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HomeMy WebLinkAboutTraffic Impact Analysis Part I02/21/05 MON 16:11 FAX 19547392247 02/21/2005 16:17 FAX KIMLEY HORN URS .R 002 n iJS Mall February 21, 2005 Ms_ !ilia 1. Medina, AIGP Assistant Transportation Coordinator City of Miami, Office of the City Manageri'i'ransportation 444 SW 2nd Avenue (10th Floor) Miami, Florida 33130 Re: 700 Biscayne Boulevard (Paramount Park) Sufficiency Letter W.Q. # 9'1 Dear Ms. Medina: Subsequent to our January 4t' 2005 review comments for the subject project, We have received a revised traffic impact Associates Upon on reviewing the revised repo5 along with a rt we foundnse r, prepared by that comment fClmley-l-forn and AsSrrcra#e ( ) #'s 1 and 3 were not addressed correctly. We spoke with Mr. John Mc. Williams on January 24th 2004 and informed him of the omissions. In ehave received that another werresponse e d letter (Fax) from KHA on February 17th 2005, add essn9 t $ comments earlier. Photocopies of the response Letters are attached herewith. At this time, we conclude that the revised traffic impact report along with the subsequent submittal meet all the traffic requirements and the report is found to be sufficient. Should you have any questions, .please call Quazi Masood or me at 954.739.1881. Raj .hanmu Seni•r Traffic En gl =er Attachment Mr. Kevin Watford, Planner t, City Miami g x - 30 .416.1443) Mr. John Mc. Williams, (}(HA} — cc: rn URS Corporetuoo Lakeshore Complex Suite 150 5100 NW 33rd Avenue, Fort Lauderdale, FL 33309-6375 Tel: 954.739.7.991 Fart: 954.739.1739 02/21/05 MON 15:10 ETX/RX NO 9770] • • • Revised Traffic Impact Analysis 700 Biscayne Boulevard (Paramount Park) Mixed -Use Development Miami, Florida Prepared for: Royal Palm Communities, Inc. Boca Raton, Florida Prepared by: Kimsey -Horn and Associates, Inc. Fort Lauderdale, Florida ©2005 Kimley-Horn and Associates. Inc. February 2005 042304001 KimIey-Horn and Associates, Inc, • • • Revised Traffic Impact Analysis 700 Biscayne Boulevard (Paramount Park) Mixed -Use Development Miami, Florida Prepared for: Royal Palm Communities, Inc. Boca Raton, Florida Prepared by: Kimley-Horn and Associates, Inc. Fort Lauderdale, Florida ©2005 Kirnley-Horn and Assocsates, Inc. February 2005 042304001 • • • /l Kirniey-Ham ! 1 and Associates, Inc. Revised Traffic Impact Analysis -- 700 Biscayne Boulevard TABLE OF CONTENTS 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 8 EXISTING CONDITIONS (2004) CAPACITY ANALYSIS 9 Transportation Corridors 9 Intersections 16 BACKGROUND TRAFFIC 17 Background Area Growth 17 Committed Developments 17 PROJECT TRAFFIC 19 Existing and Proposed Land Uses 19 Project Access 19 Trip Generation 19 Trip Distribution and Assignment 21 TOTAL (2006 WITH PROJECT) TRAFFIC 24 FUTURE CONDITIONS (2006) CAPACITY ANALYSIS 26 PROJECT DRIVEWAY QUEUING ANALYSIS 29 TRANSPORTATION CONTROL MEASURES PLAN 30 CONCLUSIONS 31 G:10423040011Reports1TIA3.doc Page - ii February 2005 • 1Grnley-Horn r 1 and Associates, Inc. Revise(' Traffic Impacl Analysis — 700 Biscayne .Boulevard Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: Appendix I: LIST OF APPENDICES Methodology Correspondence Traffic Count Data Growth Trend Analyses Miami -Dade Transit Data Existing Conditions (2004) SYNCHRO 6.0 Outputs Volume Development Worksheets Internal Capture Calculations 2005 Cost Affordable Plan — Cardinal Distribution Future Conditions (2006) SYNCHRO 6.0 Outputs LIST OF FIGURES Figure 1: Project Location Map 2 Figure 2: Study Intersection Lane Configurations 4 Figure 3: 2004 Peak Season Traffic Volumes 6 Figure 4: Project Trip Distribution 22 Figure 5: Project Trip Assignment 23 Figure 6: 2006 P.M. Peak Hour Total Traffic 25 LIST OF TABLES Table 1: Transportation Corridor Level of Service Thresholds (North -South Corridors) 8 Table 2: Transportation Corridor Level of Service Thresholds (East-West Corridors) 8 Table 3: 2004 P.M. Peak Hour Roadway Volumes 10 Table 4: 2004 P.M. Peak Hour Miami -Dade Transit Conditions ---- Biscayne Boulevard 12 Table 5: 2004 P.M. Peak Hour Miami -Dade Transit Conditions — NE i st/NE 2nd Avenue 13 Table 6: 2004 P.M. Peak Hour Miami -Dade Transit Conditions — NE 5th/NE 6th Street 14 Table 7: 2004 P.M. Peak Hour Transportation Corridor Segment Conditions 15 Table 8: 2004 P.M. Peak Hour Intersection Conditions 16 Table.9: Proposed Trip Generation 20 Table 10: Cardinal Trip Distribution 21 Table 11: Future (2006) P.M. Peak Hour Transportation Corridor Segment Conditions 27 Table 12: Future (2006) P.M. Peak Hour Intersection Conditions 28 G:\042304001\Reports\TIA3.doc Page-ii February 2005 • • • /I Kimley-Hom I and Associates, Inc. ReviseTraffic Impact Analysis — 700 Biscayne Boulevard INTRODUCTION Royal Palm Communities, Inc. is proposing to construct a mixed -use development (700 Biscayne Boulevard) located between NE 7th Street and NE 8th Street west of Biscayne Boulevard in Miami, Florida. The project is also referred to as Paramount Park. The project is planned for a maximum of 475 high-rise residential condominium units, 6,000 square feet of retail space, a 125 room hotel, and an 8,000 square foot restaurant. The project site is currently vacant. Figure 1 depicts the location of the project. Kimley-Horn and Associates, Inc. has completed this revised 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 transportation network and determine if adequate capacity is available to support future demand. The revised traffic impact analysis incorporates comments provided by the City of Miami's traffic consultant (URS Southern Corporation) provided on January 4, 2005. 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 letter outlining the study parameters was submitted to and approved by the City of Miami traffic engineering consultant. Methodology correspondence is included in Appendix A. G:\0423040011Reports1TIA3.doc Page - 1 February 2005 FIGURE 1 PROJECT LOCATION MAP El © IGmfey-Horn and Associates, Inc....,.1 ❑—© Katy -Horn and Associates, Inc. Revise(' Traffic Impact Analysis — 700 Biscayne Boulevard DATA COLLECTION A study area was examined for this traffic impact analysis commensurate with the anticipated increase in traffic associated with the project. The study area consists of principal roadways within the Central Business District Corridor. The following principal roadways were included: • Biscayne Boulevard • NE 2nd Avenue • NE et Avenue • NE 5th Street/NE 6th Street • NE 8th Street Biscayne Boulevard is a multilane, divided, urban principal arterial with four (4) lanes in the northbound direction and three (3) lanes in the southbound direction. NE rd Avenue is a one- way (southbound), three -lane arterial. NE 1st Avenue is a one-way (northbound), three -lane collector. NE 5th Street is a predominantly three -lane, one-way (eastbound) collector. NE 6th Street is a predominantly three -lane, one-way (westbound) collector within the study area. NE 8th Street is an undivided, two-lane (bidirectional) collector roadway within the project area. Additionally, several intersections were examined within the study area including the following: NE 8th Street and Biscayne Boulevard NE 6th Street and Biscayne Boulevard NE 8th Street and NE 2nd Avenue • NE 6th Street and NE 2nd Avenue Lane configurations for each of the examined intersections within the study area are provided in Figure 2. G:1042304001\Reportsl7'1A3.doc Page - 3 February 2005 • NE 2nd Avem NE 6th Street lijirI /e \ CD f, "T V a 0 m 0 SITE NE 7th Street 0 1o m NE 6th Street LEGEND 0! v FIGURE 2 INTERSECTION LANE CONFIGURATIONS LANE CONFIGURATION rh:1111Mn Kimley-Horn and Associates, Inc. ❑o-n 1GmlepHor,rites, Revised Traffic Impact Analysis -- 700 Biscayne Boulevard P.M. peak period (4:00 PM to 6:00 P.M.) turning movement counts were collected in the study area on November 3, 2004 (Wednesday). The study area peak hour was deteziuined to be from 5:00 P.M. to 6:00 P.M. All 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 the week in November when the traffic counts were collected is 1.01. The conversion factor table is provided in Appendix B. 72-hour traffic volume counts were collected on all study corridors in the vicinity of the project site. Using the study area peak hour of 5:00 P.M. to 6:00 P.M., an average P.M. peak hour volume was determined for each corridor. The P.M. peak hour vehicular volumes were converted to person -trip volumes assuming the 1.4 persons per vehicle. Additionally, MDT staff was contacted to obtain the P.M. peak hour ridership data for transit routes associated with the study corridors. Ridership data for the routes operating along the study corridors were collected and included in the existing person -trip volumes. Figure 3 presents the 2004 peak season transportation corridor volumes (person -trips including transit riders) and peak season turning movement volumes at the study intersections. G:1042304001\Reports\TJA3.doc Page - 5 February 2005 • c 7) > 238 206 — 4 7) c 7) 7) N 121 27 �26 4 -36 0 29 co 1- CO 1- CV st r 684 7) cv NE 8th Street ♦ 56_J 4`-0. 20 1 rmU V n.:s 4> 4 736 20 LEGEND P.M. PEAK HOUR VOLUMES (VEHICLES) P.M. PEAK HOUR VOLUMES (PERSON -TRIPS) SITE NE 7th Street NE 6th Street NE 5th Street 03 Lam La CD 304 ♦ 551 130 r 7) -0 FIGURE 3 2004 P.M. PEAK HOUR TRAFFIC VOLUMES pri Kimley-Horn and Associates, • • • 1:2�© Kimley-Horn 11111 and Associates, Inc. Revised Traffic Impact Analysis -- 700 Biscayne Boulevard 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. Tables 1 and 2 illustrate 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 2002 version of FDOT's Quality/Level of Service Handbook. G :1042304001 \Reports\TLA3 . doc Page - 7 .February 2005 12�© Kimiey-Hom — and Associates, Inc. Revised Traffic Impact Analysis — 700 Biscayne Boulevard Table 1: Transportation Corridor Level of Service Thresholds (North -South Corridors) LOS Biscayne Boulevard NE 2" Avenue NE 151 Avenue Peak Hour Directional Volumes V/C Ratio Peak Hour Directional Volumes 1,1 V/C Ratio Peak Hour Directional Volumes 1 V/C Ratio A (2) (2) (2) (2) (2) (2) B (2) (2) (2) (2) (2) (2) C 1,350 0.42 1,200 0.40 1,200 0.40 D 3,130 0.96 2,870 0.96 2,870 0.96 E 3,250 1 1.00 2,990 1.00 2,990 1.00 F >3,250 >1.00 >2,990 >1.00 >2,990 >1.00 (1) Peak hour directional volumes adjusted for one-way operation. (2) Cannot be achieved per "Table 4-7" from FDOT's 2002 Quality/Level of Service Handbook. Table 2: Transportation Corridor Level of Service Thresholds (East-West Corridors) LOS NE 5th Street NE 61h Street NE 8`h Street Peak Hour Directional Volumes 1 V/C Ratio Peak Hour Directional Volumes 1 V/C Ratio Peak Hour Directional Volumes WC Ratio A (2) (2) (2) (2) (2) (2) 13 (2) (2) (2) (2) (2) (2) C 1,200 0.40 1,200 0.40 270 0.35 D 2,870 0.96 2,870 0.96 720 0.92 E 2,990 1.00 2,990 1.00 780 1.00 F >2,990 >1.00 >2,990 >1.00 >780 >1.00 (1) Peak hour directional volumes adjusted for one-way operation (2) Cannot be achieved per "Table 4-7" from FDOT's 2002 Quality/Level of Service Handbook. .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. G;10423040011Reports\TIA3.doe Page - 8 February 2005 rl iCimley-H4m and Associates, Inc. Revisct Traffic Impact Analysis — 700 Biscayne Boulevard EXISTING CONDITIONS (2004) 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 3 presents the unadjusted 2004 P.M. peak hour directional traffic volumes, seasonal adjustment factors, and the 2004 peak season P.M. peak hour directional traffic volumes for the study corridors. Existing transit conditions were examined considering the ridership on and capacity of the Miami -Dade Transit (MDT) bus service operating in the corridors. MDT staff was contacted to obtain the P.M. peak hour ridership and capacities for the bus routes. Average transit ridership and capacities were determined from the data provided. Eighteen (18) Miami -Dade Metrobus Routes presently serve the Biscayne Boulevard, NE 1st Avenue, NE 2" Avenue, NE 5th Street, and NE 6th Street corridors adjacent to the project site during the P.M. peak hour. No MDT transit routes operate along the NE 8th Street corridor. MDT staff indicated that the bus routes on each corridor use several different transit vehicle types on the same routes with variable capacities. The total transit vehicle capacity includes both seating and standing capacity. For purposes of this analysis, an average capacity for each route was deteiiiiined 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. Ridership capacities for routes with variable peak hour headways were determined by calculating the average number of buses passing the site during one (1) hour of the peak period (4:00 P.M. to 6:00 P.M.) Metrobus and Metromover route schedules and headway calculations are included in Appendix D. Tables 4 through 6 summarize the transit capacity provided by the routes. Q:1042304001 \Reports\TEA3.doc Page - 9 February 2005 • Kirniey-Hom and Associates, Inc. Revised Traffic Impact Analysis -700 Biscayne Boulevard Table 3: 2004 P.M. Peak Hour Roadway Volumes Roadway Segments Direction 2004 P.M. Peak Hour Volumes FOOT Seasonal Adjustment Factor 2004 Peak Season P.M. Peak Hour Volume Biscayne Boulevard NE 6th Street to NE 8rh Street NB 1,615 1.01 1,631 SB 896 1.01 905 NE 1st Avenue NE 6thStreet to NE 8th Street NB 1,518 1.01 1,533 NE 2nd Avenue NE 6th Street to NE 8rh Street SB 772 1.01 780 NE 5th Street nrt Biscayne Boulevard to NE 2 Avenue EB 458 1.01 463 NE 6th Street n r Biscayne Boulevard to NE 2 Avenue WB 753 1.01 761 NE 8th Street Biscayne Boulevard to NE 2nd Avenue EB 145 1.01 147 WB 168 1.01 170 G:10423040011Reports\TIA3.doe Page - 10 February 2005 ❑Kmiey-Hom and Associates, Inc. Revise(I Traffic Impact Analysis — 700 Biscayne Boulevard Data were obtained to deteiiiiine the existing P.M. peak hour ridership for the identified Metrobus and Metromover Routes. The data reflects typical ridership on the routes over the most recent three years. Tables 4 through 6 also present the existing P.M. peak hour ridership on the routes, and the ridership data is also included in Appendix D. 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 (vie) ratios were compared to the person -trip v/c level of service designations outlined in Tables 1 and 2. Table 7 presents the existing transportation corridor level of service. The transportation corridor vehicular capacities presented in Table 7 were derived from FDOT's 2002 Quality/Level of Service Handbook and the Miami -Downtown DRI. As indicated in Table 7, the transportation corridors have excess person -trip capacity during the P.M. peak hour and operate at acceptable levels of service. G:104230400I1Reports\TIA3.doc Page -11 February 2005 to- Kimleyliom and Associates, Inc. • • Revised Traffic Impact Analysis - 700 Biscayne Boulevard Table 4: 2004 P.M. Peak Hour Miami -Dade Transit Conditions - Biscayne Boulevard Transit Route Information Direction of Travel 2004 P.M. Peak Hour Headways Vehicles per Hour Average Vehicle Capacity riders) 2004 P.M. Peak Hour Directional Person -Trip Capacity 2004 P.M. Peak Hour Average Directional Route Ridership Biscayne Boulevard Route 3 Northbound 20 minutes 3 58 174 20 (7 riders per bus) Southbound 20 minutes 3 59 177 17 (6 riders per bus) Route 16 Northbound 20 minutes 3 53 159 21 (7 riders per bus) Southbound 20 minutes 3 53 159 14 (5 riders per bus) Route Biscayne Max Northbound 15 minutes 4 61 244 12 (3 riders per bus) Southbound 15 minutes 4 61 244 13 (3 riders per bus) Route C Northbound 20 minutes 3 61 183 37 (12 riders per bus) Southbound 20 minutes 3 58 174 25 (8 riders per bus) Route Flagler Max Northbound Variable 3 ti1 55 165 7 (2 riders per bus) Southbound 15 minutes 4 62 248 24 (6 riders per bus) Route S Northbound 10 minutes 6 79 474 35 (6 riders per bus) Southbound 10 minutes 6 80 480 17 (3 riders per bus) Total Northbound - 132 (6 riders per bus) Southbound - 110 (5 riders per bus) ( ) Buses per hour for routes with variable headways were determined by calculating the average bus frequency during the peak period (4 P.M. to 6 P.M.) G;10423040011Reports\TIA3.doc Page - 12 February 2005 ft- Kim1ey-Hom and Associates, Inc. • • Revised Traffic Irnpaci Analysis .