoln Rd & Wash. Av 41 St & Sheridan Ave 69 St & Collins Ave 85 St & Hawthorne Ave 96 St & Collins Ave Haulover Marina 163 St & Collins Ave North Bay Rd & 174 S t 194 St & Collins Ave A1A & Massini Ave Diplomat Mall 05:50AM 05:57AM 06:05AM 06:17AM 06:22AM 06:29AM 06:36AM 06:43AM 06:47AM 06:50AM 06:55AM 07:02AM 07:06AM 07:11 AM 06:10AM 06:19AM 06:27AM 06:39AM 06:44AM 06:51AM 06:58AM 07:05AM 07:10AM : : . 06:30AM 06:39AM 06:47AM 06:59AM 07:O6AM 07:16AM 07:23AM 07:30AM 07:35AM : : : 06:50AM 06:59AM 07:07AM 07:20AM 07:27AM 07:37AM 07:44AM 07:51AM 07:56AM 07:59AM 08:04AM 08:11AM 08:15AM 08:20AM 07:05AM 07:15AM 07:23AM 07:36AM 07:43AM 07:53AM 08:OOAM 08:07AM 08:12AM : : : : 07:20AM 07:30AM 07:38AM 07:51 AM 07:58AM 08:08AM 08:15AM 08:22AM 08:27AM 08:30AM 08:35AM 08:42AM 08:46AM 08:51AM 07:35AM 07:45AM 07:53AM 08:06AM 08:13AM 08:23AM 08:30AM 08:37AM 08:42AM : : : . 07:50AM 08:00AM 08:08AM 08:21 AM 08:28AM 08:38AM 08:45AM 08:52AM 08:57AM 09:01AM 09:06AM 09:13AM 09:17AM 09:22AM 08:05AM 08:15AM 08:23AM 08:36AM. 08:43AM 08:53AM 09:01AM 09:08AM 09:14AM : : . 08:20AM 08:30AM 08:38AM 08:51AM 08:58AM 09:08AM 09:16AM 09:23AM 09:29AM 09:33AM 09:38AM 09:45AM 09:49AM 09:54AM 08:35AM 08:45AM 08:53AM 09:08AM 09:15AM 09:25AM 09:33AM 09:40AM 09:46AM : : : : 08:5OAM 09:OOAM 09:09AM 09:24AM 09:31AM 09:41 AM 09:49AM 09:56AM 10:02AM 10:06AM 10:11AM 10:18AM 10:22AM 10:27AM 09:10AM 09:20AM 09:29AM 09:44AM 09:51AM 10:01 AM 10:09AM 10:16AM 10:22AM : : : : 09:30AM 09:40AM 09:49AM 10:04AM 10:11 AM 10:21AM 10:29AM 10:36AM 10:42AM : : : : 09:50AM 10:00AM 10:09AM 10:24AM 10:31AM 10:41 AM 10:49AM 10:56AM 11:02AM 11:06AM 11:11 AM 11:18AM 11:22AM 11:27AM 10:10AM 10:20AM 10:29AM 10:44AM 10:51 AM 11:01AM 11:09AM 11:16AM 11:22AM : : : : 10:3OAM 10:40AM 10:49AM 11:04AM 11:11AM 11:21AM 11:29AM 11:36AM 11:42AM : : : : : 10:50AM 11:00AM 11:09AM 11:24AM 11:31AM 11:41 AM 11:49AM 11:56AM 12:02PM 12:06PM 12:11 PM 12:18PM 12:22PM 12:27PM 11:10AM 11:20AM 11:29AM 11:44AM 11:51AM 12:01PM 12:09PM 12:16PM 12:22PM : : : : : http://www.miamidade.gov/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%20%20%20%n20%20%20%20%v20%20&... 8/11 /2005 Miami -Dad unty - Transit 11:30AM 40AM 111:49AM1I12:04PM]t12:11 PM 12:21 PM11 12:29PM 12:36F' 12:42PM : ; It : 1L : JI : I 11:50AM 12:OOPM 12:09PM 12:24PM 12:31PM 12:41PM 12:49PM 12:56PM 01:02PM 01:06PM 01:11PM 01:18PM 01:22PM 01:27PM 12:10PM 12:20PM 12:29PM 12:44PM 12:51PM 01:01 PM 01:09PM 01:16PM 01:22PM : : : 12:30PM 12:40PM 12:49PM 01:04PM 01:11 PM 01:21 PM 01:29PM 01:36PM 01:42PM1 : : . 12:50PM 01:OOPM 01:09PM 01:24PM 01:31 PM 01:41PM 01:49PM 01:56PM 02:02PIA 02:06PM 02:11PM 02:18PM 02:22PM 02:27PM 01:10PM 01:20PM 01:29PM 01:44PM 01:51 PM 02:01 PM 02:09PM 02:16PM 02:22PM : : ; 01:30PM 01:40PM 01:49PM 02:04PM 02:11PM 02:21PM 02:29PM 02:36PM 02:42PM : . 01:50PM 02:00PM 02:09PM 02:24PM 02:31 PM 02:41 PM 02:49PM 02:56PM 03:02PM 03:06PM 03:11 PM 03:18PM 03:22PM 03:27PM 02:39PM 02:46PM 02:56PM 03:04PM 02:10PM 02:20PM 02:29PM 02:44PM 03:04PM03:11 02:51 PM, 03:01 PM 03:09PM 03:16PM 03:22PM : : ; 02:30PM 02:40PM 02:49PM PM 03:21PM 03:29PM 03:36PM 03:42PM : 02:50PM 03:OOPM 03:09PM 03:24PM CO3:31 PMI 03:41PM 03:49PM 03:56PM] 04:02PM 04:06PM 04:11PM 04:18PM 04:22PM 04:27PM 03:10PM 03:20PM 03:29PM 03:44PMj 03:51 PM 04:02PM 04:11PM 04:19PM 04:25PM : : : 03:30PM 03:40PM 03:49PM 04:04PM 04:12PM 04:23PM 04:32PM 04:40PM 04:46PM 04:50PM 04:55PM 05:02PM [05:06PM 05:11 PM 03:50PMI04:00PM!04:09PM 04:24PM 04:32PM 04:43PM 04:52PM 05:OOPM 05:06PM : : : 04:05PM 04:15PM 04:24PM ,04:39PM 04:47PM 04:58PM 05:07PM 05:15PM 05:21PM 05:25PM 05:30PM 05:37PM 05:41 PM 05:46PM 04:20PM 04:30PM 04:39PM 04:54PM 05:02PM 05:13PM 05:22PM 05:30PM 05:36PM : . 04:35PM 04:45PM 04:54PM 05:09PM 05:17PM 05:28PM 05:37PM 05:45PM 05:51PM 05:55PM 06:00PM 06:07PM 06:11PM 06:16PM 04:50PM 05:00PM 05:09PM 05:24PM 05:32PM 05:43PM 05:52PM ,06:OOPM 06:06PM : : : : 05:05PM 05:15PM 05:24PM 05:39PM 05:47PM 05:58PM 06:07PM 06:15PM 06:21PM 06:25PM 06:30PM 06:37PM 06:41 PM 06:46PM 05:20PM 05:30PMj 05:39PM' 05:54PM 06:02PM 06:13PM 06:22PM 06:30PM 06:36PM : 05:35PM 05:45PM105:54PM 06:09PM 06:17PM 06:28PM 06:37PM 06:45PM 06:51PM 06:55PM 07:OOPM 07:06PM 07:10PM 07:14PM 05:50PM 46:00PM06:09PM 06:20PM 06:24PM 06:32PM 06:43PM 06:52PM 07:00PM 07:05PM : : : : 06:10PM 06:29PM 06:44PM 06:52PM 07:03PM 07:11PM 07:18PM 07:23PM 07:27PM 07:32PM 07:38PM 07:42PM 07:46PM 06:30PM 06:40PM 06:49PM 07:04PM 07:11 PM 07:21 PM 07:29PM 07:36PM 07:41 PM : : : . '06:50PM 07:OOPM 07:08PM 07:21 PM 07:28PM 07:38PM 07:46PM 07:53PM 07:58PM 08:02PM 08:07PM 08:13PM 08:17PM 08:21PM 07:10PM 07:18PM 07:26PM 07:39PM 07:46PM 07:56PM 08:04PM 08:11PM 08:16PM : : : : 07:30PM 07:38PM 07:46PM 07:59PM 08:06PM 08:16PM 08:24PM 08:31PM 08:36PM 08:40PM 08:45PM 08:51PM 08:55PM 08:59PM 07:50PM 07:58PM 08:06PM 08:19PM 08:26PM 08:36PM 08:44PM 08:51 PM 08:56PM : . 08:20PM 08:28PM108:36PM 08:49PM 08:56PM 09:06PM 09:14PM 09:21PM 09:26PM 09:30PM 09:35PM 09:41 PM 09:45PM 09:49PM 09:02PM 09:10PM, 09:18PM 09:31PM 09:38PM 09:48PM 09:56PM 10:03PM 10:07PM` 10:10PM 10:15PM 10:20PM 10:23PM 10:27PM CLOSE WINDOW fp Page 2 of 3 http://www.miamidade.gov/transitlroutes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%20%20%v20%20%20%20%20%20%20&... 8/ l 112005 Miami -Dade oty - Transit • 40 Page 1 of 3 M 1AM COUNTY TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-691-3131 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.miamidade.goy/transit 111 ROUTE K SCHEDULE SERVICE: WEEKDAY Diplomat Mall 05:08AM 05:39AM 06:14AM 06:55AM 07:28AM 08:03AM 09:02AM A1A & Massini Ave 05:15AM 05:46AM 06:21 AM 07:04AM 07:37AM 08:12AM 09:12AM 194 St & Collins Ave 05:18AM 05:49AM 06:26AM 07:09AM 07:42AM 08:17AM 09:17AM IP DIRECTION: SOUTHBOUND North Bay Rd & 174 S 05:23AM 05:54AM 06:33AM 07:16AM 07:49AM 08:24AM 09:24AM 163 St & Collins Ave Haulover Marina 96 St & Harding Ave 85 St & Hawthorne Ave 69 St & Abbott Ave 41 St & Sheridan Ave Lincoln Rd & Wash. Av 5 St & Alton Rd Omni Metro Mover Bus Terminal NE 6 St & 2 Ave CBD Bus Terminal : : •: 05:43AM 05:53AM 05:59AM 06:03AM 06:08AM 05:27AM 05:30AM 05:35AM 05:40AM 05:46AM 05:55AM 06:00AM 06:12AM 06:19AM 06:23AM 06:28AM : 05:48AM 05:53AM 05:58AM 06:06AM 06:15AM 06:20AM 06:32AM 06:39AM 06:43AM 06:48AM 05:58AM 06:01AM 06:06AM 06:12AM 06:20AM 06:29AM 06:34AM 06:46AM 06:53AM 06:57AM 07:03AM : 06:14AM 06:19AM 06:25AM 06:33AM 06:42AM 06:47AM 07:00AM 07:08AM 07:12AM 07:18AM : 06:26AM 06:31AM 06:37AM 06:45AM 06:54AM 07:02AM 07:15AM 07:23AM 07:27AM 07:33AM 06:37AM 06:40AM 06:45AM 06:51 AM 06:59AM 07:09AM 07:17AM 07:30AM 07:38AM 07:42AM 07:48AM : 06:54AM 06:59AM 07:05AM 07:14AM 07:24AM 07:32AM 07:45AM 07:53AM 07:57AM 08:03AM 07:08AM 07:14AM 07:20AM 07:29AM 07:39AM 07:47AM 08:OOAM 08:08AM 08:12AM 08:18AM 07:20AM 07:23AM 07:29AM 07:35AM 07:44AM 07:54AM 08:02AM 08:15AM 08:23AM 08:27AM 08:33AM : 07:38AM 07:44AM 07:50AM 07:59AM 08:09AM 08:17AM 08:30AM 08:38AM 08:42AM 08:48AM 07:53AM 07:56AM 08:02AM 08:08AM 08:17AM 08:27AM 08:35AM 08:48AM 08:56AM 09:00AM 09:08AM 08:11AM 08:17AM 08:23AM 08:32AM 08:42AM 08:50AM 09:06AM 09:16AM 09:20A4 09:28AM 08:28AM 08:31AM 08:37AM 08:43AM 08:52AM 09:02AM 09:10AM 09:26AM 09:36AM 09:40AM 09:48AM 08:52AM 08:58AM 09:04AM 09:12AM 09:22AM 09:30AM 09:46AM 09:56AM 10:00AM 10:08AM 09:28AM 09:12AM 09:18AM 09:32AM 09:52AM 10:12AM 09:38AM 09:58AM 10:18AM 09:24AM 09:44AM 10:04AM 10:24AM 09:32AM 09:52AM 10:12AM 10:32AM 09:42AM 10:02AM 10:22AM 10:42AM 09:50AM 10:10AM 10:30AM 10:50AM 10:06AM 10:26AM 10:46AM 11:06AM 10:16AM 10:36AM 10:56AM 11:16AM 10:20AM 10:40AM 11:OOAM 11:20AM 10:28AM 10:48AM 11:08AM ,11:28AM http://www.miamidade.gov/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Southbound%20%20%20%20%20%20%a20%20%20%20&r... 8/11/2005 Miami -Dade nty - Transit. Page 2 of 3 (10:02AM1110: AM]I10:17AMI 10:24AMII10:28AMIf 10:32AMII10:38AM 10:44AM 0:52AM 111:02AMI 11:1 OAMI111:26AM1111:36AMI111:40AMf I11:48AM1 : : : : : 10:52AM 10:58AM 11:04AM 11:12AM'11:22AM 11:30AM 11:46AM 11:56AM 12:OOPM 12:08PM . 11:12AM 11:18AM 11:24AM 11:32AM 11:42AM 11:50AM 12:06PM 12:16PM 12:20PM 12:28PM 11:O2AM 11:12AM 11:17AM 11:24AM 11:28AM 11:32AM 11:38AM 11:44AM 11:52AM 12:02PM 12:1 OPM 12:26PM 12:36PM 12:40PM '12:48PM . . 11:52AM 11:58AM 12:04PM 12:12PM 12:22PM 12:30PM 12:46PM 12:56PM 01;OOPM 01:08PM . : 12:12PM 12:18PM 12:24PM 12:32PM 12:42PM 12:5OPM1 01:06PM 01:16PM` 01:20PM 01:28PM 12:02PM 12:12PM 12:17PM 12:24PM 12:28PM 12:32PM 12:38PM 12:44PM 12:52PM 01:O2PM 01:10PM 01:26PM 01:36PM 01:40PM 01:48PM . : . : 12:52PM 12:58PM 01:04PM 01:12PM 01:22PM 01:30PM,301:46PM 01:56PM 02:00PM 02:08PM : : 01:12PM 01:18PM 01:24PM 01:32PM 01:42PM 01:50PM 02:06PM 02:16PM 02:20PM 02:28PM 02:10PM 02:26PM 02:36PM 02:40PM 02:48PM 01:02PM 01:12PM 01:17PM 01:24PM [01:28PM 01:32PM 01:38PM 01:44PM 01:52PM 02:02PM 02:30PM 02:46PM 02:56PM 03:00PM 03:08PM . . : : 01:52PM 01:58PM 02:04PM 02:12PM 02:22PM : . . 02:37PM 02:45PM 03:01 PM 03:11 PM 03:15PM 03:23PM :• : ( : 02:12PM 02:18PM 02:24PM 02:32PM 02:42PM 02:50PM 03:06PM 03:16PM 03:20PM 03:28PM 02:02PM 02:12PM 02:17PM 02:24PM 02:28PM 02:32PM 02:38PM 02:44PM 02:52PM 03:02PM 03:10PM 03:26PM 03:36PM 03:40PM 03:48PM . : . 02:47PM 02:53PM 02:59PM 03:07PM 03:17PM 03:25PM 03:41 PM 03:51PM 03:55PM 04:03PM 02:32PM 02:42PM 02:47PM 02:54PM 02:58PM 03:02PM 03:08PM 03:14PM 03:22PM 03:32PM 03:40PM 03:56PM 04:06PM 04:10PM 04:18PM . .. : : 03:17PM 03:23PM [ 03:29PM 03:37PM 03:47PM 03:55PM 04:11PM 04:21PM 04:25PM ,04:33PM 03:02PM 03:12PM 03:17PM 03:24PM 03:28PM 03:32PM 03:38PM 03:44PM 03:52PM 04:02PM 04:10PM 04:26PM 04:36PM 104:40PM 04:48PM • . : : I03:47PM 03:53PM 03:59PM 04:07PM 04:17PM 04:25PM 04:41PM 04:51PM;04:55PM 05;03PM 03:32PM 03:42PM 03:47PM 03:54PM 03:58PM 104:02PM 04:08PM1 04:14PM 04:22PM 04:32PM 04:40PM 04:56PM 05:06PM 05:10PM 05:18PM . . : 04:17PM 04:23PM 04:29PM 04:37PM 04:47PM 04:55PM 05:11PM 05:21PM 05:25PM! 05:33PM 04:02PM 04:12PM 04:17PM 04:24PM 04:28PM 04:32PM 04:38PM 04:44PM 04:52PM 05:02PM 05:10PM 05:26PM 05:36PM 05:40PM 05:48PM : : 04:52PM 04:58PM 05:04PM 05:12PM 05:22PM 05:30PM 05:46PM 05:56PM 06:OOPM 06:08PM 04:42PM 04:52PM 04:57PM 05:04PM 05:08PM 05:12PM 05:18PM 05:24PM 05:32PM 05:42PM 05:50PM 06:06PM 06:16PM 06:20PM 06:28PM • : : ; 05:32PM 05:38PM 05:44PM 05:52PM 06:02PM ,06:10PM 06:26PM 06:36PM 06:40PM 06:48PM 05:24PM 05:34PM 05:39PM 05:46PM 05:50PM 05:54PM 06:OOPM 06:06PM 06:14PM 06:24PM 06:32PM 06:48PM 06:58PM 07:02PM 07:08PM : : . . : 06:16PM 06:22PM 06:28PM 06:36PM 06:46PM 06:54PM 07:10PM 07:18PM 07:22PM 07:28PM 06:08PM 06:18PM 06:23PM 06:30PM 06:34PM 06:38PM 06:44PM 06:50PM 06:58PM 07:08PM 07:16PM 07:3OPM 07:38PM 07:42PM 07:48PM 06:41PM 06:51 PM 06:56PM1 07:03PM 07:07PM 07:10PM 07:15PM 07:21PM 07:29PM 07:38PM 07:46PM 08:00PM 08:08PM 08:12PM 08:18PM 07:24PM 07:33PM 07:38PM 07:45PM 07:49PM 07:52PM 07:57PM 08:03PM 08:11 PM 08:20PM 08:28PM 08:42PM 08:50PM 08:54PM 109:00PM 08:33PM 08:41PM 08:5OPM 08:58PM 09:12PM 09:20PM 09:24PM 09:30PM L : : : : 08:22PM 08:27PM 08:14PM 08:23PM 08:28PM 08:35PM 08:39PM 08:42PM 08:47PM 08:53PM 09:01PM 09:10PM 09:18PM 09:32PM 09:40PM'09:44PM 09:50PM 09:04PM 09:13PM 