-- 700 Biscayne Boulevard Table 5: 2004 P.M. Peak Hour Miami -Dade Transit Conditions NE Pt/NE 2" d Avenue Transit Route Information Direction of Travel 2004 P.M. Peak Hour Headways Vehicles per Hour Average Vehicle Capacity riders 2004 P.M. Peak Hour Directional Person -Trip Capacity 2004 P.M. Peak Hour Average Directional Route Ridership NE 1 st Avenue & NE 2nd Avenue Route 2 Northbound 15 minutes 4 58 232 10 (3 riders per vehicle) Northbound Variable 2 (1) 36 72 4 (2 riders per vehicle) Route 6 Southbound 30 minutes 2 36 72 3 (2 riders per vehicle) Route 7 Northbound 20 minutes 3 57 171 19 (6 riders per vehicle) Route 8 Northbound 10 minutes 6 60 360 10 (2 riders per vehicle) Route 9 Northbound Variable 4 (') 58 232 15 (4 riders per vehicle) Southbound Variable 4 (') 59 236 8 (2 riders per vehicle) Route 10 Northbound Variable 2 ('� 5$ 116 31 (16 riders per vehicle) Southbound Variable 2 (') 58 116 20 (10 riders per vehicle) Route K Northbound 20 minutes 3 55 165 22 (7 riders per vehicle) Southbound 20 minutes 3 53 159 23 (8 riders per vehicle) Route T Northbound 20 minutes 3 56 168 20 (7 riders per vehicle) Southbound 20 minutes 3 56 168 18 (6 riders per vehicle) Omni Loop (2) Northbound 90 seconds 46 40 1,840 23 (<1 riders per vehicle) Southbound 90 seconds 46 40 1,840 25 (<1 riders per vehicle) Total Northbound - 73 - 3,356 154 (2 riders per vehicle) Southbound - 60 - 2,591 97 (2 riders per vehicle) (1) Buses per hour for routes with variable headways were determined by calculating the average bus frequency during the peak period (4 P.M. to 6 P.M.) (2) Ridership data for Metromover obtained from the College North Station, G:1042304001 \Reports\T[A3.doc Page - 13 February 2005 rig KimleyHorn and Associates, Inc. • 410 Revised Traffic Impact Analysis - 700 Biscayne Boulevard Table 6: 2004 P.M. Peak Hour Miami -Dade Transit Conditions — NE 5thiNE 6thi Street rRoute2004 Transit ansi Infornation Direction of 2004 P.M. Peak Vehic es Average Vehicle riders P.M. Peak Hour Directional Person -Trip Capacity 2004 P.M. Peak Hour Average Directional Route Ridership NE 5th Street & NE 6th Street Route b, 15 minutes 58 232 10 (3 riders per vehicle) Route 7 . • 171 19 (6 riders per vehicle) Route Connection1 Seaport Eastbound 15 minutes 4 41 0 (0 riders per vehicle) Westbound 15 minutes 4 41 5 (1 riders per vehicle) Brickell WestboundMil 40 1,600 21 (<1 riders per vehicle) Inner Laop n�Eastbound 90 seconds 51 41 2,040 7 (<1 riders per vehicle) Omni 27 (<1 riders per vehicle) Total Eastbound - 62 _ 2,607 36 (<1 riders per vehicle) Westbound - 90 - 3,604 53 (<1 riders per vehicle) (1) Ridership data for Metromover obtained from the Colleue North Station. G:1042304001 IReports\T[A3.doc Page - 14 February 2005 Kimley-Horn and Associates, Inc. • • Revised Traffic Impact Analysis -- 700 Biscayne Boulevard Table 7: 2004 P.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways 2004 Peak Season P.M. Peak Hour Roadway Volumes 2004 P.M. Peak Hour Transit Ridership 2004 P.M. Peak Hour Total Volume (V) Directional Peak Hour Vehicular Capacity c�} 2004 P.M. Peak Hour Transit Capacity 2004 P.M. Peak Hour Total Capacity (C) 2004 P.M. Peak Hour Excess Capacity 2004 P.M. Peak Hour Level of Service Person- Trips {�} Person- Trips Person- Trips Vehicles Person- (3) TripsTrips Person- Person- Trips Person- Trips WCVehicles Ratio LOS Biscayne Boulevard NB 1,631 2,283 132 2,415 3,250 5,200 1,399 6,599 4,184 0.37 C SB 905 1,267 110 1,377 3,250 5,200 1,482 6,682 5,305 0.21 C NE 1 st /nd Avenue NB 1,533 2,146 97 2,243 2,990 4,784 3,356 8,140 5,897 0.28 C SB 780 1,092 154 1,246 2,990 4,784 2,591 7,375 6,129 0.17 C a W 4 Za 6 "' r� EB 463 648 36 684 2,990 4,784 2,607 7,391 6,707 0.09 C WB 761 1,065 53 1,118 2,990 4,784 3,604 8,388 7,270 0.13 C NE 8th Street EB 147 206 0 206 780 1,248 0 1,248 1,042 0.17 l.- C WB 170 238 0 238 780 1,248 0 1,248 1,010 0.19 C (1) 2004 Peak Season P.M. Peak Hour Roadway Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy. (2) Directional peak hour capacity derived from the 2002 FDOT Quality/LOS Handbook and the Miami -Downtown DRI, (3) Volumes (vehicles) were converted to person -trips using 1.6 person/vehicle occupancy. G:10423040011Reports1TIA3.doc Page - 15 February 2005 i imley-Hornd Assoc a )• antes, Inc. Revisegt 'traffic _impact Analysis — 700 Biscayne Boulevard Intersections P.M. peak hour capacity analyses were also performed for the study intersections. Table 8 presents the results of the analyses. As indicated, all signalized and unsignalized 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 8: 2004 P.M. Peak Hour Intersection Conditions Intersection 2004 P.M. Peak Hour Overall Level of Service (Existing Timings) LOS Delay (s) NE 8th Street and Biscayne Boulevard A 7.3 NE 6th Street and Biscayne Boulevard B 17.0 NE 8th Street and NE 2"d Avenue D t ) 25.9(Ut NE 6th Street and NE 2"d Avenue C 22.9 (1) Overall LOS not provided for two-way unsignalized intersections. The worst sidestreet movement is indicated. G:10423040011Reports\TIA3.doc Page - 16 February 2005 • • • Lai Kim[eyHom Ell and Associates, Inc. Revised Traffic Impact Analysis — 700 Biscayne Boulevard BACKGROUND TRAFFIC Background traffic conditions are defined as the expected traffic conditions on the prevailing roadway network in the Year 2006 (corresponding to the total buildout of 700 Biscayne Boulevard) 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 The most recent five (5) years of FDOT historical count information was obtained for two (2) FDOT count stations along Biscayne Boulevard. The growth rate analysis resulted in a growth rate of -1.4 percent (-1.4%) south of the project location and 1.69 percent (1.69%) north of the project location. Therefore, a compound growth rate of one (1) percent was applied annually to traffic counts to attain future (2006) background conditions. Historical traffic count data and growth trend calculations are included in Appendix C. Committed Developments 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. Traffic studies were requested for the following developments: • 50 Biscayne (Columbus Residential Tower/Columbus Office Tower) • 900 Biscayne • Everglades on the Bay Marina Blue (The Mist) • Park Place at Brickell Ten Museum Park (Core) The Loft (Related) ■ The Loft 2 (Related Lofts 2) G:l0423040011Reports\T1A3.doc Page - 17 February 2005 Klmiey-Horn and Associates, Inc. Revise Traffic Impact Analysis — 700 Biscayne Boulevard • The Performing Arts Center of Greater Miami • Marquis (1100 Biscayne Boulevard) The City of Miami indicated that traffic studies were completed and available for the following developments: • 50 Biscayne (Columbus Residential Tower/Columbus Office Tower) ■ 900 Biscayne ■ Everglades on the Bay ■ Marina Blue (The Mist) • The Loft 2 (Related Lofts 2) • Marquis (1100 Biscayne Boulevard) Traffic attributed to these developments impacting the study area was included in the analysis. These traffic volumes are presented in the volume development sheets in Appendix F. As indicated, no committed traffic was found to be assigned to the NE 5th/6th Street corridors. G:l042304001\Reports1TIA3.doc Page -18 February 2005 ©�© Klmley-Hom and Associates, Inc. Revise(! Traffic impact Analysis — 700 Biscayne Boulevard PROJECT TRAFFIC Project traffic is defined as the vehicle trips expected to be generated by the project (700 Biscayne Boulevard), and the distribution and assignment of this traffic over the roadway network. Existing and Proposed Land Uses The project site is currently vacant. This project proposes to develop the site with maximum of 475 high-rise residential condominium units, 6,000 square feet of retail space, a 125 room hotel, and an 8,000 square foot restaurant. The buildout of the project is expected to occur in 2006. Project Access The site will access NE 8t'' Street west of Biscayne Boulevard via one (1) full access driveway. This driveway provides access to the proposed traffic circle providing a valet/pick-up/drop off area. The parking garage entry/exit is proposed to access NE 2nd Avenue south of NE 8th Street. An additional driveway is proposed along NE 7t Street; this driveway is designated for service vehicles. Trip Generation Existing and 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 proposed land use trip generation was determined using ITE Land Use 232 (High - Rise Condominium/Townhouse), ITE Land Use 814 (Specialty Retail Center), ITE Land Use 931 (Quality Restaurant), and ITE Land Use 310 (Hotel). Project trips were estimated for the P.M. peak hour. As Table 9 shows, the proposed land uses generate approximately 257 net new external vehicular trips during the P.M. peak hour. G:1042304001\Reports1T1A3.doc Page -19 February 2005 lOnleyHorn and Associates. Inc. Revise(' Traffic Impact Analysis — 700 Biscayne Boulevard Table 9: Proposed Trip Generation Future Land Use (ITE Code) Seale P.M. Peak Hour Driveway Volumes Gross Total Trips Internal Capture Reduction Net External Trips Pass -By Capture Reduction Net New External Trips Entering Exiting % Trips % Trips High -Rise Condominiums (232) 475 d.u. 177 5.1%(9) 168 - 168 62% 106 38% 62 Specialty Retail Center (814) 6 k s f 36 47.2% (17) 19 34.0% (6) 13 44% 6 56% 7 Quality Restaurant (931) 8 k.s.f. 60 40.0% (24) 36 44.0%(16) 20 67% 17 33% 3 Hotel (310) 125 rm. 74 24.3%(18) 56 - 56 53% 31 47% 25 Total 347 279 257 160 vph . 97 vph vehicular occupancy (14% reduction) 221 vph 138 vph 83 vph ITEfMiami adjustment Person-TripConversion(1.4personsper vehicle } 309 t. (I) p' 193 p.t. tzI 116 p.t. trr ' p.t. = person -trips It should be noted that internal capture was assumed for the proposed mixed -used development. Internal capture calculations were performed in accordance with ITE Trip Generation Handbook. Detailed internal capture calculations are included in Appendix G. A pass -by capture trip reduction was also applied to the specialty retail center and quality restaurant land uses. The calculated pass -by rate for ITE Land Use 814 (specialty retail center) was approximately 70 percent (70%) and was considered inaccurate for the proposed development. Therefore, the average pass -by rate for ITE Land Use Code 820 (shopping center) was applied (34 percent). The average pass -by rate for ITE Land Use Code 931 (quality restaurant) is 44 percent (44%). ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local area. Therefore, vehicular trips were reduced by 14 percent to adjust for these vehicle occupancy assumptions. The vehicular trip generation calculations for the project are presented in Table 9. G:10423040011Reports\TIA3.doc Page - 20 February 2005 • • • ri Kinky -Flom and Associates, Inc. Reviseq Traffic Impact Analysis — 700 Biscayne Boulevard Trip Distribution and Assignment 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 Miami - Dade County 2005 Cost Affordable Plan for the traffic analysis zone (TAZ 517). The cardinal trip distribution for TAZ 517 is provided below in Table 10. The detailed cardinal distribution from the 2005 Cost Affordable Plan is included as Appendix H. Table 10: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 11 % North -Northwest 1 6% South -Southeast 12% South -Southwest 10% East -Northeast 5% East -Southeast 4% West -Northwest 22% West -Southwest 20% Total 100% 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 possible directional project traffic assignment was determined for the entire transportation corridor segment. Figures 4 and 5 show the project trip distribution and assignment for both vehicular trips and person - trips. G:10423040011Reports\TIA3.doc Page - 21 February 2005 XX E 1111111111 46% 1N----� 0 z !0 o 19% rn 0 a 0 0 0 29% tNl 44- 6% 4% OUT/ 19% IN cc cc NE 8th Street 4 % - .,.. )► 42% ♦- - 26% CUT 26% IN 0 0 N 06 --min o� 80% V r"" 5%--. 00 SITE NE 7th Street LEGEND P.M. PEAK HOUR DISTRIBUTION (VEHICLES) P.M. PEAK HOUR DISTRIBUTION (PERSON —TRIPS) 5% ✓ NE Eth Street 5th Street 6.:0 0 0 0 0 0 11% IN/13% oU7 1% 0 0 0 0 z 0 8% 6% -� V 0 FIGURE 4 TRIP DISTRIBUTION Kimley-Horn and Associates, inc. �% • XX `X,XXX a) 89 —► 16 h 0 0 44 — 56 4-- 5 3+ 7.9 26 14 0 N 4 NE 8th Street 6 58 ♦ cn 0) f) 67 4 m co SITE NE 7th Street 44— 22 411— 39 N0 NN E 6th Street 50 ----+ NE 5th Street l�. LEGEND P.M. PEAK HOUR ASSGNMENT (VEHICLES) P.M. PEAK HOUR ASSGNMENT (PERSON —TRIPS) FIGURE 5 TRIP ASSIGNMENT Kimley-Horn and Associates, Inc. Kmley-Horn I 1 and Associates, Inc. Revise(' Traffic Impact Analysis -- 700 Biscayne Boulevard TOTAL (2006 WITH PROJECT) TRAFFIC Total traffic volumes (vehicular and person -trips) considered in the future year (2006) analysis for this project are the sum of 2006 background traffic volumes and the expected project traffic volumes. Figure 6 presents the 2006 total traffic for the study area. Total turning movement volume development worksheets for the study intersections are included in Appendix F. G:10423040011Reports\TJA3.doc Page - 24 February 2005 5 4— 355 299 —� NE 2nd Avenue 219 4--85 -D 0 a) D 0 5 0 0 0 ♦--37 i 11 0 88 �— 1,-70 NE 8th Street SITE NE 7th Street A 61 _J 42 —pp. 24 - 751 20 NE 6th Street C„EHEE i 310 E 562 r— 134 748 ---.� NE 5th Street LEGEND P.M. PEAK HOUR VOLUMES (VEHOLES) P.M. PEAK HOUR VOLUMES (PERSON —TRIPS) FIGURE 6 2006 P.M. PEAK HOUR TOTAL TRAFFIC Kimley-Horn ❑ and Associates, Inc. KimieyHom C and Associates, Inc. Revise i Traffic Impact Analysis — 700 Biscayne Boulevard FUTURE CONDITIONS (2006) CAPACITY ANALYSIS Two separate future conditions peak hour capacity analyses were performed. A transportation corridor capacity analysis was perfoii ed examining person -trip volumes and capacity for total (2006 with project) conditions. Intersection capacity analysis was performed at the four (4) study intersections for both 2006 conditions both with and without project traffic. Table 11 presents the results of the transportation corridor capacity analysis for the 2006 P.M. peak hour traffic conditions. As indicated in Table 11, the corridors have sufficient capacity and are expected to operate at acceptable levels of service (LOS E or better). Table 12 presents the results of the intersection capacity analysis for 2006 P.M. peak hour with and without project conditions. As Table 12 indicates, the westbound approach at the unsignalized intersection of NE 2" d Avenue and NE 8th Street operates at LOS F. This result is common where a stop -controlled sidestreet intersects with a high -volume major street. Vehicles performing a left -turn movement on NE 8th Street at NE 2nd Avenue, which is a relatively low volume (85 vehicles during the peak hour), can proceed south via the signalized intersection on Biscayne Boulevard as an alternate route. Detailed SYNCHRO 6.0 outputs are included in Appendix 1. G:10423040011Reports\TIA3.doe Page - 26 February 2005 • • • ��Kimiey-Horn and Associates, Inc. Revised Traffic /mpaci Analysis --700 Biscayne Boulevard Table 11: Future (2006) P.M. Peak Hour Transportation Corridor Segment Conditions Principal Y 2006 P.M. Committed Peak Hour Volume tat 2006 P.M. Peak Hour Non -Project Total tat Volume Project.P.M. DPeak Hour istributian (Maximum) Project P.M. Peak Hour Assignment 2006 P.M. Peak Hour Tata(`V)gtume 2006 P.M. Peak Hour Total (5) tit Capacity (C) 2006 P.M. Peak Hour ExcesspY Capacity 2006 P.M. Peak Hour Total Level of Service Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips V/C Ratio LOS Biscayne Boulevard NB 2,463 77 2,540 11% IN/ 13% OUT 21 IN+15 OUT = 36 2,576 6,599 4,023 0.39 C SB 1,405 255 1,660 10% OUT 12 1,672 6,682 5,010 0.25 C NE lt/2" Avenue NB 2,288 304 2,592 46% IN/ 89 IN+2219%OUT OUT _ 111 2,703 8,140 5,437 0.33 C SB 1,271 0 1,271 80% IN/ 4% OUT 154 IN- S OUT = 159 1,430 7,735 6,305 0.18 C a A" W � it L " EB 698 0 698 26% IN 50 748 7,391 6,643 0.10 C WB 1,140 0 1,140 26% OUT 30 1,170 8,388 7,218 0.14 C co co 4 EB 210 0 210 46% IN 89 299 1,248 949 0.24 C WB 243 56 299 29% IN 56 355 1,248 893 0.28 C (1) A 1.0 percent annual linear growth rate was applied to the 2004 P.M. peak hour total volume to determine the 2006 background volume. (2) Total traffic generated along the corridors by developments within the study area. (3) The summation of 2006 peak hour background volumes and committed trips. (4) 2006 P.M. peak hour total volume (V) is defined as the sum of the project P.M. peak hour assignment and the background volume. (5) Total capacity determined in Table 4. G:1042304001 \Reports\T1 A3.doc Page - 27 February 2005 • • • KimieyHorn ©—T and Associates, Inc. Revised Traffic Impact Analysis —700 Biscayne Boulevard Table 12: Future (2006) P.M. Peak Hour Intersection Conditions Intersection 2006 P.M. Peak Hour without Project Overall Level of Service (Existing Timings) 2006 P.M. Peak Hour with Project Overall Level of Service (Existing Timings) LOS Delay (s) LOS Delay (s) NE 8th Street and Biscayne Boulevard A 7.7 A 8.0 NE 6th Street and Biscayne Boulevard B 17.1 B 17.1 NE 8th Street and NE 2"d Avenue F (I) 70.5 {1} F 148.3(1) NE 6th Street and NE 2"d Avenue C 22.9 C 22.4 (1) Overall LOS not provided for two-way unsignalized intersections. The worst sidestreet movement (westbound left -turn) is indicated. G:1042304001\Reports\TIA3.doc Page - 28 February 2005 ©wiri Kinky -Flom and Associates, Inc. Revissvd Traffic Impact Analysis —700 Biscayne Boulevard PROJECT DRIVEWAY QUEUING ANALYSIS As previously indicated, three (3) driveways are proposed to provide access to the project site. The project driveway along NE 7th Street will provide access for service vehicles only. Nominal traffic volumes are expected at this driveway during the P.M. peak hour. A full access driveway is proposed to provide access to the project's formal entrance area via a traffic circle. The traffic circle will be utilized for a valet, drop-off, and pick-up area. The proposed traffic circle has an outside diameter of approximately 80 feet and a pavement width of approximately 24 feet. It is estimated that more than eight (8) standard passenger vehicles can be queued along the outside curb within the traffic circle while still allowing circulating vehicles to pass to the inside radius. It is our opinion that this vehicle queue storage is adequate for the proposed development. An additional full access driveway is proposed along NE 2nd Avenue south of NE 8th Street. The full access driveway will provide access to the parking garage facility. The development plan proposes to utilize the parking garage facility for private residents and valet parking. No public parking (other than valet) will be provided within this facility. According to the trip generation analysis, the development is expected to generate 279 net external vehicular trips (entering and exiting) during the p.m. peak hour. Approximately 171 net external vehicular trips (61 percent) are expected to enter this site during this time period. It should be noted that all entering traffic (resident and valet) will utilize this driveway entrance to the parking garage. Residents and valet drivers will access the gated driveway by way of a proximity card reader. The typical service rate for an entry gate controlled by a proximity card reader adjacent to an entering sharp turn is 275 vehicles per hour. Assuming 171 entering vehicles during the p.m. peak hour, the expected 90th percentile queue is 3 vehicles. Assuming 25 feet per vehicle, the recommended reservoir distance is 75 feet. G:1042304001\Reports\TCA3.doc Page - 29 February 2005 Klmley-Nam and AssoGates, Inc. Revisc(l Traffic Impact Analysis-700 Biscayne Boulevard TRANSPORTATION CONTROL MEASURES PLAN A Transportation Control Measures Plan is required for this site in order to demonstrate how the developer plans to alleviate traffic from the proposed site on the surrounding roadway network. Miami -Dade County provides public transit in the form of the Metrobus, Metrorail and Metromover in close proximity to the project site. In addition, other measures of transportation control can be used by the developer to encourage people to use public transportation, promote bicycling and walking, encourage carivanpooling and offer alternatives to the typical work day hours. Examples of these incentives include, but are not limited to: • Provide transit subsidies for employees and residents of the site • Provide transit kiosks and information centers within the site, including route schedules and maps • Provide convenient and secure areas for bicycles The applicant intends to make the site pedestrian- and transit -friendly and will incorporate several of these features into the site. G:1042304001\Reports\TIA3.doc Page - 30 February 2005 CtmieyHorn growl K � and Assodates. Inc. Revised Traffic impact Analysis —700 Biscayne Boulevard CONCLUSIONS This traffic impact study assessed the impacts of the 700 Biscayne Boulevard mixed -use 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 and intersection capacity analysis. This revised traffic impact analysis incorporates comments provided by the City of Miami's traffic engineering consultant (URS Southern Corporation) provided on January 4, 2005. Transportation corridor capacity analyses and intersection capacity analyses were performed for the existing 2004 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 221 additional net new vehicular trips and 309 additional net new 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 Affordable Plan. Capacity analyses were also performed for the future (Year 2006) with project conditions. Results of these analyses demonstrate that the transportation corridors will continue to have sufficient capacity and operate at acceptable levels of service. The results of the capacity analyses indicated that the signalized study intersections are expected to operate at acceptable levels of service. The westbound approach at the unsignalized intersection of NE 2nd Avenue and NE 8tn Street is expected to operate at LOS F with or without project traffic. This result is common where a stop -controlled sidestreet intersects with a high -volume major street. Vehicles performing a left -turn movement on NE 8t Street at NE 2nd Avenue (only 85 vehicles during the peak hour) can access the signalized intersection on Biscayne Boulevard to travel south. The proposed project driveways are expected to operate adequately. Sufficient reservoir area will be provided at proposed gated entry to the parking garage. The development plan proposes 852 (+/-) parking spaces within the parking garage facility. The required number of parking spaces according to the City of Miami Code is 595 parking spaces. G:1042304001 \Reports \TIA3.doc Page - 31 February 2005 • • • APPENDIX A: Methodology Correspondence • • • Kimley-Horn ►.,� and Associates, Inc 5100 NW 33RD AVENUE, SUITE 157 FORT LAUDERDALE, FL 33309 (954) 739-2233 PHONE (954) 739-2247 FAX FACSIMILE TRANSMITTAL SHEET TO. FROM: Mr. Raj Shanmugam, P.E. John J. McWilliams, E.I. c/o Qna7i Masood, E.I. COMP ANY: URS Southern Corporation DATE: 11/16/04 FAX NUMBER: 954-739-1789 4 TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: 954-739-1881 RE: CC: 700 Biscayne Boulevard Project MUSP Traffic Study Methodology ❑ URGENT 0 FOR REVIEW 0 PLEASE COMMENT ❑ PLEASE REPLY NOTES/COMMENTS: Please see the attached revised methodology memorandum outlining the parameters of the traffic study for 700 Biscayne Boulevard. This memo incorporates verbal comments received from both Erin Degutis and Qua7i Masood. If you have any revisions to this methodology, please contact rue. THE INFORMATION CONTAINED IN THIS TRANSMISSION IS PRIVILEGED AND CONFIDENTIAL. IT IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED ABOVE. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPY OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY t ISLEPHONE, COLLECT, AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE U.S. POSTAL SERVICE. WE WILL REIMBURSE YOU FOR POSTAGE. THANK YOU. Fl • Kimley-Horn and Associates, Inc. Memorandum To: Mr. Rajendran Shanmugam, P.E. Mr. Quazi Masood, E.I. URS Southern Corporation From: Greg Kyle, AICP John McWilliams, E.I. Cc: Steven Coren Royal Palm Communities, Inc. Date: November 16, 2004 Subject: 700 Biscayne Mixed -Use Development Revised MUSP Traffic Impact Analysis Methodology The purpose of this memorandum is to summarize the MUSP traffic impact analysis methodology as agreed to during our October 27th meeting. The methodology has been revised to incorporate verbal comments received on November 4, 2004 and November 16, 2004. The following items were discussed: Trip Generation Trip generation calculations will be performed using ITE Trip Generation, 7th Edition and the ITE Trip Generation Handbook. Internal capture between the residential land uses and retail land uses will be accounted for. Pass -by capture for the retail land use will also be included. The internal capture methodology and pass -by capture rates will be obtained from the ITE Trip Generation Handbook. Trip Distribution Trip distribution will be determined using the cardinal distribution from the appropriate Traffic Analysis Zone (TAZ). According to Miami -Dade County's TAZ Map, the project is located in TAZ 517. Committed Development The City of Miami will be contacted to obtain the November 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. Based on the availability of previous traffic studies from the City of Miami, the following developments will be accounted for: Suite 157 5100 NA 33rd Avenue Fi. Lauderdale, Florida 33309 TEL 954 739 2233 FAX 954 739 2247 • Kimley-Horn and Associates, Inc. Mr. Rajendran Shanmugam. P.L _, November 16, 2004. Pg.2 • 50 Biscayne (Columbus Residential Tower/Columbus Office Tower) • 900 Biscayne • Everglades on the Bay • Marina Blue (The Mist) • Park Place at Brickell • Ten Museum Park (Core) • The Loft (Related) • The Loft 2 (Related Lofts 2) • The Performing Arts Center of Greater Miami • Marquis (1100 Biscayne Boulevard) Study Area The study area for this project was generally defined as Interstate 395 (north), NE 5th16`h Street (south), Interstate 95 (west), and Biscayne Bay (east). Within the study area, four (4) intersections were identified for analysis: • NE 8th Street and Biscayne Boulevard • NE 6th Street and Biscayne Boulevard • NE 8th Street and NE 2nd Avenue • NE 6th Street and NE 2nd Avenue Intersections along NE 7t Street were not included in the study area as the only proposed project access to this roadway is a service entrance. Therefore, the project is expected to have a minimal impact at these intersections. The following corridors were identified for analysis: • Biscayne Boulevard • NE 2nd Avenue • NE 1st Avenue • NE 5th Street • NE 6th Street • NE 8th Street Data Collection PM peak hour turning movement counts will be conducted at the previously identified study intersections. 72-hour machine counts will be conducted on the identified corridors. 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 PM peak hour at all 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 Fri Kimley-Horn and Associates, Inc. • Mr. Rajendran Shanmugam, P.E. November 16, 2004, Pg.3 three (3) scenarios: existing, build -out (2006) without project, and build -out (2006) with project. In addition, all 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. Documentation The results of the analysis will be summarized in a report. The report shall include all necessary supporting documents including signal timings, lane geometry, and software output sheets. A site plan illustrating the proposed driveways will also be provided in this submittal. The report will also address how the proposed development's transportation control measures plan. G:10423040011Correspondence1111604 URS Memo.doc • • 0 • APPENDIX B: Traffic Count Data • • • 24-Hour Counts CLIENT : K:N:LEY 'HORN & ASSCC:ATES CROSSROADS ENGINEERING DATA, INC JOB '+1O : 2064-94 1350:: SW 128TH ST, STE 101 MIAMI, FL Site Code : 870001121100 PROJECT: BISCAYNE BLVD. TEL: 305-233-3997 FAX : 305-233-7720 Start Gate: 11702/2004 COUNTY : MIAMI-DADE File I.D. : 87200/91 Street name :BISCAYNE BLVD. NEAR NE 7TH STREET Page _ Begin < N3 >< SE >< Combined > Tuesday IDTime A.M. P.M. A.M. P.M. A.M. P.M. 12:20 11/02 154 339 47 288 201 627 12:15 130 380 38 267 168 647 12:30 50 382 36 268 86 650 12:45 44 378 312 1413 I 20 141 282 1105 I 64 519 594 2518 01:0C 33 332 I 24 222 I 57 554 01:15 29 362 I 15 260 I 44 622 01:30 23 328 I 9 211 i 32 539 0,:45 22 107 380 1402 I 17 65 290 983 I 39 172 670 2385 02:00 25 326 I 223 4.0 549 02:15 16 372 222 23 594 02:30 12 352 _1 200 23 552 02:45 10 63 326 1376 i 9 42 222 865 I 19 105 546 2241 03:00 18 395 6 099 24 594 03:15 14 359 8 202 22 561 03:30 8 357 I 10 214 18 571 03:45 17 57 339 145C I 8 32 170 785 25 89 509 2235 04:00 10 396 I 8 187 18 583 04:15 18 347 I 14 191 32 538 04:30 15 393 I 25 193 40 586 09:45 31 74 369 1505 I 33 80 205 776 64 154 574 2281 05:00 27 455 l 43 185 I 70 64. 05:15 24 411 35 220 1 59 631 05:30 37 405 88 190 1 125 595 05:45 52 140 383 11655pJi 9S 264 194 6 789(1 150 404 577 2444 t 06:00 60 406 017 067 1 177 573 06:15 89 415 156 183 1 245 598 06:30 122 323 1 183 153 1 305 476 06:45 126 397 255 1399 1 242 698 149 652 1 368 1095 404 2051 07.00 149 264 1 195 106 344 370 07:15 146 272 1 252 112 398 384 07:30 176 184 1 288 124 464 308 07:45 204 675 213 933 ! 352 1087 112 454 1 556 1762 325 1387 08:00 214 206 319 104 593 310 08:15 184 153 395 94 579 247 08:30 194 153 424 98 618 251 08:45 183 775 177 689 a 410 1608 112 408 593 2383 289 1097 09:00 234 166 392 98 626 264 09:15 257 168 357 81 614 243 09:30 235 146 423 88 658 234 09:45 282 1008 114 594 411 1582 69 335 692 2590 183 930 10:00 268 168 337 59 605 227 10:15 270 130 285 57 [ 555 187 111111 10:30 279 95 255 59 ? 534 154 10:45 319 1136 108 501 2E3 1140 43 218 1 582 2276 151 719 11:00 316 90 254 57 1 570 147 11:15 326 84 244 49 1 5-70 133 11:3C 326 93 240 37 1 566 130 11:45 359 1327 91 358 i 243 481 41 184 I 602 2308 132 542 Totals 6137 13275 1720 7555 13957 20830 Day Totals 19412 15275 34687 Split 5 44.2% 63.7% 55.7% 36.2% Peak Hour 11:00 05:00 08:15 12:00 09:00 12:00 Volume 0327 1655 1621 1105 2590 2518 P.H.F. -.92 .99 .95 .95 .93 .96 • CLIENT : FINLEY HORN & ASSOCIATES CROSSROADS ENGINEERING DATA, INC .;OI1 NC,- : 20.04-94 13501 SW 128TH ST STE 101 MIAM1, FL PROJECT: BISCAYN3. BLIT TEL: 305-233-3997 FAX : 305-233-7720 COUNTY : MIF0II-O50S Street name :HI_SCAYNE BLVB. NEAR NE 7_= STREET Beosr < NB >< SH >< Cc_mined > 111111 -z-,.. S.M. P. F.M. ? '!. A.M.90 12:00 11/03 1�? 414 36 275 153 69 138 403 34 278 I 172 68 12:30 43 298 I 36 262 I 79 560 12:45 32 530 325 1440 I 25 131 257 1073 I 57 461 582 2513 01:00 39 300 I 26 294 65 594 01:15 29 300 I 15 248 44 548 01:30 29 294 I 20 239 49 533 01:45 23 120 284 1178 I. 30 91 275 1056 53 211 559 2234 02:30 39 324 1 18 242 56 566 02:15 22 293 I 17 238 _ 39 531 02:30 17 326 14 206 !31 532 02:45 22 99 307 1250 I 11 60 223 909 1 33 159 530 2159 03:00 18 306 13 243 1 31 549 03:15 10 326 15 198 1 25 524 03:30 14 321 8 207 1 22 528 03:45 15 57 334 1287 = 9 4^ 2I0 858 1 24 102 544 2145 04:00 14 374 10 194 1 24 568 04:15 -13 313 13 192 1 26 505 04:30 336 31 193 1 42 529 04:45 23 61 330 1353 i 43 97 230 809 1 66 158 560 2162 D5:00 25 399 43 230 1 68 629 :15 27 381 44 241 1 71 622 05:30 31 407 94 211 1 125 618 05:45 45 128 382 115691 107 288 205 887 i 152 416 587 2456 0 6:00 60 377 125 219 185 596 06:15 83 391 144 194 _ 227 585 D6:30 93 324 218 188 311 512 06:45 163 399 312 1404 259 746 162 763 422 1145 474 2167 07:00 161 2E3 245 156 406 409 07:15 166 221 302 155 _ 468 376 07:30 193 232 323 127 516 359 C7:45 226 746 202 908 386 1256 124 562 1 612 2002 326 1470 08:00 205 241 402 113 607 354 08:15 203 206 382 118 585 324 08:3C 210 181 434 116 644 297 08:45 272 890 103 731 459 1677 99 446 731 2567 202 1177 09:00 238 168 414 101 652 269 09:15 288 139 344 113 632 252 09:30 270 157 l 355 114 625 271 09:45 278 1074 141 605 k 381 1494 111 439 659 2565 252 1044 10:00 243 149 304 112 547 261 10:15 252 132 282 79 534 211 10:30 265 119 262 75 527 194 10:45 359 1119 122 522 ! 281 1129 72 335 640 2248 194 860 11:00 312 123 278 83 590 206 11:15 320 108 1 274 59 594 1.67 11:30 320 71 ! 275 34 l 595 105 11:45 334 1286 82 384 1 274 1102 52 228 l 608 2388 134 612 Totals 6309 12631 8116 8368 14425 20999 Day Totals 18940 16484 35424 Split € 43.79 60.1% 56.21 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.F. .91 .96 .91 .92 .90 .91 • • Site Code 873001121 03 Start, Date: 11/02/2004 File I.D. : 870001-1 ?ace 2 Redoesday CLIENT : KIMLEY HORN 6 ASSOCIATES JOB NO : 2004-94 PROJECT: BISCAYNE BLVD. COUNTY : MIAMI-DADE Street name :BTSCAYNE BLVD. NEAR N= 7TH STREET Begin Time A.M. 12:00 11/04 96 12:15 126 :30 53 t2:45 36 01:00 39 C1:15 29 01:30 19 01:45 23 02.00 26 02:15 13 62:30 17 02:45 26 03:00 19 23:15 9 G3:30 9 03:45 10 04:00 21 04:15 14 04:30 13 04:45 21 05:00 23 05:15 18 05:30 21 05:45 44. 