09:18PM 09:25PM 09:29PM 09:32PM 09:37PM 09:43PM 09:51PM 10:00PM 10:07PM 10:19PM 10:26PM 10:30PM 10:35PM 10:10PM' 10:13PM 10:18PM 10:22PM 10:25PM 10:03PM 10:30PM 10:35PM ,10:41 PM 10:50PM [10:57PM 11:09PM 11:16PM 11:20PM 11:25PM http://www.miamidade.gov/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Southbound%20%20%©20%20%20%20%20%20%n20%20&r... 8/1 1 /2005 • • • Route S 6 WHEELCHAIR ACCESSIBLE Downtown Bus Terminal Omni Bus Terminal —II= SW/SE 1 St Aventura Mali Gallahad Dade Blvd Washington Ave North Map not to Scale Miami -Dade County - Transit Page 1 of 3 �MIAMF COUNTY 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/transit 119 ROUTE S SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBD Bus Terminal Omni Metro Mover Bus Terminal 5 St & Alton Rd 17 St & Alton Rd Lincoln Rd & James Ave 41 St & Collins Ave 69 St & Collins Ave 96 St & Collins Ave 163 St & Collins Ave 185 St &' Collins Ave Aventura Mall 05:00AM 05:07AM 05:14AM 05:19AM 05:23AM 05:30AM 05:38AM 05:44AM 05:51AM 05:58AM 06:05AM 05:24AM 05:31AM 05:38AM 05:43AM 05:47AM 05:54AM 06:04AM 06:13AM 06:21AM 06:29AM` 06:36AM 05:36AM 05:43AM 05:50AM 05:55AM 05:59AM 06:07AM 06:17AM 06:26AM 06:34AM 06:42AM 06:49AM 05:48AM [ 05:55AM 06:03AM 06:09AM 06:13AM 06:21AM 06:31AM 06:40AM 06:48AM 06:56AM` 07:04AM 06:OOAM 06:09AM 06:17AM 06:23AM 06:27AM 06:35AM 06:45AM 06:54AM 07:02AM 07:11 AM 07:19AM 06:12AM 06:21AM 06:29AM 06:35AM 06:39AM 06:47AM 06:57AM 07:06AM 07:14AM 07:23AM 07:31AM 06:24AM 06:33AM 06:41 AM 06:47AM 06:51AM 06:59AM [07:09AM 07:18AM 07:26AM 07:35AM 07:43AM 06:36AM 06:45AM 06:53AM 06:59AM 07:04AM 07:12AM 07:22AM 07:31 AM 07:39AM 07:48AM 07:56AM 06:48AM 06:57AM 07:05AM 07:12AM 07:17AM 07:25AM 07:35AM 07:44AM 07:52AM 08:01 AM 08:09AM 07:00AM 07:10AM 07:18AM 07:25AM -07:30AM [07:38AM 07:48AM 07:57AM 08:05AM 08:14AM 08:22AM 08:24AM r08:32AM 07:10AM 07:20AM 07:28AM 07:35AM 07:40AM 07:48AM 07:58AM 08:07AM 08:15AM 07:20AM 07:30AM 07:38AM 07:45AM 07:50AM 07:58AM 08:08AM 08:17AM 08:25AM 08:34AM 08:42AM 07:30AM 07:40AM 07:48AM 07:55AM 08:OOAM 08:10AM 08:20AM 08:29AM 08:37AM 08:46AM 08:54AM 07:40AM 07:50AM 07:58AM 08:06AM 08:11 AM 08:21AM 08:31AM 08:40AM 08:48AM .08:57AM 09:05AM 07:50AM 08:OOAM 08:08AM 08:16AM 08:21AM 08:31AM 08:41 AM 08:50AM 08:58AM 09:07AM 09:15AM 08:OOAM 08:10AM 08:18AM 08:26AM 08:31AM 08:41 AM 08:51AM [09:01 AM 09:09AM 09:18AM 09:26AM 08:10AM 08:20AM 08:28AM 08:36AM 08:41AM 08:51AM 09:02AM 09:12AM 09:20AM 09:29AM 09:37AM 08:20AM 08:30AM 08:38AM 08:46AM 08:51AM 09:01AM 09:12AM 09:22AM 09:30AM 09:39AM 09:47AM r08:30AM 08:40AM 08:48AM 08:56AM 09:02AM 09:12AM 09:23AM 09:33AM 09:41AM 09:50AM 09:58AM [08:40AM 08:50AM 08:58AM 09:07AM 09:13AM 09:23AM 09:34AM 09:44AM 09:52AM 10:01AM 10:09AM 09:09AM 09:18AM 09:24AM 09:34AM 09:45AM 09:55AM 10:03AM 10:12AM 10:20AM 108:50AM 09:00AM 09:00AM 09:10AM 09:19AM 09:28AM 09:34AM 09:44AM 09:55AM 10:05AM 10:13AM 10:22AM 10:30AM 09:10AM 09:20AM 09:29AM F09:38AM 09:44AM 09:54AM 10:05AM 10:15AM 10:23AM 10:32AM 10:40AM 09:20AM 09:30AM 09:39AM 09:48AM' 09:54AM 10:04AM 10:15AM 10:25AM 10:33AM 10:42AM 10:50AM 09:30AM 09:40AM 09:49AM 09:58AM 10:04AM 10:14AM 10:25AM 10:35AM 10:43AM 10:52AM 11:OOAM 09:40AM 09:50AM 09:59AM 10:08AM 10:14AM 10:24AM' 10:35AM 10:45AM 10:53AM 11:02AM 11:10AM 09:50AM 10:00AM —10:09AM 10:18AM 10:24AM [10:34AM 10:45AM 10:55AM 11:03AM 11:12AM 11:20AM 10:00AM 10:10AM 10:19AM 10:28AM 10:34AM 10:44AM 10:55AM 11:05AM 11:13AM 11:22AM 11:30AM 10:10AM 10:20AM 10:29AM 10:38AM 10:44AM 10:54AM 11:05AM 11:15AM 11:23AM 11:32AM 11:40AM, 11:25AM 11:33AM 11:42AM 11:50AM 10:20AM 10:30AM 10:39AM 10:48AM 10:54AM 11:04AM 11:15AM 10:30AM 10:40AM 10:49AM 10:58AM 11:04AM 11:14AM 11:25AM 11:35AM 11:43AM 11:52AM 12:00PM 10:40AM' 10:50AM 10:59AM 11:08AM 11:14AM 11:24AM 11:35AM 11:45AM 11:53AM 12:02PM 12:10PM http://www.miamidade.gov/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%©20%2... 8/11/2005 Miami -Dade County - Transit I10:50AMIl 11:OOAM II 11:09AM 1:18AMII 11:24AM ]I11:34AMI I11:45AM Page 2 of 3 1:55AMII12:03PMII12:12PMI 12:20PMI • 11:OOAM 11:10AM 11:20AM 11:30AM 11:40AM 11:50AM 12:00PM 12:10PM 12:20PM 12:30PM 12:40PM 12:50PM 01:OOPM 01:10PM 01:20PM 01:30PM 01:40PM 01:50PM 02:OOPM 02:10PM 02:20PM 02:30PM r02:40PM 02:50PM 03:OOPM 03:10PM 11:10AM 11:20AM 11:30AM 03:20PM 03:30PM 11:40AM 11:50AM 12:OOPM 12:10PM 12:20PM 12:30PM 12:40PM 12:50PM 01:OOPM 01:10PM 01:20PM 01:30PM 01:40PM 01:50PM 02:01 PM 02:11PM 02:21 PM 02:31 PM 02:41 PM 02:51 PM 03:01 PM 03:11PM 03:21 PM 03:31 PM 03:41PM 11:19AM 11:29AM 11:39AM - 11:49AM 11:59AM 12:09PM 12:19PM 12:29PM 12:39PM 12:49PM 12:59PM 01:09PM 01:19PM 01:29PM 01:39PM 01:49PM 01:59PM 02:10PM 02:20PM 02:30PM 02:40PM 02:50PM 03:OOPM 03:10PM 03:20PM 03:30PM 03:4OPM 03:50PM 03:40PM 03:51 PM ( 04:01 PM 03:50PM 04:02PM 04:12PM 11:28AM 11:38AM 11:48AM 11:58AM 12:08PM I12:18PM 12:28PM 12:38PM 12:48PM 12:58PM 04:OOPM 04:12PM 04:22PM 01:08PMj 01:18PM 01:28PM 01:38PM 01:48PM 01:58PM 02:08PM 02:19PM 02:29PM 02:39PM 02:49PM 02:59PM 03:09PM 03:19PM 03:29PM 03:39PM 03:49PM 03:59PM 04:09PM 04:20PM 04:30PM 11:34AM 11:44AM 11:54AM 12:04PM 12:14PM 12:24PM 12:34PM 12:44PM 12:54PM 01:04PM 01:14PM 01:24PM 01:34PM 01:44PM 01:54PM 02:04PM 02:14PM 02:25PM 02:35PM 02:45PM 02:55PM 03:05PM 03:15PM 03:25PM 03:35PM 03:45PM 03:55PM 04:05PM 04:15PM 04:26PM 04:36PM 11:44AM 11:54AM 12:04PM 12:14PM 12:24PM 12:34PM] 12:44PM 12:54PM 01:04PM 01:14PM 01:24PM 01:34PM 01:44PM 01:54PM 02:04PM 02:14PM 02:24PM 02:35PM 02:45PM 02:55PM 03:05PM 03:15PM 03:25PM 03:35PM 03:45PM 03:55PM 04:05PM 04:15PM :55AM 12:05PM 12:15PM 12:25PM 12:35PM 12:45PM 12:55PM 01:05PM [01:15PM 04:25PM) 04:36PM 04:46PM 01:25PM 01:35PM 01:45PM 01:55PM 02:06PM 02:16PM 02:26PM 02:36PM 02:47PM 02:57PM 03:07PM 03:17PM 03:27PM 03:37PM 03:47PM '03:57PM 04:07PM 04:17PM 04:27PM 04:37PM 04:48PM 04:58PM 2:05PM 12:15PM 12:25PM 12:35PM' 12:45PM 12:55PM 01:05PM 01:15PM 01:25PM 01:35PM 01:45PM 01:55PM 02:05PM 02:16PM 02:26PM 02:36PM 02:46PM 02:57PM 03:07PM 03:17PM -03:27PM 03:37PM 03:47PM 03:57PM 04:08PM 04:18PM 04:28PM 04:38PM 04:48PM 04:59PM 12:13PM 12:23PM 12:33PM 12:43PM 12:53PM 01:03PM 05:09PM 01:13PM 01:23PM 01:33PM 01:43PM 01:53PM 02:03PM 02:13PM 02:24PM 02:34PM 02:44PM 02:54PM 03:05PM 03:15PM 03:25PM 03:35PM 03:45PM 12:22PM 12:32PM. 03:55PM 04:05PM 04:16PM 04:26PM 04:36PM 04:46PM 04:56PM 12:42PM 12:52PM ,01:02PM 01:12PM 01:22PM 05:07PM 05:17PM 01:32PM 01:42PM 01:52PM 02:02PM 02:12PM 02:22PM 02:33PM 02:43PM 02:53PM 03:03PM 03:14PM 03:24PM 03:34PM 03:44PM 03:54PM 04:04PM 12:30PM 12:40PM 12:50PM 01:OOPM 01:10PM 01:20PM 01:30PM 01:40PM '01:50PM 04:14PMI 04:25PM 04:35PM 04:45PM 04:55PM 05:05PM 05:16PM' 05:26PM :4:22PM 04:32PM 1104:40PMI 04:46PM 04:56PM1105:08PM 05:19PM 05:27PM105:36PM 04:20PM 04:32PM 04:42PM 04:50PM 04:56PM 05:06PM 05:18PM 05:29PM 05:37PM 05:46PM 04:30PM 04:42PM 04:52PM 05:OOPM 05:06PM 05:16PM 05:28PM 05:39PM 05:47PM 05:56PM 04:40P 04:50P 04:52PM 05:02PM 05:02PM 05:12P 05:OOPM 05:12PM 05:22PM 05:10PM 05:22PM ' 05:32PM 05:20PM 05:30PM 05:40PM 05:50PM 06:OOPM 06:10PM 05:32PM 05:42PM 05:52PM 06:02PM 06:12PM 06:22PM 05:42PM 05:52PM 06:02PM 06:12PM 06:22PM 06:32PM 05:10PM 05:20PM 05:30PM 05:40PM 05:50PM 06:00PM 06:10PM 06:20PM 06:30PM 06:40PM 05:16PM 05:26PM 05:36PM 05:46PM 05:56PM 06:06PM 06:16PM 06:26PM 06:36PM 06:46PM 05:26PM 05:36PM 05:46PM 05:56PM 06:06PM 06:16PM 06:26PM 06:36PM 06:46PM 06:56PM 05:38PM 05:48PM 05:58PM 06:08PM 06:18PM 06:28PM 06:38PM 06:48PM 06:58PM 07:08PM 05:49PM 05:59PM 06:09PM 06:19PM. 06:29PM 06:39PM 06:49PM 06:59PM 07:09PM 07:17PM 05:57PM1 06:06PM 06:07PM 06:17PM 06:27PM 06:37PM 06:47PM 06:57PM 07:07PM' 07:17PM 07:25PM 06:16PM, 06:26PM 06:36PM 06:46PM 06:56PM 07:06PM 07:15PM 07:25PM 07:33PM 02:OOPM 02:10PM 02:20PM 02:30PM 02:41 PM 02:51 PM 03:01 PM 03:11PM 03:22PM 03:32PM 03:42PM 03:52PM 04:02PM 04:12PM 04:22PM 04:33PM 04:43PM 04:53PM 05:03PM 05:13PM 05:24PM 05:34PM 05:44PM 05:54PM1 06:04PM 06:14PM 06:24PM 06:34PM 06:44PM 06:54PM 07:04PM 07:13PM 07:22PM 07:32PM 07:40PM 06:20PM 06:32PM 06:42PM 06:50PM 06:56PM 07:06PM 07:16PM 07:25PM 07:33PM 07:41 PM 07:48PM http://www.miamidade.gov/transitlroutes/schedule.asp?R1=WEEKDAY%20&R2=Northbound%20%20%2... 8/11/2005 Miami -Dade County - Transit Page 3 of 3 06:30PM 06:42PM 06:52PM 07:OOPM 07:05PM 07:14PM 07:24PM 07:33PM' 07:41 PM 07:49PM. 07:56PM 06:40PM 06:52PM 07:02PM 07:10PM 07:15PM 07:24PM 07:34PM 07:43PM 07:51 PM 07:59PM 08:06PM 06:50PM 07:02PM 07:10PM 07:18PM 07:23PM 07:32PM 07:42PM 07:51 PM 07:59PM 08:07PM 08:14PM 07:00PM 07:10PM 07:18PM 07:26PM 07:31PM 07:40PM 07:50PM 07:59PM 08:07PM 08:15PM 08:22PM 07:10PM 07:20PM 07:28PM 07:36PM 07:41 PM 07:50PM 08:OOPM 08:O9PM' 08:17PM 08:25PM 08:32PM 07:20PM 07:30PM 07:38PM j 07:46PM 07:51 PM 08:OOPM 08:10PM 08:19PM 08:27PM 08:35PM 08:42PM 07:30PM 07:40PM 07:48PM ' 07:56PM 08:01 PM ] 08:10PM 08:20PM 08:29PM 108:37PM 08:45PM 08:52PM 07:40PM 07:50PM 07:58PM 08:06PM 08:11 PM 08:20PM 08:30PM 08:39PM 08:47PM 08:55PM 09:02PM 07:50PM 08:OOPM 08:08PM 08:16PM 08:21PM 08:30PM 08:40PM L08:49PM 08:57PM 09:05PM 09:12PM 08:OOPM 08:10PM 08:18PM 08:26PM 08:31PM 08:40PM 08:50PM (08:59PM 09:07PM 09:15PM 09:22PM 08:20PM 08:30PM 08:38PM 08:46PM [ 08:51 PM 09:00PM 09:10PM 09:19PM 09:27PM' 09:35PM 09:42PM 08:40PM 08:50PM 08:58PMM 09:06PM 09:11 PM 09:20PM 09:30PM 09:39PM 09:47PM 09:55PM 10:02PM 09:OOPM 09:10PM 09:18PM 09:26PM 09:31PM 09:40PM 09:50PM 09:59PM 10:07PM 10:14PM 10:20PM 09:20PM 09:30PM 09:38PM 09:46PM 09:51PM 10:00PM 10:08PM 10:16PM 10:23PM 10:30PM 10:36PM] 09:40PM 09:50PM 09:58PM J 10:06PM 10:10PM 10:17PM 10:25PM 10:33PM 10:40PM 10:47PM 10:53PMR 10:00PM 10:09PM 10:17PM 10:24PM 10:28PM 10:35PM 10:43PM 10:51PM 10:58PM 11:05PM 11:11PM 10:20PM 10:29PM 10:37PM 10:44PM 10:48PM 10:55PM 11:03PM 11:11 PM 11:18PM 11:25PM 11:31PM 10:40PM 10:49PM 10:57PM 11:04PM _11:08PM 11:15PM 11:23PM 11:31 PM 11:38PM r1:45PM 11:51 PM 11:10PM1 11:19PM 11:27PM 11:34PM 11:38PM 11:45PM 11:53PM 12:01AM 12:08AM 12:15AM 12:21AM 11:40PM 11:49PM 11:57PM 12:04AM 12:08AM 12:15AM 12:23AM 12:29AM 12:36AM 12:43AM 12:49AM 12:10AM 12:17AM 12:24AM 12:29AM 12:33AM 12:40AM 12:48AM 12:54AM 01:01 AM 01:08AM 01:14AM 01:10AM 01:17AM 01:24AM 01:29AM 01:33AM 01:40AM 01:48AM 01:54AM 02:01AM 02:08AM 02:14AM 02:10AM 02:17AM 02:24AM 02:29AM 02:33AM 02:40AM 02:48AM 02:54AM 03:01 AM 03:08AM 03:14AM 03:17AM 03:24AM 1 03:29AM 03:33AM 03:40AM 03:48AM 03:54AM 04:01AM 04:08AM 04:14AM 03:10AM 04:10AM 04:17AM 04:24AM 04:29AM 04:33AM 04:40AM 04:48AM 04:54AM 05:01AM 05:08AM 05:14AM CLOSE WINDOW • http:l/www.miamidale.gov/transitlroutes/schedule.asp?R1=WEEKDAY%20&R2=Northbound%20%20%2... 