06:00 72 06:15 91 06:31 108 06:45 122 07:00 153 07:15 163 07:30 201 07:45 214 08:00 23 08:15 194 08:30 259 08:45 249 09:00 232 09:15 287 09:30 235 09:45 276 10:00 224 10:15 283 1110 10:30 240 10:45 328 11:00 352 :i5 296 i:30 287 11:45 352 Totals 6166 Day Totals Split % 42.0% CROSSROADS ENGINEFRII6O DATA, INC 13501 SE 128T8 ST, STE 101 MIAMI, FL 305-233 3997 FAX : 305-233-7720 Site Code : 675001121100 Start Date: 11/02/2004 File 1.D. : 870001-1 Paae 3 NE >< S0 >< Combined > Thursday P,M. 330 359 341 311 347 334 273 349 113 298 357 319 363 82 307 316 345 350 47 340 379 321 327 69 360 416 415 413 106 374 406 375 319 393 278 239 264 226 731 218 307 239 181 915 162 173 133 176 1030 204 201 138 116 1075 13 188 293 175 1297 159 13518 19684 57.6% 1377 1254 134E 1351 1387 1378 947 889 686 468 815 A.M. 48 51 41 28 23 18 15 23 19 12 13 16 7 6 14 13 14 13 36 45 50 55 100 138 1,28 171 215 229 278 282 362 365 391 431 477 490 392 373 372 335 314 289 264 286 302 298 328 328 8500 P.N. 274 255 323 168 302 1154 283 294 286 9 304 1167 261 240 221 60 256 978 2251 245 244 42 221 212 399 252 108 259 922 237 269 242 343 264 1101.2 281 285 271 743 264 1101 241 248 207 1287 257 953 177 153 124 1789 110 564 90 116 102 1472 99 407 106 99 101 1153 7 313 73 123 97 1256 93 386 9918 18418 57.9% 42.3% • 961 144 504 177 _14 94 564 64 479 649 2531 62 617 47 567 34 635 46 189 602 2421 45 618 25 559 30 584 42 142 563 2324 26 567 17 590 23 594 23 89 551 2312 35 591 27 520 49 579 66 177 619 2309 73 655 73 684 121 655 } 182 449 638 12632 f 200 687 i 262 660 323 590 351 1136 542 2479 431 480 445 512 563 433 579 201E 475 1900 604 484 625 392 736 305 739 2704 272 1453 624 263 660 249 607 278 611 2502 303 1093 538 307 572 237 504 217 614 2228 2C 781 654 261 594 416 615 272 690 2553 252 1201 14666 23436 38102 Peak Hour i1:00 05:00 28:15 12:30 08:30 05:15 Volume 1297 1620 1790 1202 2759 2664 P.H.F. .89 .96 .91 .93 .93 .96 PM PEA-4 FErL OF- S PC^ i D (Orr 3-DAti i1Ycr1t/2rl 11 /2. 165 11C9 1 i 3 154,9 Se") 11/'+ 11o20 1017. RVA 1(osS * 1,0I 1631 B9c,, age, .13,54IF 905- vpal CLIENT : KIM..EY HORN & ASSOCIATES CROSSROADS ENGINEERING DATA, INC JOB NO , 2004-94 13501 SW 128T6 Si, STE 101 HIOMI, FL Site Code : 870002511lCC PROJECT: 6.150AYNE BLVD. TEL: 305-233-3997 DAY, : 305-233-772G Start Date: 11/02/2004 COUNTYM7i'lY:i-DADE File I.D. : TEST Street name :NE 2ND AVENUE NEAR NE 7TH STREET SOUTEBOUNi; Page : _ Bean < Quarter Hour > Hour Time 1st 2nd 3rd 4th Total Each Ecuais 25 Vehicles 11111 12,00 ,1/02 10 11 4 3 28 01:00 6 9 1 6 02:00 2 3 - 3 9 03:00 2 2 1 6 11 04:00 4 14 21 22 61 ** 05:00 26 34 83 122 265 *******.*** 06:O0 107 121 176 227 631 ***W******a****a*+***.*** 07:00 244 235 311 406 1196**********..*******************._,.*_***_*_*..*.x 400 1397 **************=,.._F „_ _***** 09:O0 359 3053336 ****************,********.* 10:00 274 242 234 239 G9:OC 370 292 266 292 2?9 " "***"****�*'*•'****•, �983...*******...*.,***.***.***********._..* 1:O0 229 202 217 200 848********************************** 12:00 204 182 201 198 785 ******************************* C1:00 170 210 182 213 775 ******************************* 02:00 167 195 177 185 724 **********•***************.** 03:00 172 147 159 154 632 *****.******************* 04.00 126 159 154 126 567 *********************** OS:COy 214 198 :71 150 [733 **•***********************.** 06:0C 128 97 95 101 421 ***************** 07:00 68 77 43 66 254 *'******** 06:00 62 41 44 32 179 ******* O9:OO 41 41 28 24 134 ***** 10:00 19 25 20 20 84 `** 11:00 17 14 12 10 53 ** Total 12037 AM Peak PM Peak • • The AM peak hour becen 08:15. The peak volume was 1406. The largest interval began 08:45, and contained 4C0 vehicles. The peak hour factor was .88 The PM peak hour began 12:CC. The peak volume was 785. The largest interval began 12:00, and contained 204 vehicles. The peak hour factor was .96 •Tlme 1st12:00 11/03 11 GI:00 2 02:00 3:00 04:00 4 O5:00 20 06:00 97 07:0 169 08:00 3.2 09:00 316 10:09 256 11:00 212 12:00 17B 01:00 175 02:00 165 03:00 161 04:00 05:col 06:00 07:00 08:00 09:00 10:00 11:00 Total 031 Peak PM Peak • • CLIENT . KIMLEY HORN & ASSOCIATES .'OD N0 2094-94 PROJECT: BISCAYNE BLVD. COI!IOTY : MIAMI-DADE Street name :NE 2ND AVENUE, NEAP. NE 7TH SPREE" Begin ( Quarter Neur > .. nd 3rd 4t 10 10 4 4 5 4 3 8 10 7 E 27 27 61 77 97 135 174 172 256 270 349 376 320 308 331 281 247 205 212 197 178 188 173 224 187 186 198 196 162 155 166 147 143 135 105 126 137 186 181 191 144 127 97 77 74 -375 76 43 47 59 225 40 35 23 16 119 23 27 22 21 93 18 24 9 10 61 19 13 9 13 54 10846 Total 35 15 23 46 185 503 867 1377 123E 920 77S 762 757 648 5E6 479 The AM 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 13501 SW 128TH ST, STE 101 MIAM: FL TEL: 305-233-399" FAX : 305-233-7720 501THBO56D Each Eauals 25 Vehicles Site Code : 870002511100 Start Cate: 11/02/2004 Elle I.D. TEST age CLIENT : XIMLEY HORN 4 ASSOCIATES JOB NO : 2004-94 PROJECT: 915090NE BLVD. COUNTY . 41ANI-DADS Street name :NE 2ND AVENUE NEAR NE 7TH STREET CROSSROADS ENGINEERING DATA, INC 13501 SW 128TH ST, STE 101 MIAPI, _L TEL: 305--233-3997 FAX . 305-233-7720 SCUT-SQUN9 Site Code : 870002511100 Start Date_ 11/C2/2004 Pile I.D. : TEST Page • • Begin <------guar.er Hour > Hour Time 1st 2nd 3rd 4th Total 12:00 11/04 10 11 7 7 35 C1:00 2 S 9 6 22 02:00 - 3 6 1 33:00 2 8 _? 04:00 3 13 21 27 64 05:00 37 43 74 105 259 06:00 110 129 196 241 676 07:00 24? 254 267 343 1131 00:00 376 397 365 354 1492 09:00 322 348 282 324 127E 10:00 257 221 235 261 974 11:00 234 262 210 206 912 12:00 218 257 246 170 891 11:00 197 187 210 212 806 D2:00 184 170 174 184 717 03:00 187 204 215 187 793 ,04.00 165 162 184 204 715 105:001 252 234 210 186 18821 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 43 156 10:00 37 50 127 235 449 11:00 226 49 23 20 318 Total 14339 AM Peak PM Peak The AM peak hour began 08:00. The peak volume was 1492. The largest Interval began 08:15, and contained 397 vehicles. The peak hour factor was .94 The PM peak hour began 04:45. The peak volume was 90D. The largest interval began 05:00, and contained 252 vehicles. The peak hour factor was .89 t'E-A 140u2. or -7-me S s 5 P' TD Ca l''4 i 3-244t,€ 1112 733 7402 1 U,� B52 RV., -1-)Z4fs'1 44 1,01 P3CF Each Equals 25 Vehicles CLIENT : KTNLEY HORN s ASSOCIATES CROSSROADS ENGINEERING DATA, INC. „ON NO : 2004-94 13501 SE 128TH ST, STE 101 M;AMi, FL Site Code : 870003111100 PROJECT: BBISCAYNE BLVD. _EL: 305-233-3997 FAX : 305-233-7720 Start Sate: 11/02/2004 COUNTY : MIAM1-DADE File I.D. : 870003-1 Street name :NE 1S•:' AVENUE NEAR NE 7TH STREET NCRTHEOUNT Pace Begin < 0uarter Hour > Hour Time. 1st 2nd 3r5 4th Total Each Vehicles 25 Vehices 111111 11:00 =1/02 * * * �;1.: CG 02:00 * 03:00 * 04:00 * * 05:0D * . 06:00 * * * 0 :00 * 08:00 * ' 09:00 * * 10:20 11:60 * 0 245 231 12:D0 263 239 315 305 1122`"******_*****'*....***o**..**.....*...**...* 01:00 249 262 295 284 1090********************.**'******"************. 02:00 341 296 277 309 1223****.**********..******-*.**.**.********* .**:****** 03:00 317 324 335 323 1300*,,,,********'*'****"'*.***.*,,******.**. . ****.*** 04:00 390 302 354 366 1412*********`********************************************** 05:0C 436 371 295 274..********.**********..*«**..*****-.****:******.******,* 06:00 290 278 227 175 970*,******************.******************* 07:00 268 159 181 162 770 *********`********************* 0800 201 153 129 100 593 *************-********** 09:00 124 91 116 97 428 *************>.** 10:00 73 50 28 20 171 ******* 11:60 28 27 15 27 97 ,*'* Total 10552 AM Peak PM Peak • • The AM peat: hour began 11:45. The peak volume was 1048. The largest interval began 12:30, and contained 315 vehicles. The peak hour `_actor was .83 The PM peak hour began 04:30. The peak volume was 1527. The largest interval began 05:00, and contained 435 vehicles. The peak now: factor was .88 CLIENT NIMLEY HORN 6 ASSOCIATES CROSSROADS ENGINEERING DATA, INC JOB NO : 2004-94 13501 SW 128TH ST, __E v1 MIAMI, EL Site Code . 870003111"s.nn PROJECT: BISCAYNE BLVD. TEL: 305-233-3997 6FAX.305-233-1'20 Start Date: II/02/2.004 COUNTY . MIAMI-CAGE File _._. . 870003-1 Street name :NE 1ST AVENUE N9r5 NE 7TH STREET NORTHBOUND Page . Begin < Quarter Rour > Hour 111111 Time 2nd 3rd 4th Total Each . Eauala 23 Vehicles 2:00 11/03 47 44 14 7 108 °'** 01:90 9 7 6 29 * '02:0O 6 8 8 23 * 03:00 2 1 0 04:00 10 5 9 29 . 05:03 7 6 21 43 67 *", 06:00 31 39 58 87 215 *.*.*+x,. 07:00 95 '30 149 203 577 ****._*_„ ,,,“,.,...+. 08:00 167 -58 172 189 666 *****-**+.*._***..****.._** 09:00 187 232 17a 213 810******.*************+f.,,..*..*+ 10:00 259 2'5 236 251 971*********.***********************.***„* '1:00 361 245 244 317 2267.,,.*,*,,....>.+*.*****..*****.+.********.+.*..* 12:00 372 269 234 240 1115 =****^*^x**.***`*** `***+.*..;*.*******.***. 01:00 277 265 249 269 1060********************+****.***************. 02:00 273 249 292 264 1096***************************.*.a:************. 03:00 300 304 312 350 1266************...+*******.*.....***..*****.,+*,„**.+ 04:00 364 360 376 360 1460*.*********************************************.*.******** 05:00 433 377 326 293 *I429********.*.*******************************+****+********* 06:00 311 267 227 200 1005*****.**.**..*********************,***** 07:00 260 207 192 195 854***+*********..******************* 08:00 219 167 119 119 624 *****..****************** 09:0C 199 164 163 124 650 ************************** 10:00 94 64 52 39 249 ********** 11:00 32 27 23 43 125 '+*,. Total 15624 AM Peak The AM peak hour began 11:30. The peak volume was 1202. The largest interval pecan 12:00, and contained 372 vehicles. The peak hour factor was .81 PM Peak The PM peak hour began 94:30. The peak volume was 1546. The largest interval began 05:00, and contained 433 vehicles. The peak hour factor was .89 • • • • CLIENT : K:MLEY HORN & ASSOCIATES JOB N0 : 2004-94 PROJECT: BISCAYNE BLVD. COUNTY : MIAMI-DADE Street name :EVE 1ST 50660E NLOR NE 7TH STREET Begin: < Quarter _lo g r------> Hoy: ime st nd 3rd 4th Total 12:00 11/04 32 20 18 5 75 01:00 19 7 13 5 39 02:00 7 11 4 3 25 03:00 _ 5 3 3 16 04:00 4 5 8 6 23 05:00 15 6 9 23 50 06:00 33 47 53 82 215 07:00 105 134 149 159 547 08:00 183 238 245 - . 813 09:00 204 209 235 259 897 20:00 211 238 198 248 865 1:00 374 373 303 266 1316 12:00 312 292 399 376 1379 01:00 318 276 274 280 1148 02:00 361 332 278 273 1244 03:00 336 327 298 319 1280 04:00 403 336 358 395 1492 05:00 450 496 432 370 (17487 06:00 392 361 319 266 1338 07:00 356 336 351 448 1491 09:00 372 272 231 114 959 09:00 173 143 219 120 655 10:00 152 226 399 255 1032 11:00 91 243 133 94 561 Total 19208 034 Peak PM Peak The 021 peak hour began 11:00. The peak volume was 1316. The largest interval began 11:00, and contained 374 vehicles. The peak hour factor was .88 The Pik peak hour began 04:45. The peak volume was 1773. The largest interval began 05:15, and contained 496 vehicles. The peak hour factor was .99 CROSSROADS ENGINEERING DATA, INC 13501 SW 128Th ST, STE 101 MIAMI, FL 305-233-3997 FAX : 305-233--7720 fAK }H2 oF iviG Srm '£D GPM 3-Dl1 :R ,E 1533ph NORTHBOUND Each * Eauals 25 Vehicles Site Code . 8700031711100 Start Date: 11/02/2004 File I.C. : 870003- Paue 3 • • • CLIENT : K?MLEY HORN « ASSOCIATES JOB NO : 2004--94 PROJECT: BISCAYNE BLVD. COUNTY : MI0500-LADE Street name :NE 5TH STREET NEAR NE 2ND AVENUE Quarter Hour 0 Hour 1st 2nd 3rd 4th Total 12:00 11/02 30 20 13 7 70 01:00 0 8 1 2 11 02:00 5 2 2 3 12 03:00 7 7 7 5 26 04:00 5 10 21 37 05:00 30 24 49 79 182 06:00 77 100 123 132 432 07:00 122 166 170 206 664 08:00 198 244 281 269 992 09:00 223 210 176 213 822 10:00 179 199 150 1.76 704 11:00 180 18C 153 15' 664 12:0D 179 172 259 216 826 01:00 181 176 164 234 755 02:00 205 158 158 170 691 03:06 182 158 145 94 579 04:CD 95 93 E9 70 347 05:00 105 87 89 123 404 06:00 110 69 5E 85 322 07:0D 77 45 56 65 243 08:00 63 60 43 46 212 09:00 42 49 58 47 196 1D:00 17 19 14 12 62 11:00 13 7 7 10 37 Total 9290 AM Peak PM Pear The AM peak hour began 08:15. The peak volume was 1017. The largest interval began 08:30, and contained 281 vehicles. The peak hour factor was .90 The PM peak hour began 12:30. The peak volume was 832. The largest interval began 12:30, and contained 259 vehicles. The peak hour factor was _83 CROSSROADS ENGINEERING DATA, INC 13501 SWr 128TH ST, STE 130 MIAMI, 80 TEL: 305-233-3997 FAX : 305-233-7720 EASTBOUND Each ' Equals 2S SCSI Site Code : 870005311100 Start Date: 1/02/2004 Pile I.D. : 870005-1 Pace 1 CLIENT : KIMLEY HORN & ASSOCIATES .08 N0 : 2004-94 PR.O.TECT: BISCAYNE BLVD. COUNTY : MIAMI-DADE Street name :NE 5TH STREET NEAR NE 2!I_ AVENUE Begin < Quarter Hour > Hour .Time 1st 2-d 3rd 4th Total 2:00 11/03 5 13 4 2 24 1:0C 3 15 ? 3 22 02:00 1 _ 2 5 10 3:00 6 4 25 17 04:00 3 14 29 27 73 O5:00 25 37 85 127 265 06:00 101 101 175 180 557 07:00 195 156 247 258 84£ O8:00 254 226 255 24` 976 09:00 329 230 195 230 984 12:00 251 225 223 773 975 11:00 255 216 222 237 930 12:00 279 223 210 198 910 01:00 213 220 207 199 839 02:00 184 198 169 206 757 03:00 176 149 137 119 581 04:00 129 13. 90 84 434 05:00 116 96 122 95 n 06:G0 103 89 92 89 373 07:00 85 69 70 110 334 08:00 99 69 47 46 261 G9:00 60 68 68 37 233 10:00 36 24 22 11 93 11:G0 20 10 12 10 52 Total 10975 .AM Peak PM Peak • • The AM peak hour began 08:30. The peak volume was 1055. The largest interval began 09:00, and contained 329 vehicles. The peak hour factor was .80 The PM peak hour began. 12:00. The peak volume was 910. The largest interval began 12:00, and contained 279 vehicles. The peak hour factor was .82 CROSSROADS ENGINEERING DATA, INC 13501 SW 128TH S , STE l01 01A4S, FL TEL: 305-233-3997 FAX : 305-233-7720 EASTBOUND Each * Equals 25 vehicles Site Code : 87003531110G Start Date: 11/02/2004 File I.D. : 8700G5- Paae CLIENT , KIMLEY HORI, S ASSOCIATES 30B N0 ; 2004-94 PROJECT: BISCAYNE BLVD. COUNTY : MIAMI-DALE Street name :NE 5TH STkEET NEAR NE 2ND AVENUE Begin - Quarter Hour ----------> Hour 1111 Time 1st 2nd 3rd 40h Total 12:00 11/D4 11 19 5 9 44 01:00 1 5 b 19 02:00 0 5 3 3 11 03:00 3 3 3 9 18 04:00 5 13 19 42 80 05:00 38 53' 84 99 271 06:00 113 141 196 200 65C 97:00 219 243 202 257 921 08:00 240 247 301 320 1108 09:00 278 251 193 264 986 10:00 226 249 216 241 932 11:00 245 248 222 205 920 12:00 225 283 302 241 1051 01:00 215 219 225 231 890 02:00 225 177 185 197 784 03:00 215 224 223 177 839 04:00 109 102 119 134 464 05:00 140 136 127 139 542 C6:00 189 177 186 25,7 802 07:00 271 32D 253 213 1057 08:00 179 113 98 57 447 09:00 73 69 70 59 271 10:00 32 37 53 75 197 11:00 80 43 28 24 175 Total 13479 • • AM Peak PM Peak The A. peak hour began 08:30. The peak volume was 1150. The largest interval began 08:45, and contained 320 vehicles. The peak hour factor was .90 The PM peak hour 'began 06:45. The peak volume was 1094. The largest interval began 07:15, and contained 320 vehicles. The peak hour `actor was .85 PEA- H rz. of -€T r C, S 5 P fY aro -DP RI( It j2 +pet- f13 4l i 1 I-1 542. 41-51 vFi^ -3k (,01 4G,3 vph CROSSROADS ENGINEERING DATA, INC 1350 SW 128T•r. ST STE 201 MIAM FL TEL: 305-233-3997 FAX : 305-_233-7720 cps' EAST SOUND Each * Fuals 25 Vehicles Site Code : 87000531110D Start sate: 12/02/2004 File I.D. : 870005-1 Page 3 CLIENT : KIMLEY HORN & ASSOCIATES CROSSROADS ENLINEERING DA A, INC JOS NO : 2004-94 13501 SW 128TH ST, STE 101 MIA*7I, ET Site Code : 870004711100 PROJECT: BISCAYNE BLVD. TEL: 305-233-3997 FAX : 305-233-7720 Start Date: 11/02/2004 COUNTY : MIAMI-DARE File I.P. : 570004-11 Street name :NE 6TH STREET NEAR NE 2ND AVENUE WEST30JND Page Begin < Quarter Sour > Hour illsme 1st 2nd 3rd 480 Total Fade * Equals 25 Vehicles 11/02 15 "7 4 5 31 01:00 4 3 3 5 15 02:00 0 0 2 2 4 03:00 3 5 _ 0 9 04:00 4 2 0 6 12 O5:00 2 4 3 11 20 06:O5 15 10 39 34 98 07:06 27 50 75 86 236 08:00 118 70 78 52 318 09:00 61 58 84 112 315 '0:00 95 90 109 119 413 11:00 148 114 138 129 529 12:00 144 123 131 113 511 O1:00 118 134 142 122 516 02:50 163 153 165 163 644 03:00 182 144 283 155 664 04: 162 175 187 180 704 05:00 227 200 151 136 771 :00 166 132 52 59 419 07:00 89 54 52 51 246 08:00 48 40 25 26 139 09:00 23 16 14 18 71 10:00 30 26 18 15 89 11:00 10 13 3 13 39 Total 6768 AM Peak FN. Peak • • The AM peak hour began 11:30. The peak volume was 534. The largest interval began 12:00, and contained 1.44 vehicles. The peak hour factor was .93 The PM peak hour began 04:3D. The peak volume was 794. The largest interval began 05:00, and contained 227 vehicles. The peak hour factor was .87 CLIENT : _;IMLEY HORN & ASSOCTATES JOE NO : 2004-94 PROJECT: BISOAYNE BLVD. COUNTY : MIAMI-DADE Street name :NE 6TH STREET NEAR NE 2ND AVENUE Begin < Quarter flour > hour 11111- T'me 1st 2nd 3rd 4th Total • • 12:00 11/03 22 9 6 1 38 01,0G 6 2 5 3 16 02:00 4 2 1 12 03:00 3 2 8 04:00 6 2 _ _ 12 05:00 6 2 4 13 25 06:00 13 16 33 117 07:O2 56 94 140 141 433 08:O0 145 118 154 126 543 09:00 90 145 1 8 113 466 10:00 115 102 1.2. 114 452 1:00 169 123 137 145 574 12:0C, 155 117 122 129 523 01:00 150 126 135 142 353 02:00 146 130 148 137 561 03:00 151 150 170 179 650 184 159 203 210 756 050 203 191 166 142 06,00 202 158 129 71 5 0 07:00 91 48 66 62 267 08:00 46 46 43 28 163 09:00 62 44 28 34 168 10:00 32 31 34 21 118 11:00 10 9 12 14 45 Total 7762 AM Peak PM Peak The AM peak hour began 11:00_ The peak volume was 574. The largest interval began 11:00, and contained 169 vehicles. The peak hour factor was .85 The PM peak hour began 04:30. The peak volume was 607. The largest interval began 04:45, and contained 210 vehicles. The peak hour factor was .96 CROSSROADS ENGINEERING DATA, INC 13501 Su 128Ty ST, STE 101 MIAMI, FL TEL: 305-233-3997 FAX : 305-233-7722 WESTBOUND Each * Ecuals 25 Vehicles ....„x***x*.*xx.*.**** Site Code : 870004%21100 Start Date: 11/22/2004 File : 87O004-1 _aqe . • • CLIENT : KIMLEY HORN « ASSOCIATES JOB NO : 2004-94 PROJECT: BISCAYNE BLVD. COUNTY : MIA1:I-DACE Street name :NE 6^_H STREET NEAR NE 2ND AVENUE Begin < Quarter Hour > Hour '� ^:e 1st end 3rd 4tn Total 12:00 11/04 15 ? 2 4 32 O1:00 4 2 4 2 12 02:0G 2 2 8 03:00 2 0 _ 1 04:00 4 7 - 7 23 O5:00 2 2 9 9 22 06:00 19 25 21 40 105 G7:00 65 66 114 38C 08:00 155 153 142 580 09:00 136 132 154 146 5688 10:00 95 109 126 155 465 1:00 180 148 130 157 615 12:00 174 153 142 143 612 01:00 139 123 139 138 539 02:00 165 150 151 145 611 03:00 17G 161 171 189 691 04:00 173 161 225 196 755 05: 198 228 229 179 18341 0 222 229 161 158 770 07:D0 167 189 179 183 718 08:00 146 93 53 38 330 09:00 68 52 64 49 233 10:00 69 150 282 245 746 11:00 155 125 50 34 364 Total 10040 AM Peak PM Peak The AM peak hour began 11:45. The peak volume was 626. Tne largest interval began 12:0D, and contained 174 vehicles. The peak hour factor was .9D The PM peak hour began 05:30. The peak volume was 859. The largest interval began 05:30, and contained 229 vehicles. The peak hear factor was .94 CROSSROADS ENGINEERING DATA, INC 13501 SF: 128TH ST, STE 101 MIAM F2 TEL: 305-233-3997 FAX ; 305-233-7720 WESTBOUND Each . Equals 25 Vehicles )e"A4HOW- Oti- 114 C.5 w 5P111 TD Co Pm DAy AVC2,6.6c : 14/Z 721E iit3 1D2 11 N 834i AJCn 153v�h ! .O I 'PSC. F Vp1 Site Code : 87G004711100 Start Date: 11/02/2004 Fife 1.L:. : 870004-1 Page 3 CLIENT : KIMLEY HORN & ASSOCIATES CRCSSROA➢S ENGINEERING DATA, INC JOS NO : 2004-94 13501 SW 128TP ST, STE 101 MIAMI, FL Site Code 870006321100 P ROJECT: BISCAYNE BL`TC. TEL: 305-233-3997 FAX : 305-233-7720 Start mate: 11/02/2004 COUNTY : MIAM1-OADE File I.E. 670006-9 Street nave :NE 8TH STREET NEAR Cross st:eet:NE 2ND AVE ?aae 1 Begin < EE-____->< WB >< Combined > Tuesday Tin A.M. F.M. A.M. P.N. A.M. P.M. 12:00 11/02 8 45 37 18 45 63 12:15 10 23 12 39 1 22 62 12:30 5 47 14 17 1 19 64 12:45 8 31 25 140 6 69 23 97 i 14 000 98 237 01;09 2 28 3 40 5 68 01:15 1 32 6 39 i 7 71 01:32 2 34 2 34 4 68 01:95 6 41 13. ▪ 13 36 149 3 19 77 284 02:00 2 35 2 31 4 66 02:15 4 27 I 2 27 E 6 54 02:30 29 3 22 1 4 51 02:45 3 10 40 131 1 0 7 20 100 1 3 17 60 231 03:00 1 45 1 23 1 2 68 03:15 0 24 1 15 1 - 39 03:30 0 27 0 23 0 50 03:45 1 29 125 2 4 16 77 1 3 6 45 202 04:00 1 19 1 0 30 1 49 04:15 23 1 0 21 € 1 44 04:30 1 24 1 20 2 44 04:45 5 6 24 90 I 4 5 35 107 € 9 13 60 197 0500 4 28 4 47 8 75 05,15 6 38 4 35 1 10 73 05:30 16 32 2 41 1 18 73 05:95 13 39 15116 )1 5 15 28 1151 1 18 54 46 FT) 06:00 20 20 I 1C- 25 30 95 06:15 26 12 1 11 16 37 28 06:30 20 11 I 16 24 36 35 06:45 27 93 20 63 1 9 46 16 81 1 36 139 36 144 07:00 22 12 i 17 15 1 39 27 07:15 30 9 I 20 16 1 50 25 O 7:30 32 10 1 19 20 E 51 30 07:45 55 139 16 47 I 38 94 44 95 1 93 233 60 142 08:00 34 12 30 32 1 64 44 18115 28 8 i 28 11 56 19 08:30 47 12 1 26 11 1 73 23 08:45 67 176 9 41 1 17 101 9 63 84 277 18 104 09100 56 6 1 13 7 69 13 09:15 45 8 21 12 66 20 09:30 81 12 24 7 1 105 19 09:45 51 233 6 32 1 14 72 7 33 1 65 305 13 65 10:00 57 7 ! 24 15 1 81 22 10:15 41 4 i 32 12 € 36 16 :3C 23 4 9 36 3 0:45 4 6fi 6 21 24 93 9 45 1 69 25915 66 11:00 38 5 1 22 6 1 60 it 11:15 30 4 1 33 9 1 63 13 11:30 42 3 I 17 5 1 59 8 11:45 29 139 4 16 ! 25 97 10 30 ! 54 236 14 46 Totals 1042 957 616 1028 1658 1985 Day Totals 1999 1644 3643 Split 6 62.8% 48.29 37.1`9 51.79 Pear. Hour Volume P.H.F. • 08:45 01:15 07:45 04:45 08:45 01:00 249 142 122 159 324 284 .76 .86 .80 .84 .77 .92 CLIENT : KIMLEY HORN 5 ASSOCIATES CROSSROADS ENGINSERINO DATA, INC JOB N0 : 2004-94 13501 SW 128Tr ST, STE 101 MIAMI, FL PROJECT: B3SCAYNE BLVD. TEL: 305-233-3497 FAX : 305-232-7720 COUNTY : MIAMI-DAD^ Street name :NE 8T44 STREET NEAR Cross stree_:NE 2ND AVE Beau: < Es >< 4iB >< Combined "'imp A.M.n, P.M. t M S.M. 35 25 29 ! 17 32 11111 35 17 19 17 27 126 1 9 53 22 97 I 42 5 23 I 17 5 25 I 30 2 24 16 39 128 5 1. 20 89 I 3- 25 I 3 29 31 1 0 24 20 32 119 I 6 32 10E 27 I 2 21 33 I 3 39 27 0 47 34 121 I 1 6 34 140 26 I 0 37 27 I 6 31 29 1 3 27 24 20 102 I. 5 14 31 126 1 29 1 55 I 22 ? 54 23 2 43 I 46 la 1 91 4 9 ';3-1 € 18 t6t6 18 9 26 I 20 18 I 105 23 80 17 54 21 72 I -8 12 21 I 11 12 18 I 8 28 14 I 141 15 52 I 21 73 13 66 1 13 18 14 I 9 36 16 7 15 12 i 195 11 40 I 15 84 13 55 6 20 24 I 11 16 12 I 12 1 15 16 I 181 10 39 I 19 70 14 66 1 7 I 30 24 11 I 26 13 7 I 21 10 137 6 31 20 97 24 71 I 7 16 17 I 5 15 7 2 I 34 7 148 4 18 I 12 77 13 44 947 567 1118 1968 1685 45.81 35.7% 54.-_6 • 12:00 11/03 2 12:15 6 12:30 8 12:45 01:00 5 O'1:15 4 01:30 5 01;45 2 02:00 1 02:15 2 02:30 3 02:45 4 03:00 0 03:15 03:30 0 03:45 0 04:00 2 04:15 4 04:30 9 04:45 9 OS:00 12 05:15 12 05:30 13 05:45 9 06:00 21 06:15 12 06:30 33 06:45 39 07:00 24 07:15 24 07:30 38 07:45 55 08: 00 41 08:15 46 08:30 44 08:45 64 09:00 66 09:15 45 09:30 34 09:45 36 10:00 31 10 38 0:3G 37 10:45 31 11:00 38 11;15 35 11:30 42 __:45 33 Totals 2021 Day Totals Srl t 1 64.2% 19 6n 23 61 25 -3 10 77 49 223 10 62 9 42 7 54 33 59 217 1 52 5 54 55 4 16 64 225 48 74 1 7 68 261 2 63 10 58 12 56 14 38 51 228 13 84 14 76 15 66 13 55 51 t 277 31 32 21 44 51 32 56 159 44 152 36 39 36 29 66 22 76 214 28 118 59 27 82 25 59 19 79 279 24 95 86 30 61 23 49 28 55 251 24 105 61 31 64 24 59 17 51 234 30 102 54 24 50 12 76 9 45 225 17 62 1588 2065 3653 Paak Hoer 08:15 12:15 07:30 05:00 08:15 04:45 Volume 220 133 103 166 306 277 P.H.F. ,63 .79 .71 .84 .88 .82 Site Cade : 87000632110D Star: Date: 11/02/2004 File I-D. : 870006-9 Page 2 Wednesday CLIENT : KIMLRY HORN & ASSOCIATES 208 NO : 2004-94 PROJECT: EISCAYNE BLVD. COUNTY : ! AMI-0ADE Street name :NE 8TR STREET NEAR Begin < 55 Time A.M. P.M. 12:00 11/04 3 33 12:15 1 57 12:30 4 58 12:45 0 8 52 01:00 6 46 01:15 2 39 01:30 0 60 C1,45 2 10 35 02:00 2 39 02:25 2 51 02:30 0 37 02:45 0 _ 37 03:00 0 41 03:15 2 46 03:30 2 57 03:45 2 6 43 04:00 2 41 04:15 3 57 04:30 10 56 04:45 7 22 46 05:00 12 57 05:15 10 53 05:30 10 56 05:45 23 55 63 06:00 17 90 05:15 25 91 06:30 33 128 06:45 26 101 105 07:00 28 44 07:15 32 47 07:30 44 51 07:45 32 136 70 08:00 39 65 08:15 41 44 08:30 57 23 08:45 69 206 38 09:00 75 20 09:15 62 17 09:30 45 19 09:45 34 216 8 10:00 40 8 111111 10:15 41 22 10:30 43 14 10:45 17 141 0 11:20 40 19 11:15 51 38 11:30 41 25 11:45 37 169 13 Totals 1074 2159 Day Totals 3233 Split % 60.8% 53.6% 40 CROSSROADS ENGINEER NG DATA, INC 13501 SW 128=5. ST, S_E 101 14IAM1, TEL: 305-233-3997 FAX : 305-233-7720 Cross street:NE 2ND AVE >< WE >C Com iaad > A.M. P.M. A.M. P.M. 9 32 12 65 945 10 106 4 41 6 99 200 I 5 40 162 _ 5 35 92 362 I 10 29 16 75 I 2 38 4 77 I 2 37 2 97 180 I 6 20 36 140 8 30 71 320 4 3 31 - 7'2 2 31 4 82 4 25 4 62 164 3 12, 23 110 I 3 16 60 274 2 16 2 97 5 24 7 70 26 3 83 187 4 12 25 91 5 18 68 278 3 26 5 67 2 47 5 104 I 2 45 I 12 101 200 I 3 10 52 170 I 10 32 98 370 I 3 51 15 108 1 2 34 "2 87 5 34 15 90 29 : 10 20 48 p167J1 33 75 111 ' 396 5 52 I 22 142 6 45 I 31 136 1 12 84 I 45 212 414 I 7 30 82 263 I 33 131 187 677 I 20 85 48 130 I 17 77 49 124 I le 62 62 113 212 ; 27 82 77 302 1 59 218 147 514 30 116 69 181 25 61 66 105 18 23 75 46 110 1 21 94 30 230 ! 90 300 68 400 I 28 15 1 103 35 I 27 18 89 35 24 14 1 69 33 64 I 41 120 19 66 1 75 336 27 130 24 14 I 64 22 32 11 I 73 33 18 6 61 2D 44 I 25 99 3 34 42 240 3 78 I 52 16 I 92 35 I 50 45 1 101 83 I 30 38 I 71 63 95 I 32 164 33 132 I 69 333 46 227 690 1867 1764 4026 2557 5790 39.1% 46.3% Peak 5'.our 08:30 06:00 11:00 07:15 08:30 06:00 Volume 263 414 164 332 357 677 ?.A.-. .87 .80 .78 .71 .86 .79 prof 5 #EP3 9 qe' iq 22.9 )401 t r-1 no yp'n Site Code 870005321100 Start Date: 11/02/2004 File I.C. : 870026-9 Page 3 Thursday • 0 Intersection Turning Movement Counts 0 CLIENT : KIMLEY-HORN & ASSOCIATES JOB NO : 2004-94 PROJECT: BISCAYNE BLVD COUNTY ; MIAMI-DADE • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33188 305-233-3997 File Name : NE2ND&NEBTH Site Code : 00000028 Start Date : 11/03/2004 Page No : 1 Groups Printed- AUTO - HEAVY VEHICLES NE 2ND AVE NE 8TH STREET NE 2ND AVE NE 8TH STREET - From North From East From South From V1est Start Time I Right Thru Left Peds Right Thru Left Peds Right Thru Left ' Peds ! Right i Thru _ Left Factor 1.0 1.0 1 1.0 j 1.0 '. 1.0 1.0 1 1.0 1.0 1 1.0 1.0 1.0 1.0 1 1.0 1.0 ', 1.0 04:00 PM 3 93 0 0 0 30 1 0 I 0 0 0 0 1 04:15 PM 6 87 7 0 0 15 4 0 i 0 0 0 0 04:30 PM 3 105 6 0: 0 17 1 0 1 0 0 0 0 '. 04:45 PM 6 120 5 0€ 0 29 5 0 1 0 0 0 0' 3 19 0 2 17 0 7 17 0 4 15 0 Total 18 405 18 0m 0 91 11 01 0 0 0 0 16 68 0 05:00 PM 2 151 8 0€ 0 40 3 0 0 0 0 0 6 22 0 05:15PM 3 177 5 0 1 0 27 4 01 0 0 0 0i 10 30 0 05:30 PM 3 170 4 0 i 0 33 13 0 0 0 0 0 11 26 0 05:45 PM 3 140 5 0 0 20 7 0' 0 0 0 0 1 2 16 0 Total 11 638 22 0 0 120 27 0 0 0 0 0 29 94 0 eds 1.0 0 0 0 0 0 0 0 0 Int. Total 1 149 138 156 184 627 232 256 260 193 941 Grand Total 29 1043 40 0 0 211 38 0 0 0 0 0 45 162 0 0 1568 Apprch % 2.6 93.8 3.6 0.0 0.0 84.7 15.3 0.0 0.0 0.0 0.0 0.0 '. 21.7 78.3 0.0 0.0 Total % 1.8 66.5 2.6 0.0 0.0 13.5 2.4 0.0 0.0 0.0 0.0 0.0 2.9 10.3 0.0 0.0 - > , - 7001 CLIENT : KIMLEY-HORN & ASSOCIATES JOB NO : 2004-94 PROJECT: BISCAYNE BLVD COUNTY : MIAMI-DADE CROSSROADS ENGINEERING DATA, INC. 13501 SW 12BTH ST, SUITE 101 MIAMI, FLORIDA 33186 305.233-3997 File Name : NE2ND&NE8TH Site Code : 00000028 Start Date : 11/03/2004 Page No : 2 NE 2ND AVE From North Start Time Right Thru I Left Peds NE 6TH STREET NE 2ND AVE From East From South App' Right Thru Left Peds App' Right' Thru j Left Peds App Right Total Total Total NE 8TH STREET From West Thru Left j Peds App. Int. Total: Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 11 638 22 0 671 0 120 27 0 147 0 0 0 0 0 i 29 94 0 0 123 . 941 Percent 1.6 95.1 3.3 0.0 0.0 81.6 18.4 0.0 0.0 0.0 0.0 0.0 I 23.6 76.4 0.0 0.0 05:30 3 170 4 0 177 I 0 33 13 0 46 0 0 0 0 0 11 26 0 0 37 260 Volume Peak Factor 0.905 High Int. 05:15 PM i 05:30 PM 3:45:00 PM 05:15 PM Volume 3 177 5 0 185 j 0 33 13 0 46 0 0 0 0 0 10 30 0 0 40 1 Peak Factor 0.907 I 0.799 0.769 • • 9i O N; la_ NE 2ND AVE Out In Total O j i 671 671 1_ 111 638', 22i 0 Right Thnt Left Peds 4. North viol I '' m 1113104 5:00:00 PM j _l a;' v' (13f045:45:00PM ^�!' 11 4, j m AUTO— ---€ HEAVY VEHICLES m ' "';o 0. rn.m w— w 4— Lett Thru Right Peds 01 01 01 0' I 6941 1 01 6941 Out in Total NE 2ND AVE CLIENT : KIMLEY-HORN & ASSOCIATES JOB NO : 2004-94 PROJECT: BISCAYNE BLVD COUNTY : MIAMI-DADE BISCAYNE BLVD From North Start Time U Right I Thru I Left TURN 1 Right S Factor 1 1.0 I 1.0 1.0 j 1.0 I 1.0 04:00 PM 11 176 7 2 `; 15 04:15 PM 11 185 7 6 ` 6 04:30 PM 14 186 3 3 7 04:45 PM 16 196 9 1 I 4 Total 52 743 26 12 32 CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST. SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 File Name : BISC&8TH Site Code : 00000008 Start Data : 11/03/2004 Page No : 1 Groups Printed- AUTO - HEAVY VEHICLES NE 8TH STREET - I BISCAYNE BLVD NE 8TH STREET From East From South From SNest W __ Thru I Left ', Pads I Right Thru : Left Pads i Right i Thru Left I Pads nt Total 1.0 1 1.0 1 1.0 1 1.0 1,0 1.0 i 1.0 1.0 '. 1.0 1.0 i 1.0 4 1 0 I 3 375 10 0' 5 1 16 0 626 4 1 0 I 2 302 7 0 I 4 2 16 0 553 2 2 0 1 0 356 9 0 I 5 7 13 0 607 5 0 4 1 352 10 0 1 4 11 8 0 617 15 4 0 6 1385 36 0 18 21 53 0 2403 05:00 PM 18 177 14 1 9 14 2 0 1 4 433 11 0 6 14 9 0 712 05:15 PM 18 205 12 5 i 8 8 4 0 I 3 405 8 0 5 16 16 0 713 05:30 PM 25 177 6 2 1 4 5 4 0 i 1 380 10 0 1 5 8 16 0 1 645 05:45 PM 17 186 4 3 5 9 1 0 1I 1 415 8 0 4 3 12 0 668 Total 78 745 36 11 1 26 36 11 0 1 9 1633 37 0 20 41 55 0 2738 Grand Total 130 1488 62 23 I 58 51 15 0 I 15 3018 73 0 I 38 62 108 0 j 5141 Apprch % 7.6 87.4 3.6 1.4 i 46.8 41.1 12.1 0.0 I 0.5 97.2 2.4 0.0 I 18.3 29,8 51,9 0.0 1 Total % 2.5 28.9 1.2 0.4 ; 1.1 1.0 0.3 0.0 : 0.3 58.7 1.4 0.0 I 0.7 1.2 2.1 CO SOY h • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 141 CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 File Name : B1SC&8TH JOB NO : 2004-94 305-233-3997 Site Code : 00000008 PROJECT: BISCAYNE BLVD Stars Date : 11/03/2004 COUNTY : MIAMI-DADE Page No : 2 BISCAYNE BLVD NE 8TH STREET From North From East APP- Start Ttme Right Thru Left : TUR Total Right i Thru NS1 Peak hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 78 745 36 11 Percent 9.0 85.6 4.1 1.3 05:15 18 205 12 5 Voturne Peak Factor High Int. 05:15 PM 05:00 PM Volume 18 205 12 5 240 9 14 Peak Factor 0.906 Left Pee 8701 26 36 11 0 35.6 49.3 15.1 0.0 240! 8 8 4 0 APP. Right ight BISCAYNE BLVD NE 8TH STREET From South From VVest mm Thru Left Peds APP- , Rtght Thru Left Peds AgF' Int. Total rn Toial Total 731 9 1633 20 2 0 25 0.730 1 I 37 0 1679 20 41 55 0 116 1 2738 0.5 97.3 2.2 0.0 17.2 35.3 47.4 0.0 3 405 8 0 416 5 16 16 0 37 ' 713 0.960 05:00PM 05:15PM 4 433 11 0 448 5 16 16 0 37.. 0.937 0.784 • • BISCAYNE BLVD Out fn Total 11714 670 2584 781 7451 36; 11'; Right Thru Left U-TURN S North 11113/04 5:00:00 PM 11 /3/04 5.45:00 PM AUTO HEAVY VEHICLES 4-1 I Left Thru Right Pods 1 371 16331 91 of 77787 T679 . Out In Total BISCAYNE BLVD CLIENT : KIMLEY-HORN & ASSOCIATES JOB NO : 2004-94 PROJECT: BISCAYNE BLVD OCOUNTY : MIAMI-DADE NE 2ND AVE From North CROSSROADS ENGINEERING DATA, INC. 13284 SW 120TH ST, MIAMI, FLORIDA 33186 305-233-3997 Groups Printed- AUTO - HEAVY VEHICLES NE 6TH STREET NE 2ND AVE From East From South File Name : NE2ND&NE6TH Site Code : 00000026 Start Date : 11/03/2004 Page No : 1 NE 6TH STREET From West Start Tirne Right Thru Left Peds ; Right ; Thru Left Peds • Factor 's 1.0 1.0 1.0 I 1.0 ; 1.0 1.0 : 1,0 _.......110 04:00 PM 23 78 0 0 1 0 170 7 0 04:15 PM 19 78 0 0 . 0 150 10 0 04:30 PM 40 83 0 0 0 180 5 0 04:45 PM 44 94 0 0 0 166 8 0 RighF 1.0 0 0 0 0 Thru Left ; Peds ; Right ; Thru ; Left Peds Int. Total 1.0 1.0' 1.0 1.0 1.0 1.0 10 O 0 0: 0 0 0 0 278 O 0 0 0 0 0 0 257 O 0 0 0 0 0 0 308 0 0 0 0 0 0 0 312 • • Total 126 333 0 666 30 0 0 0 0 05:00PM 60 110 0 2 0 212 4 0' 0 0 0 05:15PM 108 117 0 0 0 201 5 0 0 0 0 05:30 PM 87 113 0 0 0 171 7 0 0 0 0 05:45 PM 27 104 0 0 0 145 4 0 1 0 0 0 Total 282 444 0 2 0 729 20 0! 0 0 0 0. 0 0 0 0 1155 O 0 0 0 388 O 0 0 0 431 O 0 0 0 378 O 0 0 0 280 O 0 0 0 1477 Grand Total 408 777 0 2 0 1395 50 0 0 0 0 0 0 0 0 0 '.. 2632 Apprch % 34.4 65.5 0.0 0.2 0.0 96.5 3.5 0.0 _ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '. Total % 15.5 29.5 0.0 0.1 0.0 53.0 1.9 0.0 0.0 0,0 0.0 0.0 [ 0.0 0.0 0.0 0.0 CROSSROADS ENGINEERING DATA, INC. 13284 SW 120TH ST, CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 JOB NO : 2004-94 305-233-3997 PROJECT: BISCAYNE BLVD 41111COUNTY : MIAMI-DADE NE 2N0 AVE NE 6TH STREET From North From East Start Time i Right ! Thru ! Left ! Peds APP. APP. Total Right -PiroI Left Peds Total Peak Hour From 05:00 PM to 05:45 PM -Peak 1 of 1 intersection 05:00 PM • • File Name : NE2ND&NE6TH Site Code : 00000026 Start Date : 11/0312004 Page No : 2 NE 2ND AVE NE 6TH STREET From South From West Thru ' Left Peds To ai Right Thru , Left Peds Votume 282 444 0 2 728 0 729 20 0 749 0 0 0 0 Percent 38.7 61.0 0.0 0.3 0.0 97.3 2.7 0.0 0.0 0.0 0.0 0.0 05:15 108 117 0 0 225 0 201 5 0 206 0 0 0 0 Volume Peak Factor High Int. 05:15 PM 05:00 PM Votume 108 117 0 0 225 0 212 4 0 216 Peak Factor 0.809 0.867 0 0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0;n a NE 2ND AVE Out In Total 0 728 . 