8/11/2005 Miami -Dade County - Transit Page 1 of 4 • A COUNTY 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/transit 119 ROUTE S SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND Aventura Mall 185 St & Collins Ave 163 St & Collins Ave 96 St & Harding Ave 69 St & Abbott Ave 41 St & Indian Creek Lincoln Rd & James Ave 17 St & Alton Rd 5 St & Alton Rd Omni Metrd Mover Bus Terminal NE 5 St & Biscayne Blvd CBD Bt Termini 04:29AM 04:35AM 04:42AM 04:50AM 04:58AM 05:06AM 05:12AM 05:15AM 05:20AM 05:26AM 05:30AM 05:34A 04:53AM 04:59AM 05:06AM 05:14AM 05:22AM 05:30AM 05:36AM 05:39AM 05:44AM 05:50AM 05:54AM 05:58A 05:13AM 05:19AM 05:26AM 05:34AM 05:42AM 05:50AM 05:56AM 06:OOAM 06:06AM 06:13AM 06:17AM 06:22A 05:34AM 05:40AM 05:47AM 05:55AM 06:04AM1 06:13AM 06:20AM 06:24AM 06:30AM 06:37AM 06:41AM 06:46A 05:55AM 06:01 AM 06:08AM 06:16AM 06:25AM 06:34AM 06:41AM 06:45AM 06:51AM 06:58AM 07:02AM 07:08A 06:04AM 06:10AM 06:17AM 06:25AM 06:34AM 06:43AM 06:50AM 06:54AM 07:01 AM 07:08AM 07:12AM 07:18A 06:12AM 06:18AM 06:25AM 06:33AM 06:42AM 06:51AM 07:OOAM 07:04AM 07:11AM 07:18AM 07:22AM 07:28A 06:21 AM) 06:27AM 06:34AM 06:42AM 06:51AM 07:01 AM 07:10AM 07:14AM 07:21AM 07:28AM 07:32AM 07:38A 06:30AMM 06:36AM 06:43AM 06:51AM 07:01 AM 07:11AM 07:20AM 07:24AM 07:31AM 07:38AM 07:42AM 07:48A 06:39AM 06:45AM 06:52AM 07:01 AM 07:11AM 07:21AM 07:30AM 07:34AM 07:41AM 07:48AM 07:52AM 07:58A 06:48AM 06:54AM 07:02AM 07:11AM 07:21AM 07:31AM 07:40AM 07:44AM 07:51AM 07:58AM 08:02AM 08:08A 06:58AM 07:04AM 07:12AM 07:21AM 07:31AM 07:41AM 07:50AM 07:54AM 08:01 AM 08:08AM 08:12AM 08:18A 07:13AM 07:21AM 07:30AM 07:40AM 07:50AM 08:OOAM 08:04AM 08:11AM 08:18AM 08:22AM 08:28A 07:07AM 07:17AM 07:23AM 07:31AM 07:40AM 07:50AM 08:OOAM 08:10AM 98:14AM 08:21AM 08:28AM 08:32AM 08:38A 07:27AM 07:33AM 07:41AM 07:50AM 08:OOAM 08:10AM1 08:20AM 08:24AM 08:31AM 08:38AM 08:42AM 08:48A 07:37AM* 07:43AM 07:51AM 08:00AM 08:10AM 08:20AM 08:30AM 08:34AM 08:41AM 08:48AM ' 08:52AM 08:58A 07:45AM 07:51AM 07:59AM 08:08AM ' 08:18AM 08:28AM 08:38AM 08:42AM 08:49AM 08:56AM 09:00AM 09:08A 07:59AM 08:07AM 108:16AM 08:26AM 08:36AM 08:46AM 08:50AM 08:57AM ' 09:06AM 1 09:10AM 09:18A 07:53AM 08:OOAM 08:08AM 08:16AM 08:25AM 08:35AM 08:45AM 08:55AM 08:59AM 09:07AM 09:16AM 09:20AM 09:28A 08:08AM 08:16AM 08:24AM 08:33AM 08:43AM 08:53AM 09:04AM 09:09AM 09:17AM 09:26AM 09:30AM 09:38A 08:17AM 08:25AM 08:33AM 08:42AM 08:52AM 09:03AM 09:14AM 09:19AM 09:27AM 09:36AM 09:40AM 09:48A 08:27AM 08:35AM 08:43AM 08:52AM 09:02AM 09:13AM 09:24AM 09:29AM 09:37AM 09:46AM 09:50AM 09:58A 08:37AM 08:45AM 08:53AM 09:02AM 09:12AM 09:23AM 09:34AM 09:39AM 09:47AM 09:56AM 10:00AM 10:08A 08:47AM 08:55AM 09:03AM 09:12AM 09:22AM 09:33AM 09:44AM 09:49AM 09:57AM 10:06AM 10:10AM 10:18A 08:57AMM 09:05AM 09:13AM 09:22AM 09:32AM 09:43AM 09:54AM 09:59AM 10:07AM 10:16AM 10:20AM 10:28A 09:07AM 09:15AM 09:23AM 09:32AM 09:42AM 09:53AM 10:04AM 10:09AM 10:17AM 10:26AM 10:30AM 10:38A 09:17AM 09:25AM 09:33AM 09:42AM 09:52AM 10:03AM 10:14AM 10:19AM 10:27AM 10:36AM 10:40AM 10:48A 09:27AM 09:35AM 09:43AM 09:52AM f10:02AM 10:13AM 10:24AM 10:29AM 10:37AM L10:46AM 10:50AM 10:58A 09:37AM 09:45AM1 09:53AM 10:02AM 10:12AM 10:23AM 10:34AM 10:39AM 10:47AM r 10:56AM 11:00AM 11:08A 11:10AM 11:18A 09:47AM 09:55AM 10:03AM 10:12AM 10:22AM 10:33AM 10:44AM 10:49AM 10:57AM 1 11:06AM 09:57AM 10:05AM 10:13AM 10:22AM 10:32AM 10:43AM 10:54AM 10:59AM 11:07AM 11:16AM 11:20AM 11:28A 10:07AM 10:15AM 10:23AM 10:32AM 10:42AM 10:53AM 11:04AM 11:09AM 11:17AM 11:26AM 11:30AM 11:38A http:i/www.miamidade. gov/transit/rautes/schedule.asp?R 1=WEEKDAY%©20&R2=Southbound%20%20%2... 8/11/2005 Miami -Dade County - 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`Transit Page 3 of 4 05:58PM 06:06PM 06:16PM 06:25PM 06:36PM 06:47PM 06:58PM 07:03PM 07:11 PM 07:18PM 07:22PM 07:28P 06:09PM 06:17PM 06:27PM 06:36PM 06:47PM 06:58PM 07:09PM 07:13PM 07:21 PM 07:28PM 07:32PM 07:38P 06:20PM 06:28PM 06:38PM 06:47PM 06:58PM 07:09PM 07:19PM 07:23PM 07:31 PM I 07:38PM 07:42PM 07:48P 06:31PM 06:39PM 06:49PM 06:58PM 07:09PM 07:19PM 07:29PM ,07:33PM 07:41PM 07:48PM 07:52PM 07:58P 06:42PM 06:50PM 07:OOPM 07:09PM ,07:19PM 07:29PM 07:39PM 07:43PM 07:51PM 07:58PM 08:02PM 08:08P 06:54PM 07:02PM 07:10PM 07:19PM 07:29PM 07:39PM 07:49PM 07:53PM 08:01 PM 08:08PM 08:12PM 08:18P 07:04PM 07:12PM 07:20PM 07:29PM 07:39PM 07:49PM 07:59PM 08:03PM 08:11 PM 08:18PM 08:22PM 08:28P 07:14PM 07:22PM 07:30PM 07:39PM 07:49PM 07:59PM 08:09PM 08:13PM 08:21PM 08:28PM 08:32PM 08:38P 07:24PM 07:32PM 07:40PM 07:49PM 07:59PM 08:09PM 08:19PM 08:23PM 08:31 PM 08:38PM 08:42PM 08:48P 07:34PM 07:42PM 07:50PM 07:59PM 08:09PM 08:19PM 08:29PM 08:33PM 08:41 PM 08:48PM 08:52PM 08:58P 07:44PM 07:52PM 08:00PM 08:09PM 08:19PM 08:29PM 08:39PM 08:43PM 08:51PM 08:58PM 09:02PM 09:08P 07:54PM 08:02PM' 08:10PM 08:19PM 08:29PM 08:39PM 08:49PM 08:53PM 09:01 PM 09:08PM 09:12PM 09:18P 08:04PM 08:12PM 08:20PM 08:29PM 08:39PM 08:49PM 08:59PM 09:03PM 09:11PM 09:18PM 09:22PM 09:28P 08:14PM 08:22PM 08:30PM 08:39PM 08:49PM 08:59PM 09:09PM 09:13PM 09:21PM 09:28PM 09:32PM 09:38P 08:24PM 08:32PM 08:40PM 08:49PM 08:59PM 09:09PM 09:19PM 09:23PM` 09:31 PM 09:38PM 09:42PM 09:48P 08:34PM 08:42PM 08:50PM 08:59PM 09:09PM 09:19PM 09:29PM 09:33PM 09:41 PM 09:48PM 09:52PM 09:58P 08:45PM 08:53PM 09:01 PM 09:10PM 09:20PM 09:30PM 09:40PM 09:44PM 09:52PM 09:59PM 10:03PM 10:08P 08:55PM 09:03PM 09:11PM 09:20PM 09:30PM 09:40PM 09:50PM 09:54PM 10:02PM 10:09PM 10:13PM 10:18P 09:06PM '09:14PM 09:22PM 09:31PM 109:41 PM 09:51PM 10:01PM 10:04PM 10:09PM 10:16PM 10:20PM 10:25P 09:21PM 09:29PM 09:37PM 09:46PM 09:56PM 10:06PM 10:14PM 10:17PM 10:22PM 10:29PM 10:33PM 10:38P 09:40PM 09:48PM 09:56PM 10:05PM 10:14PM 10:23PM 10:31 PM 10:34PM 10:39PM 10:46PM 10:50PM 10:55P 10:OOPM 10:07PM 10:15PM 10:23PM 10:32PM 10:41 PM 10:49PM 10:52PM 10:57PM 11:04PM 11:08PM 11:13P 10:19PM 10:26PM 10:34PM` 10:42PM 10:51 PM 11:OOPM 11:08PM 11:11 PM 11:16PM 11:23PM 11:27PM 11:32P 10:42PM 10:49PM 10:57PM 11:05PM 11:14PM 11:23PM 11:31PM 11:34PM 11:39PM 11:46PM 11:50PM 11:55P 11:05PM 11:12PM 11:20PM 11:28PM 11:37PM 11:46PM 11:54PM 11:57PM 12:02AM 12:08AM 12:12AM 12:16A —12:12AM 11:25PM 11:32PM 11:40PM 11:48PM 11:57PM 12:06AM 12:15AM 12:20AM l' 12:26AM 12:30AM 12:34A 11:48PM 11:55PM 12:03AM 12:11 AM 12:19AM 12:27AM 12:33AM 12:36AM 12:41 AM 12:47AM 12:51AM 12:55A 12:50AM 12:56AM 01:03AM 01:11AM 01:19AM 01:27AM 01:33AM 01:36AM 01:41AM 01:47AM 01:51AM , 02:55A 02:50AM 02:56AM 03:03AM 03:11 AM- 03:19AM 03:27AM 03:33AM 03:36AM 03:41AM 03:47AM 03:51AM 03:55A 03:50AM 03:56AM 04:03AM 04:11AM 04:19AM 04:27AM 04:33AM 04:36AM 04:41AM 04:47AM 04:51AM 04:55A CLOSEWINDOW • H 1,,D , lttp://www.miamidade.gov/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Southbound%20%20%2... 8/ 11 /2005 1-395 NW 6 St. NW5St. NW 4 St. NW 3 St. GOVERNME CENT STA NW St. W. FIa.ler St. SW 1 St. SW 2 St. SW 3 St. SW 8 St SW9St. NW 16 St. NW 15 St. NW 14 St. NW 10 St 1.11 ?:E5St. SW 10 St SW 11 St SW 12 St.; �F. SW 13 St. SW 14 St. m OMNI N I •N R ATION OLLEGE/BAY IE NE 2 St. RWALK TON FTH STREET ATiON r€rrt tteacn: VENETIAN CAUSEWAY MacARTHtJR PORT BOULEVARD LEGEND Omni Loop - Bnckell Loop Downtown Loop Metrorail .. Last Transfer Station to Omni Loop .. Last Transfer Station to Stickel! Loop Transfer Station between Omni, Downtown, and Stickel! Loops Transfer Station to Metrorail . . Station featuring .' Art En Route �0 Ssocir.) t Miami -Dade County - Transit Page 1 of r Transit *arch Transit - Horne Online Services Trip Planner B y a Metropass Paratransit Confirmation/Cancellation Job Search 1 Ride Guides ) Route Schedules Jr Maps and Stations Fares How to Ride 1 Special Services ilkccessible Services Art En Route Airport Connections Bike & Ride Metrobus Park & Ride South Miami -Dade Busway. pecial Event Park & Ride Service Tours Transit Service Centers Business Opportunities Disadvantaged Business Enterprise Citizens' Independent Trans.poriati2n Trust Joint Development PTP Opportunities (half -penny tax) •ansitAdve r1.i .. ng ransit Business Plan Transit Technology Strategy -0 Resident Visitor Business EEmployee Hours of Operation Metromover's inner and outer loops run from 5 a.m. to midnight on weekdays, Saturday, and Sunday. The outer loop serving Brickell and Omni operates as one continuous loop from 7 p.m. to midnight seven days a week. Trains arrive every 90 seconds during rush hours and every three minutes during off-peak hours. Cons Customer (In English, 305-77( South of StrE 305-891 Try U (deaf, h. heari 305-65z Monday 6 a.m. to Week• 9 a.m. tc Transit D Carnph Conc Comm Sugge:. Paratr Comment/ Lost and MorE Res( News R( Publict. Rep Fac Abo! Transit f http://www.miamidade.gov/transit/hours.asp 8/11/2005 Route T Legend Weekend Only Q - Limited Stop NE 38 St NE 36 St NE29Sti NE 19 St Julia Tuttle Cswy Toll BootC.? h HAULOVER PARK MARINA BAL > HARBOUR rn •c Evening & Weekend Short Turn MIAMI BEACH • Government Center Metrorail Station Downtown Bus Terminal m >10 ?)¢3 in NE17Tarr �� NE14St > — ¢ w — ui OMNI 0 mom*z Omni Bus Terminal [�] NE4St MDCC Downtown Campus Flagier St SW/SE 1 St 72 St J 96 St cSURFSIDE 0 U North Map not to scale Miami -Dade County - Transit Page 1 of 2 • • • couNTy 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.rn. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.govltransit 120 ROUTE T SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND CBD Bus Omni Metro NE 36 St & 41 St 69 St 72 St 96 St Haulover Terminal Mover Bus Biscayne & Collins & Collins & Collins & Collins Marina Terminal Blvd Ave Ave Ave Ave 05:00AM 05:30AM 05:50AM 06:10AM 06:30AM 06:50AM, 07:00AM 07:22AM 07:42AM 08:02AM 08:26AM 08:47AM 09:09AM 09:29AM 09:49AM 10:19AM 10:49AM 11:19AM 11:49AM 12:19PM 12:49PM 01:19PM 01:49PM 02:19PM 02:49PM 03:19PM 03:44P 03:59PM 04:17PM 05:07AM 05:37AM 05:57AM 06:19AM 06:39AM 06:59AM 07:10AM 07:32AM 07:52AM 08:12AM 08:36AM 08:57AM 09:19AM 09:39AM 09:59AM 10:29AM 10:59AM 11:29AM 11:59AM 12:29PM 12:59PM 01:29PM 01:59PM 02:29PM 02:59PM 03:29PM 03:54PM 04:09PM 04:27PM 05:12AM 05:42AM 06:03AM 06:25AM 06:45AM 07:05AM 07:16AM 07:38AM 07:58AM 08:18AM 08:42AM 09:03AM 09:25AM 09:45AM 10:05AM 10:35AM 11:05AM 11:35AM 12:05PM 12:35PM 01:05PM 01:35PM 02:05PM 02:35PM 03:O6PM 03:36PM 04:01 PM 04:16PM 04:34PM 05:22AM 05:52AM 06:13AM 06:35AM 06:55AM 07:17AM 07:28AM 07:50AM 08:10AM 08:30AM 08:54AM 09:17AM 09:39AM 09:59AM 10:19AM 10:49AM 11:19AM 11:49AM 12:19PM 12:49PM 01:19PM ,01:49PV 02:19PM 02:49PM 03:18PM 03:48PM 04:13PM 04:28PM 04:46PM 05:30AM 06:02AM 06:23AM 06:45AM 07:05AM 07:27AM 07:38AM 08:OOAM 08:20AM 08:40AM 09:04AM 09:27AM 09:49AM 10:09AM 10:29AM 10:59AM 11:29AM 11:59AM 12:29PM 12:59PM' 01:29PM 01:59PM 02:29PM 02:59PM 05:31AM 06:03AM 06:24AM 06:46AM 07:06AM 07:28AM 07:39AM 08:01 AM 08:21AM 08:41 AM 09:05AM 09:28AM 09:50AM 10:10AM 10:30AM 11:00AM 11:30AM 12:OOPM 12:30PM 01:OOPM 01:30PM 02:OOPM 02:30PMj 03:00PM 03:28PM103 �PM1 05:35AM 06:09AM 06:30AM 06:52AM 07:12AM 07:34AM 07:45AM 08:08AM 08:28AM 08:48AM 09:12AM 09:35AM 09:57AM 10:17AM `10:37AM 11:07AM 11:37AM 12:07PM 2:37PM 01:07PM 01:37PM '02:07PM 02:37PM 03:07PM 03:36PM 03:58PIV •3: y1'N )4:06PM 04:23PN 14:24PP 34:31 PM 04:38PI1 14:39P' 04:46PM 04:56PN )4:57P 5:04PM 05:39AM 06:13AM 06:34AM 06:56AM 07:17AM ,07:39AM 07:50AM 08:13AM 08:33AM 08:53AM 09:18AM 09:41 AM 10:03AM 10:23AM 10:43AM 11:13AM 11:43AM 12:13PM 2:43PM 01:13PM 01:43PM 02:13PM 02:43PM 03:12PM 03:41PM 04:11PM 04:36PM 04:51 PM 05:09PM a, J y1` http://www.miamidade.gov/transitlroutes/schedule.asp?R 1=WEEKDAY%20&R2=Northb... 