728 282''.. 444 Right Thru Left Peds 1 North :1113/04 5:00:00 PM 111/3l04 5 45:00 PM AUTO I HEAVY VEHICLES 4 Left Thru Right Peds a 0 0 0 .._.464 0'i 464: Out In Total NE 2N0 AVE O C App. _.. Int. Total Total 1477 431 0.857 CLIENT : KIMLEY-HORN & ASSOCIATES JOB NO : 2004-94 BISCAYNE BLVD •PROJECT: COUNTY : MIAMI-DADE Start Time Right BfSCAYNE BLVD From North Thru Left Peds Factor : 1.0 1.0 1.0 1.0 04:00 PM 11 172 0 0 78 147 04:15 PM 9 189 0 0 65 121 04:30 PM 13 168 0 0 71 157 04;4.5 PM 23 188 0 0 70 134 Totat 56 717 6.......,__ 0 284 559 CROSSROADS ENGINEERING DATA, INC. 13284 SW 120TH ST, MIAM, FLORIDA 33186 305-233-3997 Groups Printed AUTO - HEAVY VEHICLES NE 6TH STREET BISCAYNE BLVD From East Right ; Thru ... .......... __.. 1.0 1.0 145 01 0 1233 05:00 PM 16 154 0 0 82 151 38 05:15 PM 20 186 0 0 59 138 31 05:30 PM 16 155 0 0 78 140 32 05:45 PM 8 185 0 0 82 117 28 Total 60 680 0 0 301 546 129 a. 4'. From South U- Left Peds : Right Thru Left TURN Right Thru S 1.0 1.0 1,0 1.0 1.4; 1.01.0'.. 35 0 0 314 20 0' 0 File Name : BISC&6TH Site Code : 00000006 Start Date : 11/03/2004 Page No : 1 NE 6TH STREET From West Left Peds Int. Total 1.0 1.0 ; 1.0 0 0 0 777 27 0 0 255 19 0 0 0 0 0 685 42 01 0 349 21 0 0 0 0 0 821 41 €1 0 315 25....._.... 0 0 ........ 0 _.. 0._.__ 0', 796 85 0'i 0 0 0 0', 3079 O 381 35 2, 0 0 O 356 38 3! 0 0 O 315 24 2 1 0 0 0 328 38 2 ' 0 0 1380 135 9 0 0 O 0 859 O 0 831 O 0 i 762 0 _ 0 788 0 0 i 3240 Grand Total 116 1397 0 0 585 1105 274 0 0 2613 220 9 0 0 0 0 6319 Apprch % 7.7 92.3 0 0 0.0 29.8 56.3 14.0 0.0 0.0 91.9 7.7 0.3 % 0.0 0.0 0.0 0.0 Totat % 1.8 22.1 OM 0.0 9.3 17.5 4.3 0.0 0.0 41.4 3.5 0.1 0.0 0.0 0.0 0.0 • • CROSSROADS ENGINEERING DATA, INC. 13284 SW 120TH ST, CLIENT : KIMLEY-HORN & ASSOCIATES MIAMI, FLORIDA 33186 File Name BISC&BTH JOB NO : 2004-94 305-233-3997 Site Code : 00000006 PROJECT: BISCAYNE BLVD Start Date : 11/03/2004 COUNTY: MIAMI-DADE Page No : 2 BiSCAYNE BLVD NE 6TH STREET BISCAYNE BLVD NE 6TH STREET From North From East From South From West PAP , • Start Time i Right Thfu i Left Peds : Total Right E Thru Left • Peds Right Thru Left : TUR Total : Total : Right : Thru , Left Peds : • : N S : Total Total Peak Hour From 05:00 PM to 05•45 PM - Peak 1 of 1 • Intersection 05:00 PM Volume 60 680 0 0 740 Percent 8.1 91.9 0.0 0.0 05:00 16 154 0 0 170 Volume Peak Factor High Int. 05;15 PM Volume 20 186 0 0 206 Peak Factor 0.898 301 546 129 0 976 : 0 1380 135 9 1524 : 0 0 0 0 0 3240 30.8 55.9 13.2 0.0 0_0 90.6 8 9 0 6 0.0 0.0 0.0 0.0 82 151 38 0 271 0 381 35 2 418 0 0 0 0 0 859 0 943 05:00 PM 05:00 PM 82 151 38 0 271 0 381 35 2 418 0.900 0.911 BISCAYNE BLVD Out In Total 1681 7401 2421, 601 6801 Right Thru Left Peds North 11/3/04 5:00:00 PM 1113/04 5:45:00 PM AUTO HEAVY VEHICLES alL U-TURN Left Thai Right S 135 13801 0 9' 809 . 1524! •2333 Out In Total BISCAYNE BLVD • • • APPENDIX C: Growth Trend Analyses Print Date: November 16, 2004 Florida Department of Transportation Transportation Statistics Office 2003 Historical AADT Report County: 87 - DADE Site: 5049 Description: SR 5/US-1, 100' N NE 11 ST • • Year AADT Direction 1 Direction 2 2003 C 46,000 N 23,000 S 23,000 2002 C 49,000 N 25,000 S 24,000 2001 C 44,500 N 25,500 S 19,000 2000 C 46,000 N 24,500 S 21,500 1999 C 43,500 N 23,000 S 20,500 1998 C 44,000 N 21,500 S 22,500 1997 C 39,000 N 21,000 S 18,000 1996 C 38,000 N 19,500 S 18,500 1995 C 34,000 N 18,000 S 16,000 1994 C 38,500 N 22,000 S 16,500 1993 C 43,000 N 23,000 S 20,000 1991 43,849 N 22,472 S 21,377 1990 39,427 N 21,111 S 18,316 1989 40,446 N 21,292 S 19,154 1988 37,451 N 19,715 S 17,736 AADT Flags: C = Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T = Third Year Est; X = Unknown Page • • • 70000 60000 ca 50000 w 40000 ns >, 30000 w ro 20000 L. 10000 0 1999 TRAFFIC TRENDS SR 5/US 1 -- 100' North of NE 11th Street Observed Count Fitted Curve 2004 2009 Year 2014 2019 ** Annual Trend Increase: 800 Trend R-squared: 37.0% Trend Annual Historic Growth Rate: 1.81 % Trend Growth Rate (2003 to Design Year): 1.69% Printed: 16-Nov-04 Straight Line Growth Option County: Station #: Highway: 2024 Miami -Dade 87-5049 SR 5/US 1 Traffic (ADTIAADT) Year Count* Trend** 1999 43500 44200 2000 46000 45000 2001 44500 45800 2002 49000 46600 2003 46000 47400 2006 Opening Year Trend 2006 N/A 49800 2007 Mid -Year Trend 2007 N/A 50600 20 8 Design Yea Trend 2008 NIA 51400 TRANPLAN Forecasts/Trends *Axle -Adjusted Print Date: November 16, 2004 Florida Depai liient of Transportation Transportation Statistics Office 2003 Historical AADT Report County: 87 - DADE Iite; 5047 Description: SR 5/US-1, 100' S FLAGLER ST Year AADT Direction I Direction 2 2003 C 37,500 N 24,000 S 13,500 2002 C 34,000 N 21,500 S 12,500 2001 C 35,500 N 23,000 S 12,500 2000 C 42,000 N 27,500 S 14,500 1999 C 36,000 N 23,000 S 13,000 1998 C 34,500 N 21,500 S 13,000 1997 C 33.500 N 21,000 S 12,500 1996 C 32,500 N 20,500 S 12,000 1995 C 29,500 N 18,500 S 11,000 1994 C 30,000 N 18,500 S 11,500 1993 C 35,500 N 22,000 S 13,500 1991 36,661 N 23,174 S 13,487 1990 31,278 N 19,823 S 11,455 1989 32.400 N 22,937 S 9,463 1988 30,862 N 18,684 S 12,178 1986 29,717 N 18,081 S 11,636 1985 31,430 N 20,210 S 11,220 1976 30,698 N 19,363 S 11,335 • • AADT Flags: C = Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T = Third Year Est; X = Unknown Page 1 • • • G 35000 w 30000 0 25000 20000 15000 as 10000 1999 TRAFFIC TRENDS SR 5/US 1 -- 100' South of Flagier Street 2004 2009 2014 Year 2019 **Annual Trend Increase: -500 Trend R-squared: 6.7% Trend Annual Historic Growth Rate: -1.32% Trend Growth Rate (2003 to Design Year): -1.39% Printed: 16-Nov-04 Straight Line Growth Option County: Station #: Highway: Miami -Dade 87-5047 SR 5/US 1 2024 Traffic (ADT/AADT) Year Count* Trend** 1999 36000 38000 2000 42000 37500 2001 35500 37000 2002 34000 36500 2003 37500 36000 2006 Opening Year Trend 2006 N/A 34500 2007 Mid -Year Trend 2007 N/A 34000 2008 Design Year Trend 2008 NIA 33500 TRANPLAN Forecasts/Trends *Axle -Adjusted • • • APPENDIX D: Miami -Dade Transit Data • • Headway Calculations • • NW 6 St. NW 5 St. NW 4 St. NW 3 St. GOVERNMENT CENTER STATION NW 1 5t. W. Flagler St. SW 1 St. SW 2 St. SW 3 St. SW 7 St. SW 8 St SW9St. SW 10 St. SW 11 St. SW 12 St. SW 13 St. SW 14 St. NW i6 St. NW 15 St. NW 14 St. SCHOOL BOARD STATION w NE 12 NW 11 St. NE 11 5 NW 10 St. NE 10 St NW 9 St. NE 9 SI. NW 8 St. NE 8 St. NE 7 St. COLLEGE STATtfA4i 0.0 ER >.E5St.r ARK WEST TATION E WER STATION COLLEGE/BAY DE NE 2 St. R RWALK S TION e7 F FIH STREET S ATION Mfaml_ Beach VENETIAN CAUSEWAY MacARTHUR CAUSEWAY Miami Beach PORT BOULEVARD BAYFRONT ARK TAT}ON LEGEND ® Omni Loop ® Briekell Loop ® Downtown Loop Metrorail Last Transfer Station to Omni Loop Last Transfer Station to Brickell Loop Transfer Station between Omni, Downtown, and Brickelt Loops Transfer Station to Metrorail Station featuring Art En Route Miami -Dade County - Transit Page 1 of 2 • • Transit Search Transit - Home Online Services Trip Planner Job Search 1 Ride Guides Route Schedules Maps and Stations Fares How to Ride Special Services Accessible Services Art En Route Airport Connections Bike & Ride Metrobus Park & Ride Special Event Shuttles Tours Transit Service Centers 1 Business Opportunities Disadvantaged,.,Business Enterprise Joint „Development PTP Opportunities (half -penny tax) Transit Advertising Transit Business Plan ................................................. 1 Resident Visitor Business (a) Employee Hours of Operation Effective April 25, 2004 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 dad a week. Trains arrive every 90 seconds during rush hours and every three minutes during off-peak hours. http://www.co.miami-dade.fl.us/transit/hours.asp 11 / 1 /2004 • • Route 2 WHEELCHAIR ACCESSIBLE Legend WEEKENDS ONLY MDCC Downtown Campus to NE 2 Ave & 84 St P arkway Regional Hospital a) z NW 95 St Shortturn North Map not to scale NW 20 St NW 14 St Z c) z NE 167St a) E igl NE 163 St NW 14 St SW/NW 2 Ave NW 8 St rm Overtown Metrorail Station NW/NE6 St w Z Downtown Bus Terminal SE1 St Goverment Center Metrorail Station Miareade County - Transit • 40, of 3 Transit Search I Schedule TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 2 SCHEDULE SERVICE. WEEKDAYDIRECTION: SOUTHBOUND NE 167 St & 15 Ave Mall NW 167 St & North Miami Ave NW 119 St & North Miami Ave NE 2 Ave & 84 St NW 2 Ave & 79 St NW 36 St, & 2 Ave SW 1 St & ; 1 Ct SW 1 St & Miami Ave 04:56AM 04:59AM 05:14AM 05:23AM 05:28AM • : 05:21 AM 05:24AM 05:39AM 05:48AM 05:53AM 05:22AM 05:31AM 05:41AM : 05:54AM [06:09AM 06:18AM 06:23AM 06:06AM ' 06:09AM 06:24AM 06:33AM 06:38AM : •: 06:21AM 06:24AM 06:39AM 06:48AM ] 06:53AM 06:02AM 06:11AM 06:21 AM 06:34AM 06:49AM 07:02AM 07:08AM 06:45AM 06:48AM 07:04AM 07:17AM 07:23AM : •: •: 06:59AM 07:03AM 07:19AM 07:32AM 07:38AM • : 07:14AM 07:18AM 07:34AM 07:47AM 07:53AM 11 It IF it it it It Using Our Site Contact Us Privacy Statement http://www.co.miami-dade.fl.us/transitlroutes/schedule.asp?R1 WEEKDAY%20&R2=Southbound%20%20%20%20%20%20... 10/28/2004 Mram ale county - 1ransit • 020-3 108:10AM1 08:25AM 08:40AM 08:55AM 09:10AM 09:25AM 09:40AM 09:55AM 10:10AM 10:25AM 10:40AM 10:55AM 11:10AM 11:25AM 11:40AM 11:55AM 12:10PM 12:25PM 12:40PM 12:55PM 01:10PM 01:25PM 01:40PM 01:55PM 02:10PM 108:15AM 1108:28AM [ : 08:42AM 11 08:45AM 11 : f : J : 08:3OAM 08:43AM 08:57AM 09:OOAM � 08:45AM 08:58AM 09:12AM 09:15AM 09:OOAM 09:15AM 09:30AM 09:45AM 10:OOAM 10:15AM 10:30AM 10:45AM 11:OOA M 11:15AM 11:30AM 11:45AM 12:OOPM 12:15PM 12:30PM 12:45PM 02:25PM 02:40PM 02:55PM '03:10PM 01:00PM 01:15PM 01:30PM 01:45PM 02:OOPM 02:15PM 02:30PM 02:45PM 03:OOPM 03:15PM II 09:13AM 09:28AM 09:43AM 09:58AM 10:13AM [10:28AM 10:43AM 10:58AM 11:28AM 11:43AM 11:58AM 12:13PM 12:28PM 12:43PM 12:58PM 01:15PM 01:30PM 01:45PM 02:00PM 02:15PM 02:30PM 02:45PM 03:01 PM 03:16PM 03:31 PM 1 1 02:40PM 02:45PM 09:25AM 09:40AM 09:55AM 10:10AM 10:25AM 10:40AM 10:55AM 11:10AM 11:25AM 11:40AM 11:55AM L2:10PM 12:25PM 12:40PM 12:55PM 01:10PM 01:27PM 01:42PM 01:57PM 02:12PM 02:27PM 02:42PM 02:51PM 02:57PM 03:16PM 03:31 PM 03:46PM 09:43AM 09:58AM 10:13AM 10:43AM 10:58AM 11:13AM 11:43AM 11:58AM 12:13PM 12:43PM 12:58PM 01:13PM 01:45PM 02:00PM 02:15PM 02:45PM 02:55PM 03:01 PM 03:20PM 03:50PM If 09:36AM 10:36AM 11:36AM 12:36PM 09:49AM 10:49AM 11:48AM 12:48PM 1 01:39PM 02:39PM 01:52PM 03:45PM 02:52PM 03:58PM 09:58AM 1 10:58AM 11:57AM 12:57PM 02:01 PM 03:01 PM II 04:07PM 1(- http://www.co.miami-lade.fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%20%o20%20%020%20... 11 /2/2004 ade County - Transit • 111, 3 of 3 I03:25PMII03:30PM II03:46PM II : II 04:01 PM I 04:05PM II : II • II I 03:40PM 03:45PM 04:01PM 04:16PM : 04:16PM 04:20PM : : : 04:31 PM 04:45PM 04:58PM 05:07PM 03:55PM 04:00PM 04:10PM 04:15PM 04:31 PM 04:46PM 04:50PM : 0425PM i 04:30PM 04:46PM : 05:01 PM 05:05PM : : • 04:40PM 04:45PM 05:01PM : 05:14PM 05:18PM : • 04:55PM 05:00PM 05:15PM : 05:28PM : 05:40PM 05:51 PM [06:OOPM 05:10PM 05:15PM 05:30PM : 05:43PM - 05:47PM : : 05:25PM 05:30PM 05:45PM : 05:58PM 06:02PM : 05:40PM 05:45PM 06:OOPM : 06:13PM 06:17PM • 05:55PM 06:OOPM 06:15PM : 06:28PM : . 06:40PM 06:51PM 07:QOPM 06:10PM 06:15PM 06:30PM 06:43PM 06:47PM 06:30PM 06:35PM 06:50PM : 07:03PM 07:06PM : : 06:50PM 06:55PM 07:10PM : 07:22PM : 07:34PM ( 07:45PM 07:54PM I07:10PM 07:14PM 07:27PM : 07:39PM 07:42PM : : : 07:30PM 07:34PM 07:47PM : 07:59PM 08:02PM : • 08:00PM 08:04PM 08:17PM : 08:29PM : 08:41 PM 08:52PM 09:01PM 08:30PM 08:34PM 08:47PM : 08:59PM 09:02PM : : 09:OOPM 09:04PM 09:14PM : 09:25PM 09:28PM : : 09:40PM 09:44PM 09:54PM 10:05PM 10:08PM 10:10PM 10:14PM 10:24PM I : 10:35PM € 10:38PM : 1 : 11:10PM 11:14PM 11:24PM : 11:35PM 11:38PM : : • CLOSE WINDOW 15 ll'itt4c. kAC049395 http://www.co.miami-dadefl us/transitiroutes/schedule.asp?R1=WEEKDAY%20&R2=Northbound%20%20%20%20%20%20... 11/2/2004 Miat ade County - Transit • 1 of 3 Transit Search 1 Schedule 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.gov ROUTE 2 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND SW 1 St & Miami Ave Overtown W 36 St Station & 2 Ave NW 62 St & 2 Ave NW 2 Ave & 79 St NE 2 Ave & 84 St NW 119 St & North Miami Ave NW 167 St & North Miami Ave NE 167 St & 15 Ave Mal! 05:30AM 05:35AM 05:48AM 05:59AM 06:02AM : : : 05:55AMJ 06:00AM 06:13AM : 06:24AM : 06:36AM 06:48AM 06:57AM 06:25AM 06:30AM 06:43AM 06:54AM 06:57AM : : : 06:40AM 06:45AM 06:58AM 07:12AM 07:15AM : : : 06:55AM 07:00AM 07:13AM 07:27AM : 07:39AM 07:52AM 08:01AM 07:10AM 07:15AM 07:28AM : 07:42AM 07:45AM . : . 07:25AM 07:30AM 07:43AM 07;57AM 08:00AM . •: . 07:40AM 07:45AM 07:58AM 08:12AM 08:15AM ; 07:55AM 08:OOAM 08:13AM : 08:27AM 08:39AM 08:52AM 09:01 AM I II I I I Using Our Si1E� Corih ct Us Privacy Statement http://www.co.miami-dade.fl.us/transitlrautes/schedule.asp?R 1=WEEKDAY%o20&R2=Northbound%20%20%20%20%20%20... 11 /2/2004 Mi a ade County - Transit • 07:11 AM 08:10AM 09:12AM 07:20AM 08:19AM 07:29AM 107:33AM II07:49AM I108:02AM 08:08AMI 07:34AM 10:12AM 11:17AM 12:14PM 09:21 AM 10:21AM 11:26AM 12:23PM 08:33AM 09:35AM 10:35AM 11:38AM 12:35PM 07:59AM 08:14AM 08:28AM 09:OOAM 09:15AM 09:30AM 10:OOAM 10:15AM 10:30AM 11:02AM 11:17AM 11:32AM 12:02PM 12:17PM 12:32PM 07:48AM 08:03AM 08:18AM 08:32AM 08:47AM 09:04AM 09:19AM 09:34AM- 09:49AM 10:04AM 10:19AM 10:34AM 10:49AM 11:06AM 11:21AM 11:36AM 11:51AM 12:06PM 12:21 PM 12:36PM 12:48PM 08:04AM 08:19AM 08:34AM 08:48AM 09:03AM 09:18AM 09:33AM 09:48AM 10:03AM 10:18AM 10:33AM 10:48AM 11:03AM 11:18AM 11:33AM 11:48AM 12:03PM 12:18PM 12:33PM 12:48PM 01:03PM 08:17AM 08:32AM 08:47AM 09:01 AM 09:16AM 09:31 AM 09:46AM 10:01 A M 10:16AM 10:31AM 10:46AM 11:01AM 11:16AM 11:31AM 11:46AM 12:01 PM 12:16PM 12:31PM 12:46PM 01:01 PM 01:16PM 08:23AM 08:38AM 08:53AM 09:08AM 09:23AM 09:38AM 09:53AM 10:08AM 10:23AM 10:38AM 10:53AM 11:08AM 11:23AM 11:38AM 11:53AM 12:08PM 12:23PM 12:38PM 12:53PM 01:08PM 01:23PM 12:59PM 01:03PM (j 01:18PM II 01:31 PM II01:38PM : • 01:14PM 01:18PM 01:33PM 01:46PM 01:53PM . . 01:29PM 01:33PM 01:48PM 02:01 PM 02:08PM 01:14PM 02:12PM 01:23PM 02:21 PM II 01:35PM 02:33PM 01:59PM 02:14PM 02:28PM 02:57PM II 01:48PM 02:03PM 02:18PM 02:32PM 02:46PM 03:01 PM 02:03PM 02:18PM 02:33PM 02:47PM 03:02PM 03:17PM II 02:16PM 02:31 PM 02:46PM 03:01 PM 03:16PM 03:31 PM it 02:23PM 02:38PM 02:53PM 03:08PM 03:23PM 03:38PM http://www.co. miami -dale.fl.us/transit{routes/schedule.asp?R 1=WEEKDAY%20&R2=Southbound%20%20%a20%20%20%20... 10/28/2004 Miar ade County - Transit • 3of3 I 11 03:26PM 03:35PM 03:48PM 03:12PM 103:16PM 03:27PM 03:42PM 03:31 PM 03:46PM 04:01 PM 03:32PM 03:47PM 03:46PM 04:01 PM 04:02PM 04:16PM 03:53PM 04:08PM 04:23PM 04:17PM 04:31PM 04:38PM : : 04:12PM 04:16PM 04:32PM 04:46PM 04:53PM • : : 04:29PM 04:33PM 04:49PM 05:03PM 05:O8PM 04:32PM 05:20PM 06:23PM 07:28PM 09:18PM 04:41 PM 05:29PM 06:32PM 07:37PM 09:25PM 04:54PM 05:45PM 06:48PM 07:49PM 09:35PM 04:45PM 05:19PM 05:34PM 06:14PM 06:34PM 07:27PM 08:27PM 09:12PM 10:32PM 04:49PM 05:07PM 05:22PM 05:37PM 05:57PM 06:17PM `06:37PM 07:OOPM 07:30PM 08:00PM 08:30PM 09:15PM 09:45PM 10:35PM CLOSE WINDOW 05:05PM 05:18PM 05:23PM 05:20PM 05:33PM 05:38PM' 05:35PM 05:48PM 05:53PM 05:50PM I 06:10PM 06:30PM 06:50PM 07:12PM 07:42PM 08:12PM 08:42PM 09:24PM 09:54PM 10:44PM 06:03PM 06:23PM 06:43PM 07:03PM 07:23PM 07:53PM 08:23PM 08:53PM 09:34PM 10:04PM 10:54PM 06:O8PM 06:28PM 06:48PM 07:O8PM 07:28PM 07:58PM 08:28PM 08:58PM 09:38PM, 10:O8PM 10:58PM 15 ihiav - kadvAtIS http://www.co.miami-dade.fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Southbound%20%a20%20%20%20%20... 10/28/2004 • • Route 3 WUEELCHA1R ACCESSIBLE NE 199 S NE 172 S 4 NE 171 S NE 167 St ►� au <.111 L,. NE 163 St w I Z 163St Mall Government Center Metrorail Station Flagler St Q SW/SE 1 St DOWNTOWN BUS TERMINAL as 155 DIPLOMAT MALL • ctS aU w Hallandale Beach Blvd 192 St Cswy ±► Aventura Blvd -41 MACY'S AVENTURA MALL 7 NE 17 Terr OMNI BUS ffiRom TERMINAL RMINAINAL . t NE14St 0 cq z II — Wal-Mart . r • Map no ot to scale 9/02 tvuataae county - 1 ransit ii • el of 3 Transit Search Schedule A A E TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 3 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND Using Our Site Contact Us Privacy Statement CBD 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 & Biscayne Blvd NE 167 St & 15 Ave Mali Aventura Mali E. Country Club Dr & Yacht Club NE 209 St & Biscayne Blvd Wal-Mart Florida City 05:15AM 05:22AM 05:29AM 05:38AM 05:48AM 05:57AM 06:05AM 06:21AM L 06:26AM 06:34AM 06:41AM 05:30AM 05:37AM 05:44AM 05:53AM 06:04AM 06:13AM 06:21AM 06:37AM 06:42AM 06:50AM 06:57AM 05:45AM) 05:52AM 05:59AM 06:09AM 06:20AM 06:29AM 06:37AM 06:53AM 06:58AM 07:07AM 07:15AM 06:OOAM ' 06:09AM ]C 06:17AM 06:27AM 06:38AM 06:47AM 06:55AM 07:14AM 07:20AM 07:29AM 07:37AM £08:08AM 06:25AM 06:34AM ] 06:42AM 06:52AM 07:05AM 07:15AM , 07:25AM 07:44AM' 07:50AM 07:59AM 06:40AM 06:57AM 07:08AM 07:21AM 07:31AM 07:41AM 08:00AM 08:06AM 08:16AM 08:25AM 06:49AM 07:08AM 07:19AM 07:32AM 07:42AM 07:52AM 08:11AM 08:17AMM 08:27AM 08:36AM 07:00AM 07:10AM 07:19AM 07:30AM 07:43AM 07:53AM 08:03AM 08:22AM 08:28AM 08:38AM 08:47AM 07:20AM 07:30AM 07:39AM 07:50AM 08:04AM 08:15AM 08:25AM 08:44AM L08:50AM 09:00AM 09:09AM 1 l II 11 11 ii tr 11 i 11 I http://www.co.miami-dade.fl.us/transit/routes/schedu1e.asp?R 1=WEEKDAY%20&R2=Northbound%20%20%20%20%20%20. , . 10/27/2004 iviiw.due LUUrliy - 1 ransu • 4112 of 3 07:40AMM 07:50AM II 07:59AM 108:10AM II 08:24AM 08:35AM II 08:45AM I09:O4AM , 09:10AM [ [ 09:20AM II09:29AM 08:OOAM 08:10AM 08:19AM 08:30AM 08:44AM 08:55AM 09:05AM 09:24AM 09:30AM 09:40AM 09:49AM 08:20AM 08:30AM 08:39AM 08:50AM 09:04AM 09:15AM 09:25AM 09:44AM 09:50AM 10:OOAM 10:09AM 08:40AM 08:50AM 08:59AM 09:10AM 09:24AM 09:35AM 09:45AM 10:04AM 10:10AM 10:20AM 10:29AM 09:00AM 09:11AM 09:20AM 09:31AM 09:45AM 09:56AM 10:06AM 10:25AM 10:31AM r10:41AM 10:50AM 09:20AM 09:31AM 09:40AM 09:51AM 10:05AM 10:17AM 10:27AM 10:46AM 10:52AM 11:02AM 11:11AM 09:40AM 09:51AM 10:OOAM 10:11AM 10:25AM 10:37AM 10:47AM 11:06AM 11:12AM 11:22AM 11:31AM 10:0OAM 10:11AM 10:20AM 10:31AM 10:45AM 10:57AM 11:07AM 11:26AM 11:32AM 11:42AM 11:51AMI 10:20AM 10:31AM 10:40AM 10:51AM 11:05AM 11:17AM 11:27AM 11:46AM 11:52AM 12:02PM 12:12PM 10:40AM 10:51AM I-11:01AM 11:12AM 11:26AM 11:38AM 11:48AM 12:07PM 12:13PM 12:23PM 12:33PM 11:OOAM 11:11AM 11:21AM 11:32AM 11:46AM 11:58AM 12:08PM 12:27PM 12:33PM 12:43PM 12:53PM 111:20AM 111:31AM ( 11:41AM 11:52AM II 12:06PM 11:40AM 12:OOPM 12:20PM 12:40PM 01:OOPM 01:20PM 01:40PM 02:00PM 02:20PM 02:40PM 03:00PM 03:20PM 03: 04:OOPM 11:51AM 12:11 PM 12:31 PM 12:51 PM 01:11PM 01:31PM 01:51PM 02:11PM 02:31PM 02:51PM 03:13PM 03:33PM 03:53PM 04:13PM 04:20PM 04:33PM 04:40PM1 04:53PM 05:OOPM1 05:13PM 05:20PM 05:33PM I05:40PM 05:53PM 12:01 PM 12:21PM 12:41 PM 01:01PM 01:21PM 01:41PM 02:01 PM 02:21 PM 02:41 PM 03:02PM 03:24PM 03:44PM 04:04PM 04:24PM 04:44PM 05:04PM 05:24PM 05:44PM 06:04PM 12:13PM 12:33PM 12:53PM 01:13PM 01:33PM 01:53PM 02:13PM 02:33PM 02:53PM 03:15PM 03:37PM 03:57PM 04:17PM 04:37PM 04:57PM 05:17PM 05:37PM 05:57PM 06:15PM II 12:27PM 12:47PM 01:07PM 01:27PM 01:47PM 02:08PM 02:28PM 02:48PM 03:08PM 03:30PM 03:52PM 04:12PM 04:32PM 04:52PM 05:12PM 05:32PM 05:52PM 06:12PM 06:28PM 12:18PM 12:39PM 12:59PM 01:19P 01:39PM 01:59PM 02:20PM 02:40PM 03:OOPM 03:20PM 03:42PM 04:04PM 04:24PM 04:44PM 05:04PM 05:24PM 05:44PM 06:04PM 06:23PM 06:39PM it 12:28PM 12:49PM 01:09PM 01:29PM 01:49PM 02:10PM 02:31PM 02:51 PM 03:11 PM 03:31 PM 03:53PM 04:16PM 04:36PM 04:56PM 05:16PM 05:36PM 05:56PM 06:14PM 06:33PM 06:49PM If 12:47PM 01:08PM 01:28PM 01:48PM 02:08PM' 02:29PM 02:50PM 03:10PM 03:30PM 03:50PM 04:12PM 04:35PM 04:55PM 05:15PM 05:35PM 05:55PM 06:15PM 06:32PM 06:51PM 07:07PM r12:53PM 01:14PM 01:34PM 01:54PM 02:15PM 02:36PM 02:57PM 03:17PM 03:37PM 03:57PM 04:19PM 04:42PM 05:02PM 05:22PM 05:42PM 06:02PM 06:21PM 06:38PM 06:57PM 07:13PM 01:03PM 01:24PM 01:44PM 02:04PM 02:25PM 02:46PM 03:07PM 03:27PM 03:47PM 04:07PM 04:29PM 04:52PM 05:12PM 05:32PM 05:52PM 06:11PM ] 06:30PM 06:47PM 07:06PM 07:21 PM II 01:13PM 01:34PM 01:54PM 02.14PM 02:35PM 02:56PM 03:18PM 03:38PM 03:58PM 04:18PM 04:40PM 05:03PM 05:23PM 05:43PM 06:03PM 06:21 PM 06:40PM 06:57PM 07:14PM 07:29PM II http://www. co.iami-dale.ii.us/transit/routeslscheduie.asp?R 1 =WEEKDAY%20&R2=Northbound%20%20%20%20%►20%20... 10/27/2004 Mlaijade County - Transit • 4113 of 3 06:00PM 06:11PM ]i 06:21PM 1 06:32PM () 06:45PM 106:56PM I 07:06PM I107:22PM1I 07:28PM 07:36PM II07:44PMJ 06:20PM 06:31 PM 06:41 PM 06:52PM 07:05PM 07:14PM 07:23PM 07:39PM 07:45PM 07:53PM 08:01 PM [06:40PM 06:51PM 07:01 PM 07:11PM 07:23PM 07:32PM 07:41 PM 07:57PM ' 08:03PM 08:11 PM 08:18PM '07:00PM 07:10PM 07:18PM . 07:28PM 07:40PM ' 07:49PM 07:58PM 08:14PM 08:20PM 08:28PM 08:35PM 07:30PM 07:40PM 07:48PM 07:58PM 08:10PM 08:19PM 08:27PM 08:42PM 08:48PM 08:56PM 09:03PM 08:00PM 08:08PM 08:15PM 08:25PM 08:36PM 08:45PM 08:53PM 09:08PM [ 09:14PM 09:22PM 09:29PM 08:30PM 08:38PM 08:45PM 08:55PM 09:06PM 09:15PM 09:23PM 09:38PM 09:44PM 09:52PM 09:59PM 09:00PM 09:08PM 09:15PM 09:25PM 09:36PM 09:45PM 09:53PM 10:08PM r10:14PM 10:22PM 10:29PM 10:00PM' 10:08PM 10:15PM 10:25PM 10:36PM 10:45PM 10:53PM 11:08PM 11:13PM 11:20PM ] 11:26PM 11:10PM 11:18PM 11:25PM 11:34PM 11:44PM 11:53PM 11:59PM 12:13AM 12:18AM 12:25AM £ 12:31AM 12:10AM 12:18AM 12:25AM [12:34AM 12:44AM 12:53AM 12:59AM 01:13AM 01:18AM 01:25AM 01:31AM 01:10AM 01:18AM 01:25AM 01:34AM 01:44AM 01:53AM 01:59AM 02:13AM : 02:10AM 02:18AM 02:25AM 02:34AM 02:44AM 02:53AM 02:59AM 03:13AM : L L : 03:10AM 1 03:17AM 03:24AM1 03:33AM 03:43AM 03:52AM 03:58AM 04:12AM' : . L L. 04:10AM 04:17AM 04:24AMJ 04:33AM 04:43AM 04:52AM 04:58AM 05:12AM . . to lit t a L41 CLOSE WINDOW http://www.co.miami-dade.fl.us/transitlroutes/schedule.asp?R1=WEEKDAY%20&R2=Northbound%20%20%20%20%20%20.., 10/27/2004 tvitai ate county - 1 ransit • el 1af'3 Transit Search Schedule A I) E TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 3 SCHEDULE Wal-Mart Florida City 05:20AM 05:52AM 06:20AM 06:40AM NE 209 St & Biscayne Blvd 05:27AM 05:59AM 06:29AM 06:49AM it SERVICE: WEEKDAY E. Country Club Dr & Yacht Club 05:34AM 06:07AM 06:37AM 06:57AM I1 Aventura Mall 04:29AM 05:21 AM 05:40AM 05:57AM 06:15AM 06:31AM 06:45AM 07:05AM NE 167 St & 15 Ave Mall 04:42AM 05:20AM 05:34AM 05:53AM 06:11 AM 06:29AM 06:45AM 07:O3AM 07:23AM DIRECTION: SOUTHBOUND NE 163 St & Biscayne Blvd 04:47AM 05:25AM 05:39AM 05:58AM 06:17AM 06:35AM 06:51AM 07:10AM 07:30AM NE 123 St & Biscayne Blvd 04:54AM 05:32AM 05:46AM 06:06AM 06.25AM 06:43AM 06:59AM 07:19AM 07:39AM 13 NE79St& Biscayne Blvd 05:06AM 05:44AM 06:OOAM 06:20AM 06:39AM 06:57AM 07:17AM 07:37AM 07:57AM NE 36 St & Biscayne Blvd 05:14AM 05:52AM 06:11AM 06:31 AM 06:50AM 07:09AM 07:29AM 07:49AM 08:09AM Using Our Site Contact Us Privacy Statement Omni Metro CBD Bus Mover Bus Terminal Terminal 05:20AM 05:58AM 06:18AM 06:38AM 06:57AM 07:17AM 07:37AM 07:57AM 08:17AM II II II 05:28AM 06:08AM 06:28AM 06:48AM 07:08AM 07:28AM 07:48AM 08:08AM 08:28AM http://www.co.miami-dade.fl.us/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Southbound%20%20%20%20%20%20... 10/27/2004 Mianade County - Transit • 2 0'13 [06:59AMjL07:08AM 107:17AM II07:25AMI) 07:43AM 11 07:50AM 07:59AM 08:17AM 08:29AM 11 08:37AM I,08:48AMI 07:16AM 07:25AM 07:34AM 07:42AM 08:01AM 08:09AM 08:18AM 08:36AM 08:48AM 08:56AM 09:08AM 07:36AM 07:45AM 07:54AM 08:02AM 0821AM 08:29AM 0818AM 08:56AM 09:08AM 09:16AM 09:28AM 07:57AM 08:06AM 08:15AM 08:23AM 08:42AM 08:50AM ] 08:59AM 09:17AM 09:28AM 09:36AM 09:48AM 08:15AM 08:24AM 08:33AM 08:41AM 09:01AM 09:09AM 09:19AM 09:37AM 09:48AM 09:56AM 10:08AM 08:35AM 08:44AM 08:53AM 09:01AM 0921AM 09:29AM 09:39AM 09:57AM 10:08AM 10:16AM 1028AM 08:54AM 09:05AM 09:14AM `09:22AM 09:42AM 09:50AM 10:00AM 10:17AM 10:28AM 10:36AM 10:48AM 09:14AM 09:25AM 09:34AM 09:42AM 10:02AM 1010AM 1020AM 1017AM 10:48AM 10:56AM 1 11:08AM 09:33AM) 09:44AM 09:53AM 1O:02AM 10:22AM 1O:3OAM • 1O:40AM 10:57AM 11:08AM 11:16AM 11:28AM 09:53AM 10:04AM 10:13AM 10:22AM 10:42AM 10:50AM 11:OOAM 11:17AM 11:28AM 11:36AM 11:48AM 10:13AMJ 10:24AM 1O:33AM 10:42AM 11:O2AM 11:1OAM• 11:20AM 11:37AM 11:48AM 11:56AM 12:08PM 10:33AM- 10:44AM 10:53AM 11:02AM 11:22AM 11:3OAM 11:40AM 11:57AM 12:08PM 12:16PM 12:28PM 10:52AM 11:03AM 11:13AM 11:22AM 11:42AM 11:5OAM 12:OOPM 12:17PM 12:28PM 12:36PM 12:48PM 11:12AM 11:23AM 11:33AM 11:42AM'12:02PM 12:10PM 12:20PM 12:37PM 12:48PM 12:56PM O1:O8PM 11:32AM 11:43AM 11:53AM 12:02PM 12:22PM 12:30PM 12:40PM 12:57PM O1:O8PM O1:16PM O1:28PM 11:51AM 12:03PM 12:13PM 12:22PM 12:42PM 12:50PM O1:OOPM O1:17PM O1:28PM O1:36PM O1:48PM 12:11PM 12:23PM 12:33PM 12:42PM O1:O2PM O1:1OPM O1:2OPM O1:37PM O1:48PM O1:56PM 02:08PM 12:31PM 12:43PM 12:53PM 01:02PM O1:22PM O1:3OPM O1:4OPM L01:57PMM 02:08PM 02:16PM 02:28PM 12:51PM O1:O3PM O1:13PM O1:22PM O1:42PM O1:5OPM 02:00PM 02:17PM 02:28PM 02:36PM 02:48PM O1:11PM O1:23PM O1:33PM O1:42PM 02:02PM r 02:10PM 02:20PM 02:37PM 02:48PM 02:56PM 03:08PMF O1:31PM1 O1:43PM O1:53PM 02:02PM 02:22PM I-02:30PM 02:40PM 02:57PM 03:08PM 03:16PM 03:28PM` 01:52AM 02:04AM 02:14AM 02:23AM 02:43AM 02:51 AM 03:01 AM 03:18AM 03:28AM 03:36AM 03:48AM 02:11PM 02:23PM 02:33PM 02:42PM 03:03PM 03:11 PM 03:21 PM 03:38PM 03:48PM 03:56PM 04:O8PM 02:30PM 02:42PM 02:52PM 03:02PM 03:23PM 0311PM 03:41PM 03:58PM 04:08PM 04:16PM 04:28PM] 02:47PM 03:00PM 03:12PM 03:22PM [03:43PM 03:51PM 04:01PM 04:18PM 04:28PM 04:36PM 04:48PMI 03:O8PM 03:21 PM 03:33PM 03:43PM 04:04PM 04:12PM 04:21 PM 04:38PM 04:48PM 04:56PM 05:O8PM I 03:28PM 03:41 PM 03:53PM 04:03PM 04:24PM 04:32PM 04:41 PM 04:58PM 05:08PM 05:16PM 5:28PM 03:47PM 04:01PM 04:13PM 04:23PM 04:44PM 04:52PM 05:01PM [05:18PM 1-05:28PM 05:36PM 5:48PM 06:088PM 04:33PM 04:43PM 05:04PM 05:12PM 05:21 PM ] 05:38PM [ 05:48PM 05:56PM ' 04:07PM 04:21 PM 04:28PM 04:42PM 04:54PM 05:O4PM 05:25PM L 05:33PM 05:42PM 05:59PM 06:09PM 06:16PM 06:28PM 04:49PM 05:O3PM 05:15PM 05:25PM 05:46PM 05:54PM 06:O3PM 06:19PM 06:29PM 06:36PM 06:48PM 1 II II 1 1 11 II 11 11 11 II I Zo Mf A4t( HHAOw,4YS http://www.comiami-dadenus/transit/routes/schedule.asp?R 1-WEEKDAY%20&R2=Southbound%20%20%20%20%20%20... 10/27/2004 tvtiat aue county - 1 ransit • III 3of3 05:17PMI 05:31PM j 05:43PM I105:53PM, 06:14PM II 06:21PM IL 06:30PM II 06:46PM_I 06:56PM 107:03PM 07:13PM 05:35PM' 05:49PM 06:01 PM 06:11 PM 06:31 PM 06:38PM 06:47PM 07:03PM 07:12PM 07:19PM 07:29PM 05:53PM 06:07PM 06:17PM 06:27PM 06:47PM 06:54PM 07:03PM 07:17PM 07:26PM , , 07:33PM 07:43PM 06:28PM , 06:40PM 06:50PM 07:00PM 07:18PM 07:25PM 07:34PM 07:48PM 07:57PM 08:04PM 08:13PM 07:04PM 07:14PM 07:22PM 07:30PM 07:48PM I07:55PM 08:04PM 08:18PM 08:27PM 08:34PM 08:43PM 07:53PM I-08:03PM 08:11PM 08:18PM 08:35PM 08:41 PM 08:49PM 09:03PM 09:12PM 09:19PM 09:28PM 08:24PM 08:33PM 08:41 PM 08:48PM 09:05PM 09:11 PM 09:19PM 09:33PM 09:42PM 09:49PM [09:58PM 09:24PM 09:33PM 09:41PM 09:48PM 10:05PM 10:11PM 10:19PM 10:33PM 10:42PM 10:49PM 10:58PM 10:29PM 10:38PM 10:46PM 10:53PM 11:10PM 11:16PM 11:24PM 11:36PM 11:44PM 11:50PM 11:58PM 11:30PM 11:39PM 11:46PM 11:52PM 12:07AM 12:13AM 12:21AM 12:33AM 12:41AM 12:47AM 12:55AM 12:35AM 12:44AM 12:51AM 12:57AM 01:12AM 01:18AM 01:26AM 01:38AM 01:46AM 01:52AM 02:00AM 01:35AM 01:44AM ' 01:51AM 01:57AM 02:12AM , 02:18AM 02:26AM 02:38AM 02:46AM 02:52AM 03:00AM : 02:54AM 03:09AM 03:14AM 03:21AM 03:33AM 03:41AM 03:47AM 03:55AM : 0 03:56AM 04:09AM 04:14AM 04:21AM ' 04:33AM 04:41AM 04:47AM 04:55AM CLOSE WINDOW http://www.co.miami-dade. fl.us/transit/routes/schedule. asp?R 1=WEEKDAY%20&R2=Southbound%20%20%20%20%20%20... 10/27/2004 • Deadhead Non stop revenue service One A.M. Southbound trip and one P.M. Northbound trip will serve bus stop at NW 19 Ave/12 St. See schedule. NWT 0.11 00 NW 28 St 0) 01 z ¢ r ▪ Traffic 2 . - an a ✓Light NW11St •1■ "'•1O xtrmzam..!zlt NW 29 St SR 836 ■ . ▪ < aL�- o — NW ▪ S. River Dr. a a) — NW 11 St m Map not to scale 11/03 WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or of the bus. EFFECTIVE: December 7, 2003 NW SW 8 St SW 27 Lane M� RORAII.. - m 0 tRd NW 14 S a, N z NW30Stn._ a) N I�1 ALL BUSES ARE WHEELCHAIR ACCESS/PLR ACCESSIBLE Edit NW 29 St BIKE Route 6 z W. Flagler St S listrunpumnitakiwavarced SW 11 St SW 27 Terr Grand Ave NE 17 S GOVERNMENT CENTER STATION., 7 St f8St a) BRICKELL STATION DESTINATION SIGN North NW 18 Ave/29 St - 0021 South Coconut Grove - 0022 Not In Service - 02D6 iviia aue uaunty t ranstt • 9.1 of 2 Transit Search Schedule TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m, Weekends, 9 a.m. to 5 p.m. www,miamidade.gov ROUTE 6 SCHEDULE SERVICE: WEEKDAY DIRECTION: NORTHBOUND Using Our Site Contact Us Privacy Statement 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 Brickell Station SW 1 St & Miami Ave NW 29 St & N Miami Ave NW 29 St & 18 Ave NW 12 St & 19 Ave 08:13AM 08:22AM 08:31AM 08:41AM 08:51 AM 08:56AM 09:10AM 09:18AM 09:26AM 09:35AM 08:43AM 08:52AM 09:01AM 09:11 AM 09:21AM 109:26AM 09:40AM 09:48AM 09:56AM 10:05AM . 09:13AM 109:22AM 09:31AM 09:41AM 09:51AM 09:56AM 10:10AM 10:18AM 10:26AM 10:35AM 09:43AM 09:52AM 10:01AM 10:11AM 10:21AM 10:26AM 10:40AM 10:48AM 10:56AM 11:05AM 10:13AM 10:22AM 10:31 AM 10:41AM 10:51 AM 10:56AM 11:10AM 11:18AM 11:26AM 11:35AM 11:13AM 11:22AM 11:31AM 11:41AM 11:51AM 11:56AM 12:10PMI 12:18PM, 12:26PMM 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 01:31PM 01:41PM 01:51PM 01:56PM 02:10PM 02:18PM 02:26PM 02:35PM 02:13PM 02:22PM 02:31PM 02:41PM 02:51PM 02:56PM 03:10PM 03:18PM 03:26PM 03:35PM , [ II 11 II II ir ii it 1 1 http://www.ca.miami-dadefi.us/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Northbound%20%a20%20%20%20%20... 10/28/2004 M.ia ade County - Transit • 03:13PM II03:22PMII03:31 PMI103:41 PMII03:51 PM II03:56PM II04:10PM 04:13PM 04:43PM 05:13PM 04:22PM 04:52PM 05:22PM 04:31 PM 05:01 PM 05:31 PM 04:41 PM 05:11PM 05:41 PM -04:51 PM 05:21 PM 05:51 PM 04:56PM 05:26PM 05:56PM 05:1OPM 05:40PM 06:10PM CLOSE WINDOW 1411 2 of 2 I04:18PM I05:18PM 05:48PM 04:26PM 04:35PM I 05:26PM 05:35PM 05:56PM 06:05PM 05:40PM 06:18PM 06:26PM f 06:35PM arias ait ‘Awasis 3 SY- 1•SitsIVIr " artsIHr k http://www.co.miami-dade. fl.us/transi t/routes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%20%20%20%20%20... 10/28/2004 Miatfbade County - Transit • •1. of2 Transit Search I Schedule r TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 T7'Y Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 6 SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND Using Our Site Contact Us Privacy Statement NW 12 St & 19 Ave NW 29 St & 18 Ave NW 29 St SW 1 St & Brickell & N Miami Miami Ave Station Ave Flagler St & 22 Ave NW 14 St & 22 Ave NW 7 St & 37 Ave SW 8 St & 32 Ave Coconut Grove Station Grand Av & McFarlane Rd 08:07AM 08:15AM 08:25AM '08:31AM 08:45AM 08:51AM 09:01AM 09:09AM 09:18AM 09:25AM 08:32AM 08:37AM 08:45AM 08:55AM 09:01 AM 09:15AM 09:21 AM 09:31 AM 09:39AM 09:48AM 09:55AM 09:07AM 09:15AM 09:25AM 09:31AM 09:45AM 09:51AM 10:01 AM 10:09AM 10:18AM 10:25AM :• 09:37AM 09:45AM 09:55AM 10:01 AM 10:15AM 10:21 AM 10:31 AM 10:39AM 10:48AM 10:55AM :• 10:37AM 10:45AM 10:55AM F 1:01 AM 11:15AM 11:21AM 11:31 AM 11:39AM 11:48AM 11:55AM •: 11:37AM 11:45AM 11:55AM 12:01 PM 12:15PM 12:21PM 12:31PM 12:39PM 12:48PM 12:55PM :• 12:37PM 12:45PM 12:55PM 01:01 PM 01:15PM 01:21 PM 01:31 PM 01:39PM 01:48PM 01:55PM :• 01:37PM 01:45PM 01:55PM 02:01 PM 02:15PM 02:21PM 02:31 PM 02:39PM 02:48PM 02:55PM :• 02:37PM 02:45PM 02:55PM 03:01 PM 03:15PM 03:21PM 03:31 PM 03:39PM 03:48PM 03:55PM 1 11 11 11 1 11 11 11 http://www.co.miami-dade.fl.us/transitlrautes/schedule.asp?R1=WEEKDAY%20&R2=Southbound%20%20%20%2W/0M/020... 11 /1 /2004 miaz ate County - 1 ransit ili • •20f2 : 11 03:37PM 03:45PM 03:55PM 04:01 PM 04:15PM 04:21 PM 04:31 PM 04:39PM1I04:48PM 104:55PM 04:O7PM 04:15PM 04:25PM 04:31 PM 04:45PM 04:51 PM 05:01 PM 05:09PM 05:18PM 05:25PM : L04:37PM `04:45PM 04:55PM a05:01 PM 05:15PM 05:21 PM 05:31 PM 05:39PM.05:48PM 05:55PM • 05:07PM 05:15PM 05:25PM 05:31 PM 05:45PM 05:51 PM 06:01 PM 06:09PM106:18PM 06:25PM CLOSE WINDOW "30 (Y1inulk !-1 tckawcgS http://www.co.miami-dade. fl. us/transit/routes/schedule. asp?R 1=WEEKDAY%20&R2=Southbound%20%20%2 0%20%2 0%20... 11 / 1 /2 004 • MIAMI INTERNATIONAL AIRPORT BUS LOOP (Lower Level) MIA TERMINAL (Lower Level it S STUD Parking Garage Flamingo Parking Garage Dolphin Parking Garage Stay in left lane All operators must turn the engine off imnieadiately upon arriving at the end of the line. Do not race the engine after layover. Nahkoda cc) oWestward Dr En er parking Garage Do Not Enter Baggage Claim lane Follow Green Bus Signs r r ■2 Q NW 17 St International Mall Dolphin Miami 1\64>.