8/25/2005 Miami -Dade County - Transit Page 2 of 2 04:38PM 04:48PM 04:55PM ° 05:07PMl 05:17PM 05:18PMj 05:25PM I05:30PM1 04:58PN1 05:08PM 05:15PM 05:27PM 05:37PM 05:38PM [05:45PM 05:50PM 05:18P v1 05:28PM I05:35PM 05:47PM 05:57PM 05:58PM 06:05PM 06:10PM 05:38PN 05:48PM 05:55PM 06:07PM 06:17PM 06:18PM 06:25PM 06:30PM 05:58PM 06 08PP 06:15PM 06:27PM 06:37PM 06:38PM 06:45PM 06:50PM 06:16PMM 06:26PM 06:33PM 06:45PM 06:55PM 06:56PM 07:03PM 07:08PM 06:35PM 06:45PM 06:52PM 07:04PM 07:13PM 07:14PM 07:20PM 07:25PM 07:03PM 07:12PM 07:18PM 07:29PM 07:38PM 07:39PM 07:45PM 07:50PM 07:33PM 07:42PM 07:48PM 07:59PM 08:08PM 08:09PM 08:15PM 08:20PM 08:03PM 08:12PM 08:18PM 08:29PM 08:38PM 08:39PM 08:45PM 08:50PM 09:03PM 09:12PM 09:18PM 09:29PM 09:38PM 09:39PM : : CLOSE WINDOW hap://www. rni ami dale. go v/trans i t/route s/schedule. asp?R 1=WEEKDAY %20&R2=N orthb... 8/25/2005 . Miami -Dade County - Transit Page 1 of 2 • • • 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.rniamidade.gov/transit 120 ROUTE T SCHEDULE SERVICE: WEEKDAY Haulover Marina 06:09AM 06:29AM 06:47AM 07:06AM 07:30AM 07:51 AM 08:11 AM 08:30AM 08:50AM 09:20AM 09:50AM 10:20AM 10:50AM 11:20AM 11:50AM 12:20PM 12:50PM 01:20PM 01:50PM 02:20PM 02:45PM 03:00PM 03:20PM 03:40PM 04:OOPM 04:20PM 04:40PM 05:00PM 05:20PM 96 St & Harding Ave 06:14AM 06:34AM 06:52AM 07:12AM 07:36AM 07:57AM 08:17AM 08:36AM 08:56AM , 09:26AM 09:56AM 10:26AM 10:56AM 11:26AM 11:56AM 12:26PM 12:56PM 01:26PM 01:56PM 02:26PM 02:51 PM 03:06PM 03:26PM 03:46PM 04:06PM 04:26PM 04:46PM 05:06PM 05:26PM DIRECTION: SOUTHBOUND 69 St 41 St & NE 36 St & Omni Metro CBD Bus & Abbott Indian Biscayne Mover Bus Terminal Ave Creek Blvd Terminal 06:22AM 06:42AM 07:01 AM 07:21 AM 07:45AM 08:06AM 08:26AM 08:45AM '09:05AM 09:35AM 10:05AM 10:35AMJ 11:05AM 11:35AM 12:05PM 12:35PM 01:05PM 01:35PM 02:05PM 02:35PM 03:00PM 03:15PM 03:35PM 03:55PM 04:15PM 04:35PM 04:55PM 06:31 AM 06:51 AM 07:11AM 07:31 AM 07:55AM 08:16AM 08:36AM 08:55AM 09:15AM [09:45AM 10:15AM 10:45AM 11:15AM 11:45AM 12:15PM 12:45PM 01:15PM 01:45PM 02:15PM 02:45PM 03:10PM 03:25PM 03:45PM 04:05PM 04:25PM 04:45PM 05:05P 06:42AM 07:04AM 07:24AM 07:44AM 08:O8AM 08:29AM 08:49AM 09:09AM 09:29AM 09:59AM 10:29AM 10:59AM 11:29AM 11:59AM 12:29PM 2:59P 01:29PM 01:59PM 02:29PM 02:59PM 03:24PM 03:39P 06:48AM 07:10AM 07:30AM 07:50AM 08:14AM 08:35AM 08:55AM 09:15AM 09:35AM 10:05AM 10:35AM 11:05AM 11:35AM 12:05PM I 12:35PM 01:05PM 01:35PM 02:05 P M 02:35PM 03:05PM 03:30PM 03:45P 03:59PM 04:18PM 04:38P 04:58PM 04:05PM 04:24PM F: 04:44PM 05:04PM 05:24PM 06:58AM 07:20AM 07:40AM 08:00AM 08:24AM 08:45AM 09:07AM 09:27AM 09:47AM 10:17AM 10:47AM 11:17AM 11:47AM 12:17PM 12:47PM 01:17PM 01:47PM 02:17PM 02:47PM 03:17PM 03:42PM 03:57PM 04:17PM 04:36PM 04:56PM 05:16PM 05:36PM 05:15PM 05:25PM 05:38PM 05:44PM 05:56PM 05:35PM 05:45PM 05:58PM i 06:04PM 06:14PM http://www. miamidade. gov/transit/routes/schedule. asp?R 1=WFFKDA Y%20&R2=Southb... 8/25/2005 Miami -Dade County - Transit Page 2 of 2 • • • 05:40PM]`05:46PM II05:55PMij06:O5PMJ[ 06:17PM 06:10PM 106:25PM 06:40PM 07:10PM 07:40PM 08:10PM 08:40PM 09:10PM 06:15PM 1_06:30PM 06:45PM 07:15PM 07:45PM 08:15PM 08:45PM 09:15PM 06:23PM 06:38PM 06:53PM 07:23PM 07:53PM 08:23PM 08:53PM 09:23PM 09:43PM 06:33PM 06:48PM 07:03PM` 07:33PM 08:03PM 08:33PM 09:03PM 09:33PM 09:53PM 06:45PM [07:OOPM 07:15PM 07:45PM 08:15PM 08:45PM 09:15PM 09:45PM 10:05PM 06:23PM I06:33PM1 06:51 PM 07:06PM 07:21 PM 07:51 PM 08:21 PM 08:51 PM 09:21 PM 09:51 PM 10:11PM 07:01 PM 07:16PM 07:31 PM 08:01 PM 08:31 PM 09:01 PM 09:31PM 10:01 PM 10:20PM CLOSE WINDOW http://www.miamidade.gov/transitlroutes/schedule. asp?R 1=WEEKDAY%20&R2=Southb. 8/25/2005 • • • Ridership Data • • • Route 3 Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 11/22/2004 1704 24 NB 38 15 53 Friday 8/27/2004 1626 21 SB 38 15 53 Monday 3/10/2003 1747 31 SB 43 20 63 Monday 11/8/2004 1540 45 NB 43 20 63 Average Per Direction Ridership Capacity NB 35 58 SB 26 58 • • • Route 6 Day Date Time Number of Passengers 1 Direction Seats Standees Capacity Tuesday 3/22/2005 1619 5 NB 26 15 41 Friday 10/10/2003 1721 2 NB 26 15 41 Tuesday 11/5/2002 1747 1 NB 26 15 41 Wednesday 2/12/2003 1718 1 NB 26 15 41 Average Per Direction Ridership Capacity NB 2 41 SB #DIV/O! #DIV/0! • • • Route 9 Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 5/25/2005 1721 6 SB 38 15 53 Wednesday 5/25/2005 1747 11 NB 38 15 53 Monday 1/3/2005 1625 36 SB 38 15 53 Monday 3/22/2004 1737 11 SB 38 15 53 Monday 6/30/2003 1708 13 SB 46 20 66 Monday 6/30/2003 1730 31 NB 46 20 66 Wednesday 7/2/2003 1732 4 SB 42 20 62 Wednesday 7/2/2003 1757 16 NB 42 20 62 Friday 7/18/2003 1635 17 NB 42 20 62 Wednesday 12/17/2003 1740 11 SB 38 15 53 Thursday 12/18/2003 1742 2 SB 38 15 53 Tuesday 2/4/2003 1712 13 SB 46 20 66 Monday 3/3/2003 I631 14 SB 43 20 63 Monday 3/29/2004 1655 11 SB 43 20 63 Monday 3/29/2004 1716 8 NB 43 20 63 Thursday 3/4/2004 1621 20 SB 38 15 53 Average Per Direction Ridership Capacity NB 17 61 SB 13 58 • • • Route 10 Day Date Time Number of Passengers Direction Seats Standees ` Capacity Tuesday 6/21/2005 1559 4 SB 38 15 53 Wednesday 1/5/2005 1522 9 NB 38 15 53 Thursday 12/30/2004 1514 9 SB 42 20 62 Thursday 12/30/2004 1528 8 NB 42 20 62 Monday 4/14/2003 1604 23 SB 43 20 63 Monday 4/14/2003 1621 37 NB 43 20 63 Average Per Direction Ridership Capacity NB 18 59 SB 12 59 • • • Route 16 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 5/31/2005 1624 12 SB 38 15 53 Tuesday 5/31/2005 1653 19 NB 38 15 53 Thursday 4/15/2004 1603 4 NB 38 15 53 Wednesday 6/4/2003 1559 21 NB 43 20 63 Friday 1/3/2003 1640 7 SB 38 15 53 Friday 2/7/2003 1536 28 SB 38 15 53 Wednesday 12/10/2003 1524 9 SB 38 15 53 Average Per Direction Ridership Capacity NB 15 56 SB 14 53 • • • Flagger Max 51 Day Date Time Number of Passengers Direction Seats Standees Capacity Thursday 6/23/2005 1735 16 EB 38 15 53 Wednesday 3/30/2005 1739 12 EB 38 15 53 Monday 4/11/2005 1603 29 EB 38 15 53 Monday 4/11/2005 1658 14 WB 38 15 53 Tuesday 2/25/2003 1503 20 WB 38 15 53 Tuesday 2/25/2003 1744 22 EB 38 15 53 Average Per Direction Ridership Capacity EB 14 53 WB 17 53 • • • Biscayne Max 93 Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 7/11/2005 1554 15 SB 38 15 53 Monday 7/11/2005 1617 9 NB 38 15 53 Friday 12/27/2002 1554 4 NB 42 20 62 Friday 12/27/2002 1755 14 SB 42 20 62 Monday 6/7/2004 1607 20 SB 38 15 53 Wednesday 9/17/2003 1605 7 SB 42 20 62 Wednesday 9/17/2003 1625 19 NB 42 20 62 Wednesday 6/11/2003 1737 9 SB 43 20 63 Wednesday 6/11/2003 1755 7 NB 43 20 63 Average Per Direction Ridership Capacity NB 10 60 SB 13 59 • • • Route 95 Civic Center Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 3/18/2003 _ 1651 0 NB 38 15 53 Average Per Direction Ridership Capacity NB 0 53 SB #DIV/O! #DIV/0! • • • Route 103 C Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 1/13/2004 1628 10 SB 38 15 53 Tuesday 1/13/2004 1650 5 NB 38 15 53 Wednesday 10/6/2004 1729 36 SB 42 20 62 Tuesday 1/6/2004 1628 56 NB 38 15 53 Wednesday 6/18/2003 1613 31 NB 43 20 63 Wednesday 6/18/2003 1801 17 SB 43 20 63 Average Per Direction Ridership Capacity NB 31 56 SB 21 59 • • • Route 111 Day Date Time Number of Passengers Direction Seats Standees Capacity Monday 5/5/2003 1756 16 SB 38 15 53 Monday 8/9/2004 1714 16 SB 38 15 53 Monday 8/9/2004 1740 27 NB 38 15 53 Friday 7/9/2004 1616 13 SB 38 15 53 Friday 7/9/2004 1644 27 NB 38 15 53 Tuesday 8/12/2003 1624 26 NB 38 15 53 Average Per Direction Ridership Capacity NB 27 53 SB 15 53 • • • Route 119 S Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 7/6/2005 1733 5 SB 74 20 94 Wednesday 7/6/2005 1440 65 NB 74 20 94 Average Per Direction Ridership Capacity NB 65 94 SB 5 94 • • • Metromover Day Date Time Number of Passengers Direction Seats Standees Capacity Thursday 12/9/2004 1555 24 WB 55 20 75 Thursday 12/9/2004 1618 15 WB 55 20 75 Wednesday 2/9/2005 1725 28 WB 55 20 75 Wednesday 2/9/2005 1752 6 WB 55 20 75 Wednesday 3/23/2005 1633 9 WB 55 20 75 Wednesday 3/23/2005 1657 14 WB 55 20 75 Wednesday 3/23/2005 1701 I3 WB 55 20 75 Wednesday 3/23/2005 1726 8 WB 55 20 75 Wednesday 3/23/2005 1729 26 WB 55 20 75 Wednesday 3/23/2005 1753 14 WB 55 20 75 Tuesday 7/19/2005 1606 12 WB 55 20 75 Thursday 6/9/2005 1606 14 WB 55 20 75 Thursday 6/9/2005 1610 34 WB 55 20 75 Thursday 6/9/2005 1634 11 WB 55 20 75 Thursday 6/9/2005 1638 20 WB 55 20 75 Thursday 6/9/2005 1702 18 WB 55 20 75 Wednesday 8/3/2005 1753 31 WB 55 20 75 Tuesday 7/12/2005 1707 37 WB 55 20 75 Tuesday 7/12/2005 1732 8 WB 55 20 75 Tuesday 7/12/2005 1737 27 WB 55 20 75 Tuesday 7/12/2005 1800 15 WB 55 20 75 Monday 6/27/2005 1651 16 WB 55 20 75 Monday 6/27/2005 1714 14 WB 55 20 75 Monday 6/27/2005 1718 12 WB 55 20 75 Monday 6/27/2005 1743 9 WB 55 20 75 Average Per Direction Ridership Capacity EB #DIV/0! #DIV/0! WB 17 75 • • • Route T Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 4/9/2003 1710 19 NB 38 15 53 Thursday 4/10/2003 1624 17 SB 43 20 63 Thursday 4/10/2003 1651 10 NB 38 15 53 Average Per Direction Ridership Capacity NB 15 53 SB 17 63 • • • Summary Route NB/EB/CLOCKWISE SB/WB/COUNTER CLOCKWISE Average Ridership Average Capacity Average Ridership Average Capacity Route 3 35 58 26 58 Route 6 2 41 0 0 Route 9 17 61 13 58 Route 10 18 59 12 59 Route 16 15 56 14 53 Flagger Max 51 14 53 17 53 Biscayne MAX 93 Route 95 10 60 13 59 0 53 0 0 Route 103 31 56 21 59 Route 111 27 53 15 53 Route 119 65 94 5 94 Metromover 0 0 17 75 Route T 15 53 17 63 Total Ridership 1 249 , _ .... :� 170 I I • APPENDIX E: Existing Conditions (2005) SYNCHRO 6.0 Outputs • 7: 1395 EB off -ramp & NE 2 Avenue HCM Signalized Intersection Capacity Analysis - A-z-7'-‘54175210-: Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 Lane Util. Factor 1_00 1.00 Frt 1.00 0.85 Fit Protected 1.00 1.00 Satd. Flow (prot) 1863 1583 Flt Permitted 1.00 1.00 Satd. Flow (perm) 1863 1583 Volume (vph) 0 285 427 0 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 303 454 0 RTOR Reduction (vph) 0 0 0 0 Lane Group Flow (vph) 0 303 454 Turn Type Free Protected Phases 4 Permitted Phases Free Actuated Green, G (s) 21.6 100.0 Effective Green, g (s) 22.6 100.0 Actuated g/C Ratio 023 1.00 Clearance Time (s) 5.0 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 421 1583 vis Ratio Prot c0.16 v/s Ratio Perm ,7** + tr 35.8 0.0 Progression Factor 1.00 1.00 Incremental Delay, d2 5.8 0.5 Delay (s) 41.6 0.5 Level of Service D A Approach Delay (s) 16.9 Approach LOS oST HCM Average Control Delay 12.7 HCM.Volume to Capacity ratio 0.39 Actuated Cycle Length (s) 100.0 intersection Capacity Utilization 33.4°k ICU Level of Service Analysis Period (min) 15 c Critical Lane Group 2005 PM Peak Hour Marquis West 4\ t \o• gi4 0 0 0 0 0 3 0.94 0.94 0.94 0.94 0.94 0.94 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 Perm 4+ 1900 1900 1900• 1900 1900 1900 1900 1900 4.0 0.95 1.00 1.00 3538 1.00 3538 423 0 0.94 0.94 450 0 0 0 453 0 6 67.4 69.4 0 69 6.0 3.0 2455 c0.29 v/c Ratio 0.72 0.29 Uniform Delay, di 0.0 A HCM Level of Service Sum of lost time (s) 0.0 A 4.0 A 0.13 0.18 5.4 1.00 0.2 5.5 A 5.5 A • 9/7/2005 G:10426810001Calcs\SynchrotExisting1.2005 PM Peak.sy7 Kimley-Horn and Associates, Inc. • 2005 PM Peak Hour Marquis West 7: 1395 EB off -ramp & NE 2 Avenue Timings Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases 4 6 Minimum initial (s) 4.0 4.0 Minimum Split (s) 21.0 22.0 Total Split (s) 34.0 0.0 66.0 Total Split (%) 34.0% 0.0% 66.0% Yellow Time (s) 4.0 4.0 AIL -Red Time (s) 1.0 2.0 Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue', Delay Total Delay LOS Approach Delay Approach LOS B 285 +It 427 423 Free Free 6 None C-Max 22.6 1000. .69.4 0.23 1.00 0.69 0.72 0.29 0.18 38.6 0.5 6.3 0.0 38.6 0.5 . , . 