—Sus Mali NW 145t Stop z Fontainebleau $IL North Map not to scale 11/03 EFFECTIVE: December 7, 2003 REISSUED: oo NW7St z Park Blvd MIAMI SPRINGS O t/7 MIAMI INTERNATIONAL AIRPORT OF THE MALL �a,�tia AMERICAS WEST DADE W Flagler St ar �rrrrr Q cca z WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. East West West 7A 7A DESTINATION SIGN Downtown Miami - 0026 Airport - 002C Miami Springs - 002A Mall Of Americas - 0028 Dolphin Mall - OOF1 Not In Service - 02D6 NW 36 St 4/4, GOVERNMENT 1 SN CENTER Jr♦.�Qf STATION ♦♦br i z NW 7 St NW4St LITTLE HAVANA Route 7 f�l Ai,L BUSES ARE W HF. ELC HAIR ACCESSIBLE OVERTOWN STATION NW/ ;i NE 6 St NMllilwllr SW/SE 1 St €_.. MDCC f♦ DOWNTOWN CAMPUS row DOWNTOWN BUS TERMINAI. Miaade County - 'Transit ai • •I.of3 Transit Sea rch Schedule tfk- • TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 7 SCHEDULE SERVICE: WEEKDAY DIRECTION: EASTBOUND Using Our Site Contact Us Priv@cy. Statement Dolphin Mali Miami Internat. Mall Mall of the Americ as Flagler & 72 Ave Miami Springs Cr & N. Royal NW 36 St & 42 Ave Miami Intl Airport NW 7 St & 42 Ave NW 7 St & 22 Ave SW 1 St & 1 Ct SW 1 St & Miami Ave : : 04:50AM 04:53AM : : 05:04AM 05:11AM 05:23AM 05:28AM :• : 05:16AM 05:23AM 05:28AM 05:34AM 05:41 AM 05:53AM 05:58AM 05:24AM 05:31 AM 05:44AM 05:47AM : : : 05:58AM 06:07AM 06:23AM 06:28AMj : 06:02AM 06:09AM 06:15AM 06:23AM 06:32AM 06:48AM 06:53AM 06:05AM 06:12AM 06:29AM 06:33AM : : 06:47AM 06:56AM 07:12AM 07:18AM : : �.06:42AM 06:49AM 06:55AM 07:05AM 07:16AM 07:32AM 07:38AM 06:36AM 06:43AM 07:04AM 07:10AM : 07:25AM 07:36AM 07:52AM 07:58AM : 07:20AM 1 07:28AM 07:35AM 07:45AM 07:56AM 08:12AM 08:18AM 07:16AM 07:23AM 07:44AM 07:50AM : : : 08:05AM 08:16AM 08:32AM 08:38AM : 08:00AM 08:08AM 08:15AM 08:25AM 08:36AM 08:52AM l 08:58AM I t R 1 It 11 it a 1 http://www.co.miami-dale.fl.us/transitlroutes/schedule.asp?R 1=WEEKDAY%20&R2=Eastbound%20%20%020%20%20%20... 10/28/2004 iviia aue Uounty - i ransit • 2 of 3 I07:56AMII08:O3AM [ 08:24AM 08:38AM 09:20AM 09:41 AM 10:21 AM 11:01AM 11:41AM 12:21PM 12:59PM 01:38PM 02:16PM 02:54PM 03:33PM 04:14PM 04:55PM 05:39PM 1 08:45AM 09:29AM 09:50AM 10:30AM 11:10AM! 11:50AM 12:30PM 01:08PM 01:47PM 02:25PM 03:03PM 03:42PM )04:23PM 05:04PM 05:48PM 09:06AM 09:46AM 10:07AM 10:47AM 11:27AM 12:07PM 12:47PM 01:25PM 02:04PM L 02:42PM 08:30AMII : 11 : f : (I 08:45AM [ 08:56AM 109:12AM II09:18AM] 09:11AM 09:51 AM 10:12AM 10:52AM 11:32AM 12:12PM 12:52PM 01:30PM 02:09PM 02:47PM 08:41 AM 09:21 AM 10:21 AM 11:01AM 11:41AM 12:21PM 01:01 PM 01:38PM 02:17PM 02:57PM 08:49AM 09:29AM 10:29AM 11:09AM 11:49AM 12:29PM 01:09PM 01:46PM 02:26PM 03:06PM 08:56AM 09:36AM 10:36AM 11:16AM 11:56AM 12:36PM 01:16PM 01:53PM 02:33PM 03:13PM 09:06AM 09:26AM 09:46AM 10:06AM 10:26AM 10:46AM 11:06AM 11:26AM 11:46AM 12:06PM 12:26PM 12:46PM 01:06PM 01:26PM 01:44PM 02:03PM 02:23PM 02:43PM 03:03PM 03:23PM 09:16AM 09:36AM 09:56AM 10:16AM 10:36AM 10:56AM 11:16AM 11:36AM 11:56AM 12:16PM 12:36PM 12:56PM 01:16PM 01:36PM 01:54PM 02:14PM 02:34PM 02:54PM 03:14PM 03:34PM 03:21PM 1103:27PM : 11 : 1 : 11 03:43PM 11 03:54PM 09:32AM 09:52AM 10:12AM 10:32AM 10:52AM 11:12AM 11:32AM 11:52AM 12:12PM 12:32PM 12:52PM 01:12PM 01:32PM 01:52PM 02:11PM 02:31 PM 02:51 PM [ 03:11 PM 03:31 PM 03:51 PM 04:11PM 09:38AM 09:58AM 10:18AM 10:38AM 10:58AM 11:18AM 11:38AM 11:58AM 12:18PM 12:38PM 12:58PM 01:18PM 01:38PM 0 58PM 02:18PM 02:38PM 02:58PM 03:18PM 03:38PM 04:18PM 03:38PM 03:47PM II 03:54PM 04:04PM ll 04:15PM 04:31 PM 4:38PM 04:01PM 11 04:07PM : t : : 04:24PM 04:35PM 04:51PM 04:58PM 04:4 : .) 04:18PM [ 04:27PM 04:34PM 1 04:44PM 04:55PM 05:11 PM L05:18PM 2PM 05:38PM 05:23PM 06:07PM 04:48PM 05:29PM 06:12PM 04:59PM 05:41 PM 06:35PM 05:08PM 05:50PM 06:43PM 05:15PM 05:57PM 06:50PM 05:05PM 05:25PM 05:46PM 06:07PM 06:27PM 07:OOPM 05:15PM 05:35PM 05:56PM 06:17PM 06:37PM 07:09PM 05:31 PM 05:51 PM 06:12PM 06:32PM 06:52PM 07:23PM 05:58PM1 06:18PM 06:38PM 06:58PM 07:28PM 11 11 1 ,Z q Kow Neadoctl S http://www.co.miami-dade.fl.us/transitlrouteslschedule.asp?R1=WEEKDAY%20&R2=Eastbound%20%20%020%20%20%20,, 10/28/200d 11 11 11 11 Miar de County - Transit • 403 of 3 06:47PMII06:56PM 1 07:14PM II07:18PM1[ : : II 07:30PM 07:39PM II 07:53PM 1107:58PM 07:50PM 08:00PM 08:09PM 08:23PM 08:28PM 07:50PM 07:58PM 08:14PM 08:18PM 08:30PM 08:39PM 08:53PM 08:58PM 08:53PM 09:03PM 09:11PM 09:23PM 09:28PM 08:43PM 08:51 PM 09:07PM 09:11PM : : : 09:23PM 09:31PM 09:43PM 09:48PM 09:45PM 09:52PM 10:05PM 10:09PM : : 10:21 PM 10:29PM 10:41 PM 10:46PM 10:00PM 10:07PM 10:20PM : : : j : 10:30PM 10:37PM 10:50PM : • : : : : CLOSE WINDOW http://www.camiami-dale.f7.us/transit/routesfschedule.asp?R 1=WEEKDAY%20&R2=Eastbound%20%20%20%v20%20%20... 1.0/28/2004 Maa,ade bounty - 'Transit • 101 of 3 Transit Search Schedule TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 7 SCHEDULE 05:30AM 06:OOAM 06:30AM 06:55AM 07:20AM 07:40AM 08:00AM 08:20AM 08:40AM 09:00AM 06:03AM 06:33AM 06:58AM 07:23AM 08:03AM 08:23AM 08:43AM 09:03AM SERVICE: WEEKDAY DIRECTION: WESTBOUND 05:40AM 06:15AM 06:45AM 07:13AM 07:38AM 07:58AM 08:18AM 08:38AM 08:58AM 09:18AM NW 7 St & 42 Ave 05:48AM 06:24AM 06:54AM 07:24AM 07:49AM 08:09AM 08:29AM 08:49AM 09:10AM 09:30AM Miami Intl Airport 06:31 AM 07:31 AM 08:16AM 08:56AM 09:37AM NW 36 St & 42 Ave 06:39AM 07:39AM 08:24AM 09:04AM 09:45AM Miami Springs Cr & N. Royal 06:45AM 07:45AM 08:30AM 09:10AM 09:51AM Flagler & 72 Ave 05:59AM 07:08AM 08:03AM 08:43AM 09:24AM Mali of the Americ as 06:04AM 07:13AM 08:08AM 08:48AM 09:29AM Miami Internat. Mail 06:17AM 07:27AM 08:22AM, 09:02AM Using Our Site Contact Us Privacy State€nent Dolphin Mall 06:25AM 07:35AM 08:30AM 09:11AM 09:43AM 09:52AM httpJ/www.co.miami-dade.f us/transitlroutes/schedule.asp?R 1=WEEKDAY%20&R2=Westbound%20%20%20%a20%n20%20... 10/28/2004 Miar ade County - Transit • .2 013 09:20AMIO9:23AMj 09:38AM 09:50AM I : : I : 1I10:04AM 10:09AM II1Q:23AM1110:32AM1 09:58AM 10:11 AM 10:19AM 10:27AM 10:34AM : : . 09:40AM 09:43AM 1 Q:OOAM 10:03AM 10:18AM 10:31 AM : 1 b:45AM 10:5OAM 11:O4AM 11:13AM 10:20AM 10:23AM 10:38AM 10:51 AM 10:59AM 11:07AM 11:14AM : . 10:4OAM 10:43AM 0:58AM 11:11AM : 11:25AM 11:3OAM 11:44AM 11:53AM 11:OOAM 11:03AM 11:18AM 11:31AM 11:39AM 11:47AM 11:54AM : : 11:2OAM 11:23AM 11:38AM 11:51AM 12:05PM 12:1 OPM 12:24PM 12:33PM 11:40AM 11:43AM 11:58AM 12:11 PM 12:19PM 12:27PM 12:34PM : . 12:OOPM 12:O3PM 12:18PM . 12:31PM : 12:45PM 12:50PM 01:04PM 01:13PM 12:20PM, 12:23PM 12:38PM ' 12:51PM 12:59PM 01:07PM 01:14PM : : : : 12:4OPM 12:43PM 12:58PM 01:11 PM : : : 01:25PMf 01:30PM 01:44PM 01:53PM ,01:O0PM 01:03PM 01:18PM 01:31PM 01:39PM 01:47PM 01:54PM : . : 01:20PM 01:23PM 01:38PM 01:51PM : : : 02:05PM ' 02:10PM 02:24PM 02:33PM 01:40PM ' 01:43PM 01:58PM 02:12PM 02:20PM 02:30PM 02:37PM : : : 02:OOPM 02:03PM 02:18PM 02:32PM : • 02:46PM 02:51PM 03:05PM 03:14PM 02:20PM 02:23PM 02:38PM 02:52PM 03:00PM 03:10PM 03:17PM : : : 02:4OPM 02:43PM 02:58PM 03:13PM 03:27PM 03:33PM 03:47PM 03:56PM 03:OOPM 03:03PM 03:18PM 03:33PM' 03:41PM 03:51PM 03:58PM : : 03:2OPM 03:23PM 03:38PM 03:53PM 04:10PM 04:16PM 04:32PM 04:41PM 03:40PM 03:43PM 03:58PM 04:13PM 04:21PM 04:31PM ' 04:39PM : : : . 04:00PM 04:03PM 04:19PM 04:34PM : : 04:51 PM 04:57PM 05:13PM 05:22PM 04:20PM 04:23PM 04:39PM 04:54PM 05:02PM 05:12PM 05:20PM : : : . 04:40PM 04:43PM 04:59PM 05:15PM 05:32PM 05:38PM [05:54PM 06:O3PM 05:00PM 05:03PM 05:19PM 05:35PM 05:43PM 05:53PM 06:01 PM : : : . 05:2OPM 05:23PM 05:39PM 05:55PM : 06:12PM 06:17PM 06:32PM 06:41PM 05:40PM 05:43PM 05:59PM j 06:15PM 06:23PM 06:31PM 06:38PM : : . 06:00PM 06:03PM 06:16PM 06:31PM : : 06:45PM 06:50PM 07:05PM 07:13PM ' . 06:20PM i06:23PM 06:36PM 06:51 PM 06:59PM 07:07PM 07:13PM : : 07:5OPM 06:40PM 06:43PM 06:56PM 07:11 PM : 07:23PM 07:2$PM 07:42PM 07:00PM 07:03PM 07:15PM 07:25PM 07:31 PM : : : : : 07:30PM 07:33PM 07:45PM 07:55PM : : : 08:07PM 08:12PM 08:26PM 08:34PM 1 11 I 1f II II I II [ I Mkn2 http://www.co.miami-dale.fl.us/transitlroutes/schedule,asp?R 1=WEEKDAY%20&R2=Westbound%20%a20%20%20%20%20... 10/28/2004 Maa�t ade County - "Transit • fa 3 of 3 08:OOPM 08:03PM Ij 08:15PM 1 08:25PM 08:31 PM : 11 : : : ! : 08:30PM 08:33PM 08:45PM { 08:55PM : : 09:11PM 09:22PM` 09:30PM 09:07PM 09:OOPM 09:03PM 09:13PM 09:21PM : : : 09:32PM 09:36PM 09:47PM 09:55PM 09:3OPM 09:33PM 09:43PM 09:51PM 10:02PM 1 d:06PM 10:17PM 10:25PM 10:00PM'10:03PM 10:13PM € 10:21PM : : 10:32PM 10:36PM1 CLOSE WINDOW http://www.co.miami-dale, fl.us/transit/routes/schedule. asp?R 1=WEEKDAY%20&R2=Westbound%20%20%a20%a20%20%20... 10/28/2004 VIA 8 STREET SW 8 St FIU SOUTH CAMPUS SW 16 St SSW 17 St I= ■r ■ :)(3 FIU Bus ■ Terminal • ■ ■ F1U SOUTH CAMPUS m r- • VIA CORAL WAY FIU SOUTH CAMPUS MI - FIU Bus Terminal ■ ■ ■ • ▪ SW 17 St r` Coral Way SW 24 St Route 8A SW 8 St SW 8 St DESTINATION SIGNS EAST: 8 Downtown Via Westchester - 004E 8A Downtown Via Sw 8 St - 001F 8 Downtown Via 8 St - 002E (Westchester Short Turn) West: 8 FIU Via Westchester - 0052 8A FIU Via Sw 8 St - 001D 8 Westchester - 0030 Not In Service - 02D6 SW 7 St • Route 8 [61 AU BUSES ARE WIIEEL,CIIAIR ACCESSIBLE NE6St 7 w 4) z � w r_4St ■ ■ -IViral Way Route 8 WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. North Map not to scale 3109 EFFECTIVE: April 25, 2004 SW 24 St ■ ■ BRICKELL LITTLE STATION HAVANA WESTCHESTER SHOPPING CENTER WESTCHESTER SHORT TURN SW 94 Court Library Diamonds Fire Station SW 24 St Recovery zone ■ v ■ Q ■ ti ■ o0 ■ ■ ▪ Coral Way ■ ■ ■ ■ WESTCHESTER I,: SHOPPING ■ CENTER BRICKELL STATION SW 7 St ■■■■■■rr■ ■ r SW 8 St ■ ■ ■ ■ ■ 111121111111 M.ta.ade County - Transit • ID of 4 Transit Search I Schedule TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305.891-3131 UTY Users (for deaf/hard of hearing}: 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov ROUTE 8 SCHEDULE FI U Main Terminal SW 24 St & 88 Ave 04:40AM 05:05AM 05:22AM 05:34AM 05:45AM 05:56AM 06:12AM 06:26AM 1 SERVICE: WEEKDAY DIRECTION: EASTBOUND SW 24 St & 87 Ave 05:14AM 05:43AM 05:59AM 06:09AM 06:29AM 06:39AM SW 24 St & 82 Ave 05:15AM 05:44AM 06:01 AM 06:11AM 06:31 AM 06:41 AM I I SW 8 St & 87 Ave 04:47AM 05:29AM 05:52AM 06:22AM 11 SW 8 St & 57 Ave 04:57AM 05:26AM 05:39AM 05:55AM 06:05AM 06:15AM 06:25AM 06:35AM 06:45AM 06:55AM SW 8 St & 42 Ave 05:02AM 05:31 AM 05:44AM 06:01 AM 06:11AM 06:21AM 06:31 AM 06:41 AM 06:51 AM 07:01 AM SW 8 St & 27 Ave 05:08AM 05:37AM 05:50AM 06:10AM 06:20AM 06:30AM 06:40AM 06:50AM 07:OOAM 07:10AM SW 8 St & 12 Ave 05:15AM 05:44AM 06:OOAM 06:20AM 06:30AM 06:40AM 06:50AM 07:00AM 07:10AM 07:20AM II it it it using Our Site Contact Us Privacy Statement BrickelI Station 05:20AM 05:49AM 06:07AM 06:27AM 06:37AM 06:47AM 06:57AM 07:07AM 07:17AM 07:27AM SW 1 St & Miami Ave 05:25AM 05:54AM 06:14AM 06:34AM 06:44AM 06:54AM 07:04AM 07:14AM 07:24AM 07:34AM 11 1 http://www.ca.miami-dade.fl.us/transitJroutes/schedule.asp?RI=WEEKDAY%20&R2=Eastbound%20%20%20%120%20%n20... 10/28/2004 iviiar acre Uounty - iran slt • 2 of 4 06:42AMI[ : II : I : II 06:52AM II 07:05AM 07:11AM II 07:20AMj[07:30AM f I07:37AM)07:44AMI . 06:59AM 07:01AM : 07:15AM 07:21AM 07:30AM 07:40AM 07:47AM 07:54AM 06:56AM : 07:09AM 07:11AM : 07:25AM 07:31AM 07:40AM 07:50AM 07:57AM ,08:04AM 07:12AM : : : l 07:22AM 7 07:35AM 07:41AM 07:50AM 08:00AM 08:07AM 08:14AM 07:29AM 07:31AM : 07:45AM 07:51 AM 08:OOAM 08:10AM 08:17AM 08:24AM 07:26AM : 07:39AM 07:41 AM : 07:55AM 08:01 AM 08:10AM 08:20AM 08:27AM 08:34AM 07:42AM : : : 07:52AM 08:05AM 08:11AM 08:20AM 08:30AM 08:37AM 08:44AM : 07:54AM 07:59AM 08:01AM : 08:15AM 08:21AM 08:30AM 08:40AM 08:47AM 08:54AM 07:55AM : 08:08AM 08:10AM : 08:24AM 08:30AM 08:39AM 08:49AM 08:56AM, 09:04AM 08:10AM : . : 08:20AM 08:33AM 08:39AM 08:48AM 08:58AM 09:06AM, 09:14AM : 08:22AM 08:27AM 08:29AM : 08:43AM '08:49AM 08:58AM 09:08AM 09:16AM 09:24AM 08:24AM : 08:37AM 08:39AM : 08:53AM r08:59AM 09:08AM 09:18AM 09:26AM 09:34AM 08:44AM : : : 08:54AM 09:07AM 09:14AM 09:23AM 09:33AM . 09:41AM 09:49AM 08:53AM 09:06AM 09:08AM : 09:22AM 09:29AM 09:38AM 09:48AM 09:56AM 10:04AM 09:14AM : . : 09:24AM 09:37AM 09:44AM 09:53AM 10:03AM 10:11 AM 10:19AM 09:24AM 09:36AM 09:38AM : 09:52AM 09:59AM 10:08AM 10:18AM 10:26AM 10:34AM 09:44AM : . 09:54AM 10:07AM 10:14AM 10:23AM 10:33AM 10:41AM 10:49AM 09:54AM : 10:06AM 10:08AM : 10:22AM 10:29AM 10:38AM 10:48AM 10:56AM 11:04AM 10:14AM : : : 10:24AM 10:37AM 10:44AM 10:53AM 11:03AM 11:11 AM 11:19AM 10:24AM : 10:36AM 10:38AM : 10:52AM 10:59AM 11:O8AM 11:18AM 11:26AM 11:34AM 10:44AM : : : 10:54AM 11:07AM 11:14AM 11:23AM 11:33AM 11:41AM 11:49AM 10:54AM : 11:06AM 11:08AM : 11:22AM 11:29AM 11:38AM 11:48AM 11:56AM 12:04PM 11:14AM : : : 11:24AM 11:37AM 11:44AM 11:53AM 12:03PM 12:11PM 12:19PM 11:24AM : 11:36AM 11:38AM : 11:52AM 11:59AM 12:08PM 12:18PM 12:26PM 12:34PM 11:44AM : : : 11:54AM 12:07PM 12:14PM 12:23PM 12:33PM 12:41PM 12:49PM 11:54AM : 12:06PM 12:08PM : 12:22PM 12:29PM 12:38PM 12:48PM 12:56PM 01:04PM 12:14PM : : : 12:24PM 12:37PM 12:44PM 12:53PM 01:03PM 01:11PM 01:19PM 12:24PM, : 12:36PM 12:38PM : 12:52PM 12:59PM 01:08PM 01:18PM 01:26PM 01:34PM 12:44PM : : : 12:54PM . 01:07PM 01:14PM 01:23PM 01:33PM 01:41PM 01:49PM 12:54PM : 1 01:06PM 01:08PM : 01:22PM 01:29PM 01:38PM 01:48PM 01:56PM 02:04PM 01:14PM : : : 01:24PM 01:37PM 01:44PM 01:53PM 02:03PM 02:11PM 02:19PM I 11 II II II II 11 http://www.co.miami-dade.fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Eastbound%20%20%20%a20%a20%a20... 10/28/2004 Miarade County - Transit • 1 3o 4 I01:24PM : II 01:36PM I01:38PM II : 101:52PM 1 01:59PM II 02:08PM !1 02:18PM 102:26PM 02:34PM 01:44PM : 01:54PM 02:07PM 02:14PM 02:23PM 02:33PM 02:41PM 02:49PM 01:53PM : 02:05PM 02:07PM : 02:21 PM 02:28PM 02:37PM 02:47PM 02:55PM 03:04PM 02:08PM : : : 02:18PM 02:31PM 02:38PM 02:47PM [02:57PM 03:05PM 03:14PM 02:24PM 02:26PM : 02:40PM 02:47PM 02:56PM 03:07PM 03:15PM 03:24PM 02:22PM : 02:34PM 02:36PM : 02:50PM 02:57PMI 03:06PM 03:17PM 03:25PM 03:34PM 02:37PM : : : 02:47PM 03:00PM 03:07PM 03:16PM 03:27PM 03:35PM 03:44PM' 02:54PM 02:56PM 03:10PM 03:17PM 03:26PM 03:37PM 03:45PM 03:54PM 02:52PM : 03:04PM 03:06PM 03:20PM 03:27PM 03:36PM 03:47PM 03:55PM 04:04PM 03:06PM : : : 03:17PM 03:30PM 03:37PM 03:46PM 03:57PM 04:05PM 04:14PM : 03:24PM 03:26PM : 03:40PM 03:47PM 03:56PM 04:07PM 04:15PM 04:24PM' 03:22PM : 03:34PM 03:36PM : 03:50PM 03:57PM 04:06PM 04:17PM 04:25PM 04:34PM , 03:36PM : 03:47PM 04:00PM 04:07PM 04:16PM 04:27PM 04:35PM 04:44PM : 03:54PM 03:56PM : 04:10PM 04:17PM 04:26PM 04:37PM 04:45PM 04:54PM 03:52PM 04:04PM 04:06PM : 04:20PM 04:27PM 04:36PM 04:47PM 04:55PM 05:04PM 04:06PM : : : 04:17PM 04:30PM 04:37PM 04:46PM 04:57PM 05:05PM505:14PM 04:24PM 04:26PM : 04:40PM 04:47PM 04:56PM 105:07PM 05:15PM 05:24PM 04:22PM : 04:34PM 04:36PM : 04:50PM 04:57PM 05:06PM 05:17PM 05:25PM 05:34PM 04:36PM : : : 04:47PM 05:00PM 05:07PM 05:16PM 05:27PM 05:35PM 05:44PM 04:42PMJ : 04:54PM 04:56PM 05:10PM 05:17PM 05:26PM 05:37PM 05:45PM 05:54PM 04:52PM : 05:04PM 05:06PM : 05:20PM 05:27PM 05:36PM 05:47PM 05:55PM 06:04PM 05:06PM : : : 05:17PM 05:30PM 05:37PM 05:46PM 05:57PM 06:05PM 06:14PM 05:12PM : 05:24PM 05:26PM : 05:40PM 05:47PM 05:56PM 06:Q7PM 06:15PM 06:24PM 05:22PM : 05:34PM 05:36PM : 05:50PM 05:57PM 06:06PM 06:17PM 06:25PM 06:34PM 05:36PM : 05:47PM 06:00PM 06:07PM 06:16PM 06:27PM 06:35PM 06:44PM 06:10PM 06:17PM 06:26PM 06:37PM 06:45PM 06:54PM 05:42PM : 05:54PM 05:56PM : 06:29PM 06:36PM 06:45PM 06:56PM 07:04PM 07:10PM 06:01 PM : 06:13PM 06:15PM . 06:24PM : : : 06:35PM 06:48PM 06:55PM 07:04PM 07:12PM 07:19PM 07:25PM € 07:12PM 07:19PM 07:27PM 07:34PM 07:40PM 06:38PM : 06:50PM 06:52PM : 07:06PM 06:55PM : 07:07PM 07:09PM : 07:21 PM 07:27PM 07:34PM 07:42PM 07:49PM 07:55PM 07:57PM 08:04PM 08:12PM 08:19PM 08:25PM [07:31PM : 1 : : 07:40PM 07:51PM II 11 11 11 1 II 11 ll 10 Mii‘v1/4.4e. http://www.co.miami-dade.fl,us/transitlroutes/schedule.asp?R 1 WEEKDAY%20&R2=Eastbound%20%o20%20%20%20%20... 10/28/2004 Miat ade County - Transit • 04 of 4 I07:57PMII • 08:32PM 09:06PM 10:06PM 11:06PM 08:07PM II08:09PM II : 08:21 PM J 08:27PM II 08:34PM II 08:42PM 08:49PM [08:55PMI 08:42PM 09:15PM 10:15PM 11:15PM 08:44PM 09:16PM 10:16PM 11:16PM 08:56PM 09:27PM 10:27PM 11:27PM CLOSE WINDOW 09:02PM 09:32PM 10:32PM 11:32PM 09:08PM 09:38PM 10:38PM 11:38PM 09:15PM 09:45PM 10:45PM 11:45PM 09:20PM 09:50PM 10:50PM 11:50PM 09:25PM 09:55PM 10:55PM 11:55PM http://www.co.miami-dade.fl.us/transit/rautes/schedule.asp?R 1=WEEKDAY%20&R2=Eastbound%20%20%20%20%20%20... 10/28/2004