6.3 D A .A 15.8 Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 6SBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 12.2 Intersection Capacity Utilization 33.4% Analysis Period (min) 15 6.3 Intersection LOS:: B ICU Level of Service A Splits and Phases: 7: 1395 EB off -ramp & NE 2 Avenue 9 04 • 10/17/2005 G:\0426810001CalcsiSynchro\Existing\2005 PM Peak.sy7 Kimsey -Horn and Associates, Inc. • 19: NE 11 Ter & NE 2 Avenue HCM Signalized Intersection Capacity Analysis 2005 PM Peak Hour Marquis West Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (pros) Fit Permitted Satd. Flow (perm) Volume (vph) <0 Peak -hour factor, PHF 0.90 Adj. Flow (vph) 0 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Tura Type Protected Phases Permitted Phases 4 Actuated Green, G (s) 21.6 21.6 Effective Green, g (s) 22.6 22.6 Actuated g/C Ratio 0.23 0.23 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) 3.0 3.0 Lane Grp Cap (vph) 421 358 Ws Ratio Prot 0.11 v/s Ratio Perm c0.12 v/c Ratio 0.48 0.51 Uniform Delay, d1 33.6 33.9 Progression Factor 1.00 1.00 Incremental Delay, d2 0.9 1.2 Delay (s) 34.5 35.1 Level of Service C D Approach Delay (s) Approach LOS 6178107701*. 1900 HCM Average Control Delay HCM: Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 1900 1900, 4.0 4.0 1.00 1.00 1.00 0.85 1.00 ..:1.00 1863 1583 1.00 1.00 1863 1583 184 290 0 0.90 0.90 0.90 204 322 0 0 139 0 204 183 0 Perm 4 9 14.6 0.33 100,0 41.1% 15 900. 900. 1900 .`1900: 900 1900 900 0 0 0 0 0 80 0.90 0.90 0.90 0.90 0.90 0.90 0 0 0 0:' 0' 89 0 0 0 0 0 0 0 0 0 :. 0 0. 0 932 0 Perm 1900 0.0 A HCM Level of Service Sum of lost time (s) ICU Level of Service 0.0 A 8.0 A' 1900 4.0 0.91 1.00 1.00 5061 1.00 5061 768 0 0.90 0.90 853 0 10 0 6.' 67.4 69.4 0.69 6.0 3.0 3512 0.18 0.27 5.7 0.54 0.2 3.3 A 3,3 A • 9/7/2005 G:10426810001Calcs\Synchro\Existing12005 PM Peak.sy7 Kimley-Horn and Associates, Inc. • • 19: NE 11 Ter & NE 2 Avenue Timings 2005 PM Peak Hour Marquis West Wee r690 „„ Lane Configurations Volume (vph) 184 Turn Type Protected Phases 4 Permitted Phases Detector Phases 4i 4 6 Minimum Initial (s) 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 22.0 Total Split (s) 34.0 34.0 66.0 Total Split (%) 34.0% 34 0% 66,0p/0 Yellow Time (s) 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 2.0 Lead/Lag Lead -Lag Optimize? Recall Mode None Act Effct Green (s) 226 Actuated g/C Ratio 0.23 vlc Ratio 0.48 Control Delay 34.3 Queue Delay 00 Total Delay 34.3 LOS C Approach Delay 24.0 Approach LOS C cycle Length:100 Actuated Gycle Length: 100 Offset: 0 .(0%):Referenced.tO:phase :6:SBTL;::$tart of Green r 411 290 768 Perm 6 None C-Max 22.6 69.4 0.23 0.69 0.65 0.27 17.5 3.5 0.0 0.4 17.5 3.9 B A 3.9 A Natural Cycle: 45 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 11.1 Intersection Capacity Utilization 41.1% Analysis Period (rlin) 15 Splits and Phases: 19: NE 11 Ter & NE 2 Avenue Intersection LOS: B ICU Level of Service A n7 04 • 10/17/2005 G:\042681000\Calcs\Synchro\Existing\2005 PM Peak.sy7 Kimley-Horn and Associates, Inc. • 12: NE 11 Ter & US 1/Biscayne Blvd HCM Signalized Intersection Capacity Analysis Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane UM, Factor Frt Fit Protected Satd. Flow (prot) F1t Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF 0.95 Adj. Flow (vph):? 421 RTOR Reduction (vph) 0 Lane Group .Flow`(vph) 421 Turn Type custom Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) vfs RatioProt Ws Ratio Perm v!c Ratio ` Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS 1900 4.0 0.97 1.00 095 `. 3433 095... 3433 400 4 14.9 15.9 0.20 5.0 30 691 0.12 0.61 28.7 1.00 1.5 30.3 ... 900 1900 4.0 1.00 0.85 1.00 1583 100 1583 0 .55 0.95 0.95 0 58 0 46 0 12 custom 29.7 4 14.9> 15.9 020'. 5.0 30 319 0.01 0.04 25.4 100 0.0 25.4 C 900 0 0 0': 095 0.95 0.95 0 0 0 0 0 0 0 0 0:;. 0.0 A 4\ 900 1900: 1900 1900 4.0 0.91 1.00 1.00 5085 1.00 5085 0 915 0.95 0.95 0 `:...963 0 0 0 963 2 2005 PM Peak Hour Marquis West 1900 "i 900 4.0 1.00 0.85 1.00: 1583 1..00 1583 759 0 0.95 0.95 799; 0 0 799' 0 882 Free 1900.1900 4.0 0.91 1.00 1.00 5085 1.00 5085 838 0.95 882 0 0.95 0 0 0 6 Free 54.1 79.0 541 55.1 79.0 55.1 0.70 1.00' 0.70 5.0 5.0 3.0 30 3547 1583 3547 0.19 0.17 c0.50 0.27 0.50:' 0.25 4.5 0.0 4.4 1.00 1.00.'. 1.00 0.2 1.2 0.2 4.6' 1.2 4.5 A A A 3.1 4.5 A A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) intersection. Capacity .Utilization Analysis Period (min) c ::Critical Lane Group 7.6 0.50'. 79.0 35.8% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service '. A 0.0 A 110 9/7/2005 G:\042681000\Calcs\Synchro\Existing12005 PM Peak.sy7 Kimley-Horn and Associates, Inc. • 12: NE 11 Ter & US 1/Biscayne Blvd Timings 2005 PM Peak Hour Marquis West Lane Configurations 11 p' ft+ If ff+ Volume (vph) 400 55 915 759 838 Turn Type custom custom Free Protected Phases 2 6 Permitted Phases 4 4 Free Detector Phases 4 4 2 6 Minimum initial (s) 4.0 4.0 4.0 4.0 Minimum Split (s) 21.0 21.0 21.0 21.0 Total Split (s) 56.0 56.0 59.0 0.0 59.0 Total Split (%) 48.7% 48.7% 51.3% 0.0% 51.3% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None Max Act Ef€ct' Green (s) 15.9 15.9 55.1 79.0 Actuated g/C Ratio 0.20 0.20 0.70 1.00 \+lc Ratio 0.61 0.16 0.27 0.50 Control Delay 29.0 7.8 5.0 1.2 Queue Delay 0.0 0.0 0.5 0.0. Total Delay 29.0 7.8 5.6 1.2 LOS C A A A Approach Delay 3.6 Approach LOS A A d Cycle Length: 115 Actuated Cycle Length: 79 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.61 Intersection Signal Delay: 7.5 Intersection Capacity Utilization 35.8% Analysis Period (min) 15 Max 55.1::'. 0.70 0.25 4.9 0.0 4.9 A 4.9 Intersection LOS: A ICU Level of Service A Splits and Phases: 12: NE 11 Ter & US 1/Biscayne Blvd a2 04 • 10/17/2005 G:\042681000\Calcs\Synchro\Existing\2005 PM Peak.sy7 Kimley-Horn and Associates, Inc. • • • 16: NE 11 Street & NE 1 Avenue HCM Signalized Intersection Capacity Analysis 11t. Lane Configurations ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot Fit Permitted Satd. Flow (perm) 41+ 1900 :r<1900 1900 11900 : 1900 4.0 0.95 0.88 1.00.' 3115 1.00 3115 k. 4\ 2005 PM Peak Hour Marquis West d 900. ' 1900 : 1900.:' 1900 1900 1900 1900 4.0 0.91 1.00 1.)0 5083 1.00 5083 Volume (vph) Peak -hour factor, PHF 0.95 Adj. Flow (vph) 0 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 0 0 : 0 0 0.95 0.95 0.95 0 0 0 0 0 0 134 532 20 0.95 0.95 0.95 141 560 21 21 0 0 680 0 0 1810 0 0.95 0.95 1905.. 1. 1925 0 0 0 0.95 0.95 0.95 0 0 0 0 0 0 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Lane Grp Cap (vph) v/s v/s Ratio Prot vls Ratio Perm vtc Ratio Uniform Delay, d 1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS `< HCM Average Control Delay' HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) 15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. c ` Critical Lane Group 0.0 21.0,. 22.0 0.22 5.0 685 ` c0.22 1.49dr 38.9:.: 1.00 32.6 71.6 E 71.6 E' 24.8 0.65 1.000 63.0% Perm HCM Level of Service. Surn of: lost :time :(s) ICU Level of Service 69.0, 70.0 0.70''- 5.0 3558 0.38 0.54 72 1.00 0.6 7.8 A 7.8 A 8.0 0.0 9/7/2005 G:10426810001Calcs\SynchrolExisting12005 PM Peak.sy7 Kimley-Horn and Associates, Inc. 16: NE 11 Street & NE 1 Avenue Timings 2005 PM Peak Hour Marquis West t ikTegesx,27"--- Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (spa) Yellow Time (s) All-RedTime (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct'.Green (s) Actuated g/C Ratio v/c: Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LQS::>, 4+' 134 :1810 8 2 4.0 4.0 21..0 21.0 26.0 74.0 26'.0% 70% 4.0 4.0 1.0 ;'1.0 Max Max 22.0 70.0 0.22 0.70 149dr 0.54 70.7 7.9 Oq '00 70.7 7.9 E A' 70.7 7.9 E A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0(0%),'Referenced .to phase 2.NBTL, Start of Green Natural Cycle: 50 Control Type:. Pretimed Maximum v/c Ratio: 0.99 Intersection Signal Delay: 24.7 Intersection Capacity Utilization 63.0% Analysis Period (min) 15 dr Defecto Right Lane. Recode with 1 though lane as a right lane. Intersection LOS: C ICU Level of Service B Splits and Phases: 16: NE 11 Street & NE 1 Avenue t 02 08 10/17/2005 G:t042681000\Calcs\Synchro\Existing12005 PM Peak.sy7 Kimley-Horn and Associates, Inc. 1: NE 11 Street & US 1/Biscayne Blvd HCM Signalized Intersection Capacity Analysis Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) r '\ t 1900 ;1900 1900 4.0 1.00 1.00 0.95 1770 0.27 498 4/ 1900 .':1900 1900 4.0 4.0 0.86 0.91 1.00 0,99 1.00 1.00 6408 5050 1.00 1.00 6408 5050 2005 PM Peak Hour Marquis West Volume (vph) 0 0 352 598 788 , 39 Peak -hour factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 0 "0 419 712 938 46 RTOR Reduction (vph) 0 0 0 0 5 0 Lane Group ;Flow (vph) 0 0 419 712 ; 979 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (.$) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s)' pm+pt 5 2 6 2 101.0 `'106,0 ;`:92.0::; 102.0 106.0 93.0 0.96 1.00 0.88 4.0 5.0 5.0 3.0 3.0 3.0 Lane Grp Cap (vph) vls Ratio Prot v/s Ratio Perm v/c F atio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS 0.0 A 539 6408 4431 c0.04 0,11 0.19 c0.71 0.78' ..0.11 :'0.22::::. 0.5 0.0 1.0 1,00 1.00 ,.'.1.00 7.0 7.4. A 0.0 0.1 0.0 : 1.1 A A 2.8 1.1 .' A A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection` Capacity: Utilization Analysis Period (min) c Critical Lane Group 2.0 0,77 106.0 42.3% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 4.0 A • 9[7/2005 G:10426810001Calcs\Synchro\Existing'2005 PM Peak.sy7 Kimley-Horn and Associates, Inc. • • 1: NE 11 Street & US 1/Biscayne Blvd Timings 2005 PM Peak Hour Marquis West Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) AII-Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio vie Ratio Control Delay Queue Delay Total Delay LOS Approach Delay 4\ t 11 ++14 352 598 788 pm+pt 5 2 6 2 5 2 6 4.0 4.0 4.0 9.0 21.0 21.0 9.0 106.0 97.0 8.5%100.0% 91.5% 4.0 4.0 4.0 0.0 1.0 1.0 Lag Yes 0.0 0.0 12.7 0.0 B A 4.7 Approach LOS A Cycle Length: 106 Actuated Cycle Length: 106 Natural Cycle; 40 Control Type: Semi Act-Uncoord Maximum vie Ratio: 078 Intersection Signal Delay: 3.3 Intersection Capacity Utilization 42.3%. Analysis Period (min) 15 Lead Yes None Max Max 102.0 106.0 93.0 0.96 1.00 0.88 0.78 0.11 0.22 12.7 0.0 1.1 0.6 1.7 A 1.7 A 5RWRISTAWAY Intersection LOS: A ICU Level of Service A Splits and Phases: 1: NE 11 Street & US 1/Biscayne Blvd iM9041?-4,5`;-ft,:kV: 2 iEgatifitakVila752ak&!=z;.;....U.OWZ301,50A47.54ZCZ;j- 4\ 10/17/2005 G:\042681000\Calcs\Synchro\Existing\2005 PM Peak.sy7 Kimley-Horn and Associates, Inc. • * Miami -Dade County Public Works Department Existing Timing Plans • • • • INTERSECTION STATUS REPORT FOR 3685 NE 2 AVE & 12 ST PAGE 1 MIN SECTION 26 OFFSET TRUE 54 AOG 39 14 TOD PATTERN 8 OFFSET DESIRED 54 BOG 36 17 EARLY YIELD 0 TS 0 LINE # 58 COG 0 0 CONTR STAT SECTION C.L. 90 DOG 0 0 CONTR OPER NA SENDING SKIP NO 3685 NE 2 AVE & 12 ST TIMING FOR DAY # 6 (SECTION 26) PAGE 4 TIME PT OFF SW F Y R Y EWW F Y R S Y M CYC MIN: 5 9 7 10 0 23 5 8 9 4 2 4 18 10 4 1 60NIGHT 15 600 13 20 15 9 4 2 4 11 10 4 1 60NITE & W 630 7 9 8 9 4 2 4 18 10 4 1 60PRE AM 1 730 8 54 30 9 4 2 4 26 10 4 1 90AM PEAK 930 9 48 34 9 4 2 4 22 10 4 1 90MID-DAY 1545 11 64 47 9 4 2 4 19 10 4 1 100PM PEAK 1800 12 40 48 9 4 2 4 8 10 4 1 90POST PM 1900 13 20 15 9 4 2 4 11 10 4 1 60NITE & W 2300 23 5 8 9 4 2 4 18 10 4 1 60NIGHT 15 INTERSECTION STATUS REPORT FOR 3645 US 1 & NE 11 TERR PAGE 1 MIN SECTION 3 OFFSET TRUE 0 AOG 54 21 TOD PATTERN 2 OFFSET DESIRED 74 BOG 51 15 EARLY YIELD 20 TS 4 LINE 4 8 COG 0 0 CONTR STAT LF SECTION C.L. 90 DOG 0 0 CONTR OPER SA SENDING SKIP NO 3645 US 1 & NE 11 TERR TIMING FOR DAY # 6 (SECTION 3) PAGE 4 TIME PT OFF NSG G Y R EG G Y R S Y M CYC MIN: 20 1 0 11 46 54 1 4 1 14 11 4 1 90EARLY NI 15 21 46 54 1 4 1 14 11 4 1 90NITE M2 115 23 0 20 1 4 1 14 2 4 1 7 47LATE NIG 500 19 46 54 1 4 1 14 11 4 1 90DAWN M2 545 1 76 54 1 4 1 14 11 4 1 20 90AVG M2 0 615 2 74 54 1 4 1 14 11 4 1 20 90PRE AM M 745 12 70 40 1 4 1 14 25 4 1 11 90AM PEAK 845 16 66 50 1 4 1 14 35 4 1 110MID MORN 1200 17 5 54 1 4 1 14 31 4 1 110NOON M2 1345 10 5 54 1 4 1 14 31 4 1 110AFT M1 0 1545 9 7 53 1 4 1 14 37 4 1 115PRE PM P 1630 18 82 53 1 4 1 14 37 4 1 115PM PEAK 1800 3 44 54 1 4 1 14 11 4 1 11 90POST PM 1900 1 76 54 1 4 1 14 11 4 1 20 90AVG M2 0 2130 11 46 54 1 4 1 14 11 4 1 90EARLY NI • • • INTERSECTION STATUS REPORT FOR 2352 NE 1 AVE & 11 ST PAGE MIN SECTION 26 OFFSET TRUE 57 AOG 52 16 TOD PATTERN 8 OFFSET DESIRED 12 BOG 50 13 EARLY YIELD 0 TS 6 LINE # 57 COG 0 0 CONTR STAT OC SECTION C.L. 90 DOG 0 0 CONTR OPER NA SENDING SKIP NO 2352 NE 1 AVE & 11 ST TIMING FOR DAY # 6 (SECTION 26) PAGE 4 TIME PT OFF NW F Y R WW F Y R S Y M CYC MIN: 10 6 7 6 0 23 50 30 6 4 1 8 6 4 1 6 60NIGHT 15 600 13 50 30 6 4 1 8 6 4 1 60NITE & W 630 7 57 23 6 4 1 15 6 4 1 60PRE AM 1 730 8 12 35 6 4 1 33 6 4 1 90AM PEAK 930 9 74 41 6 4 1 27 6 4 1 90MID-DAY 1545 11 69 63 6 4 1 15 6 4 1 100PM PEAK 1800 12 74 41 6 4 1 27 6 4 1 90POST PM 1900 13 50 30 6 4 1 8 6 4 1 60NITE & W 2300 23 50 30 6 4 1 8 6 4 1 6 60NIGHT 15 INTERSECTION STATUS REPORT FOR 2351 NE 2 AVE & 11 ST PAGE 1 MIN SECTION 26 OFFSET TRUE 63 AOG 66 21 TOD PATTERN 8 OFFSET DESIRED 63 BOG 16 16 EARLY YIELD 0 TS 5 LINE # 57 COG 0 0 CONTR STAT SECTION C.L. 90 DOG 0 0 CONTR OPER SA SENDING SKIP NO 2351 NE 2 AVE & 11 ST TIMING FOR DAY # 6 (SECTION 26) PAGE 4 TIME PT OFF SW F Y WW F G Y S Y M CYC MIN: 11 10 8 1 0 23 11 36 10 4 7 8 1 4 6 70NIGHT 15 600 13 26 26 10 4 7 8 1 4 60NITE & W 630 7 19 26 10 4 7 8 1 4 60PRE AM 1 730 8 63 56 10 4 7 8 1 4 90AM PEAK 930 9 58 42 10 4 7 8 15 4 90MID-DAY 1545 11 77 40 10 4 7 8 27 4 3 100PM PEAK 1800 12 53 46 10 4 7 8 11 4 3 90POST PM 1900 13 26 26 10 4 7 8 1 4 60NITE & W 2300 23 11 36 10 4 7 8 1 4 6 70NIGHT 15 • • • INTERSECTION STATUS REPORT FOR 2350 US 1 & NE 11 ST PAGE 1 SECTION 3 TOD PATTERN 2 EARLY YIELD 24 CONTR STAT LF CONTR OPER SA 2350 ITS 1 & TIME PT OFF MIN: 0 11 46 15 21 0 115 23 0 500 19 0 545 1 46 615 2 62 745 12 74 845 16 46 1200 17 101 1345 10 101 1545 9 54 1630 18 52 1800 3 42 1900 1 46 2130 11 46 NE 11 ST NSW F Y 40 5 65 5 4 45 5 4 45 5 4 45 5 4 65 5 4 71 5 4 71 5 4 91 5 4 91 5 4 91 5 4 96 5 4 96 5 4 71 5 4 65 5 4 65 5 4 OFFSET TRUE 0 OFFSET DESIRED 62 TS 3 LINE # 8 SECTION C.L. 90 SENDING SKIP NO R NL Y 5 1 12 3 1 6 3 1 6 3 1 6 3 1 12 3 1 6 3 1 6 3 1 6 3 1 6 3 1 6 3 1 6 3 1 6 3 1 6 3 1 12 3 1 12 3 MIN AOG 101 45 BOG 6 5 COG 0 0 DOG 0 0 TIMING FOR DAY # 6 (SECTION 3) S Y M CYC PAGE 4 6 90EARLY NI 6 64NITE M2 6 64LATE NIG 6 64DAWN M2 6 90AVG M2 0 24 90PRE AM M 24 90AM PEAK 44 110MID MORN 36 110NOON M2 36 110AFT M1 0 40 115PRE PM P 44 115PM PEAK 16 90POST PM 6 90AVG M2 0 6 90EARLY NI • • APPENDIX F: Growth Trend Analyses • • • • FDOT Historical Count Information Print Date: August 19, 2005 Florida Department of Transportation Transportation Statistics Office 2004 Historical AADT Report County: 87 - DADE ft: 5049 Description: SR 5/US-1, 100' N NE 11 ST r AADT Direction 1 Direction 2 K Factor D Factor T Factor 2004 C 49,000 N 26,500 S 22,500 0.08 0.67 8.20 2003 C 46,000 N 23,000 S 23,000 0.09 0.58 3.90 2002 C 49.000 N 25,000 S 24.000 0.09 0.68 3.90 2001 C 44,500 N 25,500 S 19,000 0.08 0.54 11.00 2000 C 46,000 N 24,500 S 21.500 0.08 0.53 3.60 1999 C 43,500 N 23,000 S 20,500 0.09 0.53 2.80 1998 C 44,000 N 21,500 S 22,500 0.09 0.53 2.50 1997 C 39,000 N 21,000 S 18,000 0.09 0.65 2.30 1996 C 38,000 N 19,500 S 18,500 0.09 0.53 2.90 1995 C 34,000 N 18,000 S 16,000 0.08 0.63 6.70 1994 C 38,500 N 22,000 S 16,500 0.09 0.60 5.50 1993 C 43,000 N 23,000 S 20,000 0.00 0.00 0.00 1991 43,849 N 22,472 S 21,377 0.00 0.00 0.00 1990 39,427 N 21,111 S 18,316 0.00 0.00 0.00 1989 40,446 N 21,292 S 19,154 0.00 0.00 0.00 1988 37,451 N 19,715 S 17,736 0.00 0.00 0.00 • • AADT Flags: C = Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T = Third Year Est; X =Unknown Page 1 Print Date: August 19, 2005 Florida Department of Transportation Transportation Statistics Office 2004 Historical AADT Report County 87 - DADE ilit: 5052 Description: SR 5/US-1, 100' S NE 13 ST r AADT Direction 1 Direction 2 K Factor D Factor T Factor 2004 F 45,000 N 22.500 S 22,500 0.09 0.53 6.20 2003 C 45,000 N 22,500 S 22,500 0.09 0.58 6.60 2002 C 43,500 N 21,500 S 22,000 0.10 0.52 3.40 2001 C 42,000 N 21.500 S 20,500 0.08 0.54 5.30 2000 C 49,000 N 25,000 S 24,000 0.08 0.53 3.10 1999 C 41,000 N 20,500 S 20,500 0.09 0.53 3.10 1998 C 43,500 N 22,500 S 21,000 0.09 0.53 2.50 1997 C 39,000 N 20,000 S 19,000 0.09 0.65 2.30 1996 C 37,500 N 20,000 S 17,500 0.09 0.53 2.90 1995 C 33,000 N 16,000 S 17.000 0.08 0.63 6.70 1994 C 36,500 N 16,500 S 20,000 0.09 0.60 5.50 1993 C 43,000 N 21,500 S 21,500 0.00 0.00 0.00 1992 C 43,500 N 23,500 S 20,000 0.00 0.00 0.00 1991 41,169 N 21,159 S 20,010 0.00 0.00 0.00 1990 47,721 N 23,136 S 24,585 0.00 0.00 0.00 1989 47,091 N 20,248 S 26,843 0.00 0.00 0.00 1988 51,733 N 22,244 S 29,489 0.00 0.00 0.00 1987 37,233 N 21,089 S 16,144 0.00 0.00 0.00 1986 39,646 N 0 S 0 0.00 0.00 0.00 1985 42,244 N 21,711 S 20,533 0.00 0.00 0.00 1976 41,822 N 0 S 0 0.00 0.00 0.00 • • AADT Flags; C = Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T = Third Year Est; X = Unknown Page • • Growth Trend Analyses • • • 70000 60000 — A 1p e • 50000 — n a▪ ) 0 40000 ni 30000 A w m 20000 16. 10000 2000 TRAFFIC TRENDS SR5/US-1--1O1YNofNE11 ST Observed Count '-mi•Fitted Curve 2005 2010 Year 2015 County: Station #: Highway: Miami -Dade 87-5049 SR 5/US-1 2020 2025 **Annual Trend Increase: 750 Trend R-squared: 34.7% Trend Annual Historic Growth Rate: 1.65% Trend Growth Rate (2004 to Design Year): 1.55% Printed: 19-Aug-05 Straight Line Growth Option Year Traffic (ADT/AADT) Trend** Count* 2000 46000 45400 2001 44500 46200 2002 49000 46900 2003 46000 47700 2004 49000 48400 2006 Opening Year Trend 2006 N/A 49900 2007 Mid -Year Trend 2007 N/A 50700 2008 Design Year Trend 2008 N/A 51400 TRANPLAN ForecastsfTrends *Axle -Adjusted • • TRAFFIC TRENDS SR 5/US-1 --100` N of NE 13 ST County: Station # . Highway: Miami -Dade 87-5052 SR 5/US-1 60000 a 50000 cn a 40000 30000 CI 20000 as 10000 UM Observed Count *Fi fitted Curve i I l 11 1 1 1 1 1 1 1 1 2000 2005 2010 2015 2020 2025 Year ** Annual Trend Increase: -500 Trend R-squared: 9.2% Trend Annual Historic Growth Rate: -1.09% Trend Growth Rate 12004 to Design Year): -1.14% Printed: 19-Aug-05 Straight Line Growth Option Year Traffic (ADT/AADT) Trend** Count* 2000 49000 45900 2001 42000 45400 2002 43500 44900 2003 45000 44400 2004 45000 43900 2006 Opening Year Trend 2006 NIA 42900 2007 Mid -Year Trend 2007 N/A 42400 20 8 Desi. n Year Trend 2008 N/A 41900 TRANPLAN Forecasts/Trends *Axle -Adjusted • APPENDIX G: 0 Volume Development Worksheets • • • • VOLUME DEVELOPMENT SHEET NE 2nd Avenue & I - 395 Off -Ramp (North) PM PEAK HOUR Description Left NE 2nd Avenue Southbound Right Biscayne Left Boulevard Westbound Right Left NE 2nd Avenue Northbound Right Left I - 395 Off -Ramp Eastbound Right Through Through Through Through 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2009 Background Traffic Committed Projects 1100 Biscayne Project Traffic Pass -By Traffic 2009 Total Traffic 3 1.07 395 1.07 0 1.07 0 1.07 0 1.07 0 1,07 0 1.07 0 1.07 0 1.07 0 1.07 266 1.07 399 1.07 3 423 0 0 0 0 0 0 0 0 285 427 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 0 3 0 0 0 30 453 10 48 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 305 0 0 0 30 457 10 0 0 3 517 0 0 0 0 0 0 0 0 305 467 • • • VOLUME DEVELOPMENT SHEET NE 2nd Avenue & NE 11th Terrace (South) PM PEAK HOUR Description Left NE 2nd Avenue Southbound Right Biscayne Left Boulevard Westbound Right Left NE 2nd Avenue Northbound Right Left NE l lth Terrace Eastbound Right Through Through Through Through 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 200913ackground Traffic Committed Projects 1100 Biscayne Project Traffic Pass -By Traffic 2009 Total Traffic 75 1.07 718 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 .1.07 0 1.07 172 1.07 271 1.07 80 768 0 0 0 0 0 0 0 0 184 290 1.7% 1.7% 1.7% 1.7% 1,7% 1.7%v 1,7% 1.7% ............ 1.7% 1.7% 1.7% 1.7% 6 86 0 0 0 54 822 10 48 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 197 0 0 0 20 310 12 19 0 86 886 0 0 0 0 0 0 0 0 197 341 • • • VOLUME DEVELOPMENT SHEET Biscayne Boulevard & NE llth Terrace PM PEAK HOUR Description Biscayne Left Boulevard Southbound NE Left llth Terrace Westbound Right Biscayne Left Boulevard Northbound Right Left NE llth Terrace Eastbound Right Through Right Through Through Through 2005 Existing Traffic 0 736 36 0 0 0 329 559 0 0 0 0 Peak Season Category Factor 1,07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 2005 Peak Season 0 788 39 0 0 0 352 598 0 0 0 0 Annual Growth Rate 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% l.7% 1.7% 1.7% 1.7% 1.7% 1.7% Background Growth 0 55 3 0 0 0 25 42 0 0 0 0 2008 Background Traffic 0 843 42 0 0 0 377 640 0 0 0 0 Committed Projects 1100 Biscayne 0 0 6 0 0 0 12 0 0 0 0 0 Project Traffic 0 0 22 0 0 0 16 5 0 0 0 0 Pass -By Traffic 0 -2 2 0 0 0 3 3 0 0 0 0 2009 Total Traffic 0 841 72 0 0 0 408 648 0 0 0 0 • • • VOLUME DEVELOPMENT SHEET Biscayne Boulevard & 1-395 Ramps PM PEAK HOUR Description Biscayne Left Boulevard Southbound Left 1-395 Ramps Westbound Right Biscayne Left Boulevard Northbound Right Left 1-395 Ramps Eastbound Right Through Right Through Through Through 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2009 Background Traffic Committed Projects 1100 Biscayne Project Traffic Pass -By Traffic 2009 Total Traffic 0 1.07 783 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 1.07 855 1.07 709 1.07 374 1.07 0 1.07 51 1.07 0 838 0 0 0 0 0 915 759 400 0 55 1.7%© 1,7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1,7%0 0 0 0 0 0 58 896 6 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 979 5 0 0 53 812 1 0 0 28 428 0 0 0 0 0 0 0 0 4 59 0 0 0 0 924 0 0 0 0 0 984 813 428 0 59 • • • VOLUME DEVELOPMENT SHEET NE lst Avenue & NE 11th Street PM PEAK HOUR Description Left NE Ist Avenue Southbound Right Left NE llth Street Westbound Right Left NE lst Avenue Northbound Right Left NE 11 th Street Eastbound Right Through Through Through Through 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2009 Background Traffic Committed Projects 1100 Biscayne Project Traffic Pass -By Traffic 2009 Total Traffic 0 1,07 0 1.07 0 1.07 0 1.07 125 1,07 497 1.07 19 1.07 1692 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 0 0 0 134 532 20 1810 0 0 0 0 1.7% 1.7% 1.7% 1.7% 1.7%a 1.7%r 1.7% 1.7% 1.7% 1.7%0 1.7% 1,7% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 143 0 43 8 37 569 0 39 9 1 21 0 0 0 126 1936 0 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 194 617 21 1969 0 0 0 0 • • • VOLUME DEVELOPMENT SHEET NE 2nd Avenue & NE llth Street PM PEAK HOUR Description Left NE 2nd Avenue Southbound Right Left NE l lth Street Westbound Right Left NE 2nd Avenue Northbound Right Left NE 1 lth Street Eastbound Right Through Through Through Through 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2008 Background Traffic Committed Projects 1100 Biscayne Project Traffic Pass -By Traffic 2009 Total Traffic 0 1.07 754 1.07 227 1.07 27 1.07 378 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 807 243 29 404 0 0 0 0 0 0 0 1.7% 1.7%n 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 0 0 0 0 0 56 863 0 0 -6 17 260 0 67 12 2 31 1 0 0 28 432 26 38 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 857 339 32 501 0 0 0 0 0 0 0 • • • VOLUME DEVELOPMENT SHEET East Driveway & NE llth Street PM PEAK HOUR Description Left East Driveway Southbound Right Biscayne Left Boulevard Westbound Right - Left East Driveway Northbound Right Left NE 1 lth Street Eastbound Right Through Through Through Through 2005 Existing Traffic 0 0 0 0 605 0 0 0 0 0 0 0 Peak Season Category Factor 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 2005 Peak Season 0 0 0 0 647 0 0 0 0 0 0 0 Annual Growth Rate 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% Background Growth 0 0 0 0 45 0 0 0 0 0 0 0 2009 Background Traffic 0 0 0 0 692 0 0 0 0 0 0 0 Committed Projects 1100 Biscayne 0 0 0 0 0 0 0 0 0 0 0 0 Project Traffic 0 0 80 0 0 102 0 0 0 0 0 0 Pass -By Traffic 0 0 17 0 0 17 0 0 0 0 0 0 2009 Total Traffic 0 0 97 0 692 119 0 0 0 0 0 0 • • • VOLUME DEVELOPMENT SHEET West Driveway & NE llth Street PM PEAK HOUR Description Left West Driveway Southbound Right Biscayne Left Boulevard Westbound Right Left West Driveway Northbound Right Left NE 11th Street Eastbound Right Through Through Through Through 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2009 Background Traffic Committed Projects 1100 Biscayne Project Traffic Pass -By Traffic 2009 Total Traffic 0 1.07 0 1.07 0 1.07 0 1.07 605 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 1.07 0 0 0 0 647 0 0 0 0 0 0 0 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 1.7% 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 45 692 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 692 3 0 0 0 0 0 0 APPENDIX H: Cardinal Trip Distribution • • Miami -Dade Interim 2005 Cost Feasible Plan DIRECTIONAL DISTRIBUTION SUMMARY ORIGIN ? CARDINAL DIRECTIONS I TOTAL ZONE NNE ENE ESE SSE SSW WSW WNW NNW 511 TRIPS 60 29 17 7 45 134 81 133 506. PERCENT 11.86 5.73 3.36 1.38 8.89 26.48 16.01 26.28 512 TRIPS 114 52 37 67 122 210 180 157 939 PERCENT 12.14 5.54 3.94 7.14 12.99 22.36 19.17 16.72 -$h 513 TRIPS 589 289 216 507 559 989 912 795 4856 PERCENT 12.13 5.95 4.45 10.44 11.51 20.37 18.78 16.37 514 TRIPS 198 91 233 312 186 485 385 244 2134 PERCENT 9.26 4.26 10.92 14.62 8.72 22.73 18.04 11.43 515 TRIPS 341 105 110 231 215 481 433 406 2322 PERCENT 14.69 4.52 4.74 9.95 9.26 20.71 18.65 17.48 516 TRIPS 142 53 37 99 101 225 197 183 1037 PERCENT 13.69 5.11 3.57 9.55 9.74 21.70 19.00 17.65 517 TRIPS 563 269 199 632 498 991 1087 792 5031 PERCENT 11.19 5.35 3.96 12.56 9.90 19.70 21.61 15.74 518 TRIPS 150 41 40 111 101 204 188 164 999 PERCENT 15.02 4.10 4.00 11.11 10.11 20.42 18.82 16.42 519 TRIPS 132 50 34 79 96 248 191 202 1032 PERCENT 12.79 4.84 3.29 7.66 9.30 24.03 18.51 19.57 520 TRIPS 747 514 144 98 660 1718 1259 1872 7012 PERCENT 10.65 7.33 2.05 1.40 9.41 24.50 17.95 26.70 521 TRIPS 872 399 38 32 157 3415 3923 2740 11576 PERCENT 7.53 3.45 0.33 0.28 1.36 29.50 33.89 23.67 522 TRIPS 473 362 175 90 717 1455 1153 1180 5605 PERCENT 8.44 6.46 3.12 1.61 12.79 25.96 20.57 21.05 523 TRIPS 227 142 60 96 296 520 458 388 2187 PERCENT 10.38 6.49 2.74 4.39 13.53 23.78 20.94 17.74 524 TRIPS 1574 552 112 523 885 2928 1910 2504 10988 PERCENT 14.32 5.02 1.02 4.76 8.05 26.65 17.38 22.79 525 TRIPS 409 191 80 331 300 834 667 610 3422 PERCENT 11.95 5.58 2.34 9.67 8.77 24.37 19.49 17.83 - 35 - 1/18/05 • • APPENDIX I: Future Conditions (2008 With Project) SYNCHRO 6.0 Outputs • • 7: 1395 EB off -ramp & NE 2 Avenue HCM Signalized Intersection Capacity Analysis Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prof) Fit`Perr fitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio. Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS 1900 ;:1900. :1900 4.0 4.0 1.00 ;1.00 1.00 0.85 1.00 1.00 1863 1583 1.00 1.00 1863 1583 0 305 467 0.94 0.94 324 497 0 0 324 497 Free 4 Free 23.0 100.0 24.0 100.0 0.24 1.00 5.0 3.0 447 1583 c017 c0,31 0.72 0.31 35.0 0.0 1.00 1.00 5.8 0.5 40.7 :0.5 D A 1.6.4 8 0.94 0 0 4\ 2009 PM Peak Hour The Marquis 1/ 4+ 1900 1900 1900 .1900 1900 1:900 1900 1900 1900 4.0 0.95 1.00 1.00 3538 1.00: 3538 517 0 0.94 0.94 550 0 0 0 553 0 0 0 0 0 0 0 3 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0'., 0 0 0 0 Perm 0.0 A 0.0 A 6,. 66.0 ... 68.0 0.68 6.0 3.0 2406 0.16 0.23 6.1 1.00 0.2 6.3. A 6.3 A HCM Average Control Delay HCM :Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 12.3 0,42 100.0 37.1 %. 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 4.0 A 9/7/2005 G:\0426810001Calcs\Synchro12009 Total Traffic12009 Total PM Peak.sy7 Kimley-Horn and Associates, Inc. • • 7: 1395 EB off -ramp & NE 2 Avenue Timings 2009 PM Peak Hour Marquis West Lane Configurations Volume (vph) Turn Type -10 305 467 517 Free Protected Phases 4 6 Permitted Phases Free Detector Phases 4 6 Minimum Initial (s) 4.0 4.0 Minimum Splits) 21.0 22.0 Total Split (s) 34.0 0.0 66.0 Total Split (%), 34.0% 0.0% 66.0% Yellow Time (s) 4.0 4.0 All-RedTime (s) 1.0 2.0 Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Yltelsedtbrir None 24.0 0.24 0.73 ;:'.:0.31 0.23 38.5 0.5 7.0 0.0 0.1 0.0. 38.5 0.6 7.0 D A A 15.6 7.0 8 A C-Max 00.0 68.0 1.00 0.68 Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 6:SBTL,!Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 12.1 Intersection Capacity Utilization 37.1% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service A Splits and Phases: 7: 1395 EB off -ramp & NE 2 Avenue 6 tt7 t1.9 ram: 04 10/17/2005 G:10426810001Calcs\Synchro12009 Total Traffici2009 Total PM Peak.sy7 Kirnley-Horn and Associates, Inc. • 19: NE 11 Ter & NE 2 Avenue HCM Signalized Intersection Capacity Analysis 2009 PM Peak Hour The Marquis Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected' Satcl. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) 0 Peak -hour factor, PHF 0.90 Adj. Flow (vph) 0 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Turn Type Protected Phases Permitted Phases 4 Actuated Green, G (s) 23.0 23.0 Effective Green, g (s) 24.0 24.0 Actuated g/C Ratio 0.24 0.24 Clearance Time (s) 5.0 5.0 Vehicle Extension (s) : 3.0 3.0 Lane Grp Cap (vph) 447 380 v/s Ratio Prot ' 0.12 v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS ak- 1900 :,1.900 :1900 <1900 1900 1900 900 4.0 4.0 1.00 1.00 1.00 0.85 1.00 !: 1.00 1863 1583 1.00 ' 1.00 1863 1583 197 ; 341 0 0.90 0.90 0.90 219 379 0 0 103 219 276 Perm c0.17 0.49 0.73' 32.7 35.0 1 00 1.00 0.8 6.8 33.6 41.8 C b 38.8 D 0 0 0 0 0 86 0.90 0.90 0.90 0.90 0.90 0.90 0 0 0 0 96 0 0 0 0 0 0 0 0 0 0 0 Perm 0 0.0':': A 0.0 A `asl,nF. �rxr5�. 4++ 900 1900 1900. 1900 1900 4.0 0.91 1.00 1.00 5063 1.00 5063 886 0 .................. 0.90 0.90 984 0 10 0 1070 0 6 66.0 68.0 068 .. 6.0 3.0 3443 0.21 0.31 6.5 0.51 0.2 3.6 .' A 3.6 A HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 16.1 0.42. 100.0 46.6% 15 HCM Level of Service Sum of lost time (s) ICU Level: of Service,` 8.0 A . '. • 9/7/2005 G:10426810001Calcs\Synchro\2009 Total Traffic12009 Total PM Peak.sy7 Kimsey -Horn and Associates, Inc. • 6 4 4 6 4.0 4.0 4.0 21.0 21.0 . 22.0 :. 34.0 34.0 66.0 34.0% ; 34.0% 66.0°1a 4.0 4.0 4.0 1.0 1.0 2.0 19: NE 11 Ter & NE 2 Avenue Timings 2009 PM Peak Hour Marquis West Nir 1 Lane Configurations Volume (vph) Turn Type Protected Phases 4 Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode None None C-Max Act Effct Green (s) 24.0 24.0 68.0' Actuated g/C Ratio 0.24 0.24 0.68 v/c Ratio 0.49 0.79 ' ` 0.31 Control Delay 33.8 28.0 3.8 Queue Delay 0.0 = 0.2 0.3 Total Delay 33.8 28.1 4.1 LOS C C A Approach Delay 30.2 4.1 Approach LOS C A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 6:SBTL, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 13.4 Intersection Capacity Utilization 46.6% Analysis Period (min) 15 Splits and Phases: 19: NE 11 Ter & NE 2 Avenue Intersection LOS B ICU Level of Service A '#7 #19 -II" !' e4 • 10/17/2005 G:10426810001Calcs\Synchro12009 Total Trafficl2009 Total PM Peak.sy7 Kimley-Horn and Associates, Inc. • 1: NE 11 Street & US 1/Biscayne Blvd HCM Signalized Intersection Capacity Analysis 2009 PM Peak Hour Marquis West Lane Configurations ideal Flow,(vphpl)- Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) 1900 Mt 1900 1900 1900; 4.0 4.0 1.00 0.86 1.00 1.00 0.95 1.00'; 1770 6408 0.24 100 447 6408 1900 1900 4.0 0.91 0.99 1.00 5025 1.00 5025 Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 0 0.84 0 0 0 408 :648 841 72 0.84 0.84 0.84 0.84 0.84 0 486 771 1001 86 0 0 0 9 0 0 486. 771 .`1078 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) pm+pt 5 2 101.0 102.0 0.96 4.0 3.0 106.0 92.0 106.0 93.0 .00 0.88 5.0 5.0 3.0 3.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS 0.0 A 493 6408 4409 c0! 05 0.12 0.21 c0.90 0.99 0.12 0.24 5.8 0.0 1.0 100 1.00 1.00 36.5 0.0 0.1 42.3 .: 0.0 .. 1.1 D A A 16.4 1.1 S A HCM Average Control Delay HCM Volume to Capacity; ratio; Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 9.3 0.98 106.0 47.1%n' 15 HCM Level of Service Sum of lost time (s) ICU Level of Service A 4.0 A.. • 9/7/2005 G:\042681000\Calcs\Synchro\2009 Total Traffic\2009 Total PM Peak.sy7 Kimley-Horn and Associates, Inc. • 1: NE 11 Street & US 1/Biscayne Blvd Timings 2009 PM Peak Hour Marquis West i Lane Configurations Tilt ++T Volume (vph) 408 648 841 Turn Type prr,pt Protected Phases 5 2 6 Permitted Phases 2 Detector Phases 5 2 6 Minimum Initial (s) 4.0 4.0 4.0 Minimum Splits) 9.0 21.0 21.0 Total Split (s) 9.0 106.0 97.0 Total Split (%) 8.5%100.0% 91.5%, '. Yellow Time (s) Ail -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) 102.0 106.0 93.0 Actuated g/C Ratio 0.96 1.00 0.88 vie Ratio 099 0.12 0.25 Control Delay 45.4 0.0 1.1 Queue Delay 0.0 0.0 0.7 Total Delay 45.4 0.0 1.8 LOS 0 A A Approach Delay 17.6 Approach LOS B A ntOa 4.0 4.0 4.0 0.0 1.0 1.0 Lead Lag Yes Yes None Max Max Cycle Length: 106 Actuated Cycle Length: 106 Natural Cycle: 40 Control Type: Semi Act-Uncoord Maximum vic'Ratio: 0.99 Intersection Signal Delay: 10.3 Intersection Capacity Utilization 47.1 % Analysis Period (min) 15 1.8 Intersection LOS: B ICU: Level. of: Service A Splits and Phases: 1: NE 11 Street & US 1/Biscayne Blvd • 10/17/2005 G:10426810001Calcs\Synchro12009 Total Traffic12009 Total PM Peak.sy7 Kimley-Horn and Associates, Inc. • • 16: NE 11 Street & NE 1 Avenue HCM Signalized Intersection Capacity Analysis ---�'147 44 F-- 4\ 2009 PM Peak Hour The Marquis 4, Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm 1900 1900:: 1900 1900 `1900 4.0 0.95 0.89 1.00 3135 1.00: 3135 1900...1900 1900 1900 1900. 1900 1900 4.0 0.91 1.00 1.00 5083 1.00. 5083 Volume (vph) 0 0 0 Peak -hour factor, PHF 0.95 0.95 0.95 Adj.:aFlow (vph) . 0 0 0 RTOR Reduction (vph) 0 0 0 Lane Group Flow (vph) 0 0 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C'Ratio Clearance Time (s) Lane Grp Cap (vph) v/s Ratio Prot v!s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2. Delay (s) Level of Service Approach Delay (s) Approach LOS irtt HCM Average Control Delay. HCM Volume to Capacity ratio Actuated Cycle Length (s) intersection Capacity Utilization Analysis Period Orlin) dr Defacto Right Lane. Recode with 1 though lane as a right lane. c Critical Lane Group 0 .194' 0.95 0.95 0 204 0 15 0 .:838 8 21.0 22.0 0.22 5.0 690: c0.27 617: 21 0.95 0.95 649 22, 0 0 0 0 Perm 0.0 49.0 0.74 100.0 70.4% 15: HCM Level of Service Sum of lost time (s) ICU Level of Service 1969 0 0 0 0 0.95 0.95 0.95 0.95 0.95 2073 0 0 0 0 1 0 0 0 0 2094 .0 0 0 0 69.0 70.0 0.70 5.0 3558. 8.0 C 0.0 A • 9/7/2005 G:\042681000\Calcs\Synchro12009 Total Trafflc\2009 Total PM Peak.sy7 Kimley-Horn and Associates, inc. • • 16: NE 11 Street & NE 1 Avenue Timings 2009 PM Peak Hour Marquis West Lane Configurations Volume (vph) Turn Type Protected Phases. Permitted Phases .4— ft+ 4114 194 1969 8..;2 Detector Phases 8 2 Minimum Initial (s) 4.0 4.0 Minimum Split (s) 21.0 21.0 Total Split (s) 26.0 74.0 Total Split (%) 26.0% 74.0% Yellow Time (s) 4.0 4.0 All -Red Time (s) 1.0 1.0 Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Max 22.0 0.22 1.76dr 142.1 0.0 142.1 F 142.1 F Max 70.0 0.70 0.59 8.5 0.0 8.5 A 8.5 A Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:NBTL, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 1.21 Intersection Signal Delay: 47.1 Intersection Capacity Utilization 70.4% Analysis Period (min) 15 dr Defecto Right Lane. Recode with 1 though lane as a right lane. Intersection LOS:=D ICU Level of Service C Splits and Phases: 16: NE 11 Street & NE 1 Avenue rat 1 m8 gym. ... . 10/17/2005 G:10426810001Calcs\Synchro12009 Total Traffic\2009 Total PM Peak.sy7 Kimley-Horn and Associates, Inc. 5: NE 11 Street & NE 2 Avenue HCM Signalized Intersection Capacity Analysis Lane Configurations Configurations ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm vie Ratio Uniform Delay, d1 Progression Factor incremental Delay, d2 Delay (s) Level of Service Approach Delay: (s) Approach LOS 1900 1900 2009 PM Peak Hour Marquis West 4+ tan) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 0 0 0 32 0.88 0.88 0.88 0.88 0 0 0 36 0 0 0 0 0 0 0 0 Perm 8 4.0 0.95 1.00 1.00 3529 1.00 3529 501 0 0 0.88 0.88 0.88 0.88 569 0 0 0 6 0 0 0 599 0 0 8 18.1 18.1 0.24 4.0 3.0 838 0.17 0.71 26.7 1.00 2.9 29.6 29.6 4.0 0.91 0.96 1.00 4869 1.00 4869 0 0 0 857 339 0.88 0.88 0.88 0.88 0 0 974 385 0 0 49 0 0 0 0 1310 0 0.0 0.0 A A „„#,_ ,70(0):ffieftTEISEFORUSEENMENERNEMMirinNEEM, 6 50.1 50.1 0.66 4.0 3.0 3201 00.27 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 13.6 HCM Level of Service 0.49 76.2 Sum of lost time (s) 45.6% ICU Level of Service 15 8.0 A 0.41 6.1 1.00 0.4 6.5 A 6.5 A grAftrafg,W,AS,"44S,'7,- • 9/7/2005 GA0426810001Calcs\Synchro12009 Total Traffic12009 Total PM Peak.sy7 Kimiey-Horn and Associates, Inc. • 5: NE 11 Street & NE 2 Avenue Timings 2009 PM Peak Hour Marquis West O Lane Configurations Volume; (vph) Turn Type Protected Phases Permitted Phases 4+ +fl 501 ..857.. 6 Detector Phases 8 6 Minimum Initial (s) 4.0 4.0 Minimum Split (s) 21.0 ' 21.0 Total Split (s) 46.0 54.0 Total Split (%) 46.0% ',54.0% Yellow Time (s) 4.0 4.0 All -Red', Time (s) 0.0 0.0 Lead/Lag Lead -Lag Optimize? Recall Mode None Max Act Effct Green (s) .18.1 .50.2 Actuated g/C Ratio 0.24 0.66 v/c Ratio 072 0.42 Control Delay 27.0 6.3 Queue Delay O0 4.6 Total Delay 27.0 10.9 LOS C B'' Approach Delay 27.0 10.9 Approach LOS C B Cycle Length: 1,00 Actuated Cycle Length: 76.3 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio:'0.72 Intersection Signal Delay: 15.9 Intersection Capacity Utilization 45.6% Analysis Period (min) 15 Splits and Phases: 5: NE 11 Street & NE 2 Avenue Intersection LOS: B ICU Level of Service A 1, 06 1 - 08 1,744 110 10/17/2005 G:10426810001Calcs\Synchrot2009 Total Traffic12009 Total PM Peak.sy7 Kimley-Horn and Associates, Inc. • 12: NE 11 Ter & US 1/Biscayne Blvd HCM Signalized Intersection Capacity Analysis 2009 PM Peak Hour The Marquis Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util: Factor Fri Fit Protected Satd. Flow (prat) Fit Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flaw (vph) RTOR Reduction (vph) 0 .............. Lane, Group Flow (vph) 451 Turn Type custom Protected Phases Permitted Phases Actuated Green, G (s) 15.9. Effective Green, g (s) 16.9 Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d Progression Factor Incremental Delay, d2 Delay; (s) Level of Service Approach Delay (s) Approach LOS 4 0.21 5.0 30 725 0.13 0.62 28.7 1.00 1.7 30.3 C F 11) 1900 4.0 0.97. 1.00 0.95 3433 0.95 3433 428 -► c 4- 4\ t 4 4.0 1.00 0.85 100 1583 1.00 1583 0 59 0.95 0.95 0.95 451 0 62 0 49 0 13 custom 29.7.:: 4 15.9 16.9 0.21 5.0 3.0 334 0.01 0.04`.;: 25.1 1..00 0.0. 25.1 C 0 0 0 0 0.95 0.95 0.95 0 0 0 0 0 0 0 0 0 0 0.0 A 0.95 r�R 0 900 4.0 0.91. 1.00 1.00 5085 1.00 5085 984 0.95 1036 0 0 1036 1900 1900 1900 1900 4.0 4.0 1.00 0.91 0.85 1.00 1.00 1.00 1583 5085 1.00 1.00 1583 5085 813. 0 924 0 0.95 0.95 0.95 0.95 856 0 973 0 0 0 0 0 856. 0 973 0 Free 6 Free 54.1 80.0 5 .1 55.1 80.0 55.1 0.69 ' 1.00 0.69 5.0 5.0 3.0 3.0 3502 1583 3502 0.20 0.19 c0.54 0.30 0.54 4.9 0.0 1.00 1.00 0.2 1.3 5.1 1.3 A A 3.4 A .. 0.28 4.8 1.00 0.2 5.0;` A 5.0 A. HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) intersection Capacity Utilization Analysis Period (min) c ' Critical Lane Group 7.8 0.54 80.0 37.9% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service . 0.0 A • 9/7/2005 G:10426810001Calcs\Synchro\2009 Total Traffic12009 Total PM Peak.sy7 Kimley-Horn and Associates, Inc. • 12: NE 11 Ter & US 1/Biscayne Blvd Timings 2009 PM Peak Hour Marquis West t Lane Configurations Volume;(vph) 428 59 984 813 924 Turn Type custom custom Free Protected Phases 2 Permitted Phases 4 Detector Phases 4 4 2 6 Minimum Initial (s) 4.0 4.0 4,0 4.0 Minimum Split (s) 21.0 21.0 21.0 21.0 Total Split (s) 56.0 56.0 59.0 0.0 59.0 Total Split (%) 48.7% 48 7% 5.1 3% 0.0% 51.3% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None Max Max Act Effct Green (s) 169 16.9 55.1 80.0 55.1 Actuated g/C Ratio 0.21 0.21 0.69 1.00 0.69 vie Ratio 0.62 0.16 0.30 0.54 ` 0.28 Control Delay 29.0 7.4 5.5 1.3 5.4 Queue Delay 00 0.0 0.6 0.0 0.0 Total Delay 29.0 7.4 6.1 1.3 5.4 LOS C A A A A Approach Delay 4.0 5.4 Approach LOS A A Cycle Length: 115 Actuated Cycle Length: 80 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maxim irh vie Ratio: '0 62 Intersection Signal Delay: 7.8 Intersection Capacity Utilization 37.9% Analysis Period (min) 15 Free 6 Intersection LOS: A ICU Level, of Service A Splits and Phases: 12: NE 11 Ter & US 1 /Biscayne Blvd 02 04 410 10/17/2005 G:10426810001CaIcs\Synchro12009 Total Traffic\2009 Total PM Peak.sy7 Kimley-Horn and Associates, Inc. • • • APPENDIX J: Driveway Queuing Analysis • • • Reference: Parking Structures: Planning, Design, Construction, Maintenance, and Repair (Anthony Christ, Mary S. Smith, and Sam Bhuyan, 1989, Van Nostrand Reinhold) Analysis: Residential Garage Driveway Arrival Rate: 119 vph Service Rate: 300 vph Traffic Intensity: 0.40 = Queue = <1 vehicle 2 0 co 0 >w rZ wo i" im = Ei. wo CC z 0CC uw cr 30 28 26 24 eGi 20 i8 16 14 12 10 8 4 2 0 11111111•111111111111 1111111111111111.1111111111111r//iiif 111/11II — M11111111111111■1 r _III IIIIIIIIIIIIIIIIIIIMIIIIIIIIIMIIIMNIIWBIIIIII V9% PROD lAB€Lt YNomiimprinun 9�� B1L1 �11111 11111111111111111•11��1��i l!�� iii � �inrr��r 8O% PROBE=raff 111FR/r A V E -_iiiii/�4m �A 0.2 0 4 013 0.8 TRAFFIC INTENSITY (ARR 'AL RATE DIVIDED BY SERVICE RATE) Figure -9 Single -channel queue curves, Intensity = 0.40 Queue = 1 vehicle • • APPENDIX K: FDOT Future Project Information • • • YEAR 2030 TRANSPORTATION PLAN COST FEASIBLE PLAN - HIGHWAY AND TRANSIT PROJECTS PRIORITY JY PROJECTS In 2025 LRTP Planning Area Project or Facility Limits From To Project Description COUNTYWIDE GREENWAYS/TRAILS COUNTYWIDE EXISTING PUBLIC WORKS FACILITIES O&M COUNTYWIDE EXISTING TRANSIT SYSTEM O&M COUNTYWIDE MIC LOAN REPAYMENT MIC COUNTYWIDE PUBLIC WORKS PTP PROJECTS O&M COUNTYWIDE SR 112/1-195 1-95 (NW 10 AVE) BISCAYNE INTERCHANGE/RAMPS IMPROVEMENTS AND AUXILIARY LANES COUNTYWIDE BUS PURCHASES AND NEW BUS SERVICE REPLACEMENT BUSES AND NEW SERVICE BEACH/CBD SE 1 AVE SE 8 ST SE 5 ST EXTEND SE 1 AVE BEACIi1CBD W 1 AVE MIAMI ARENA NW 20 AVE EXTEND W 1 AVE CORRIDOR EXTENSION CENTRAL NW2iST/NW32AVE BRIDGE NW 37 AVE NW 28 STREET CONSTRUCT HIGH LEVEL BRIDGE CENTRAL ETER RD NW 20 ST NW 72 AVE 2 TO 4 LANES NORTH DOUGLAS ROAD CORRIDOR DOUGLAS ROAD MIC METROSTATION • NORTH. NORTHEAST CORRIDOR DOWNTOWN BROWARD BEACH/CBD MIAMI COUNTY LINE PREMIUM TRANSIT NORTH, NORTHWEST SR 826 - HOV NORTHWEST HEFT 1-75 GOLDEN GLADES ONE HOV LANE EACH DIRECTION INTERCHANGE US-27 5 WIDEN TO B LANES NORTHWEST HEFT SR 836 US-27 6 TO 8 LANES + 2 AUX LANES NORTHWEST HEFT 1-75 FL TURNPIKE 4 TO 6 LANES (SHOWN AS FUNDED IN BROWARD LRTP) NORTHWEST 1-75 SR 826 NW 138 ST IMPLEMENT MASTER PLAN NORTHWEST MIAMI GARDENS DRIVE 75 NW 57 AVE 4 TO 6 LANES NORTHWEST NW 36 / 41 ST NW 42 AVE HEFT EXPRESS STREET (ITS, GRADE SEPARATIONS, ETC-) NORTHWEST NW 72 AVE NW 122 ST NW 138 ST. WIDEN 2 TO 3 LANES NORTHWEST OKEECHOBEE RD CONSTRUCT GRADE SEPARATED INTERSECTIONS AND ADD TURN LANES AT KROME AVE. HIALEAH GARDENS BLVD 1 NW 116 WAY, NW 105 WAY, NW 87 AVE, AND NW 79 AVE NORTHWEST SR 924 EASTERN TERMINUS OF SR 924 OKEECHOBEE RD EXPRESSWAY EXTENSION FROM SR 924 TO OKEECHOBEE * PROJECT INCLUDED IN PREVIOUSLY APPROVED 2025 LRTP 34