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Tab 2 - Traffic Impact Analysis
URS • • • September 23, 2005 Via Fax and US Mail Ms. Lilia I. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2nd Avenue (10t Floor) Miami, Florida 33130 Re: Altos Plaza MUSP Sufficiency Letter— WO. # 118 Dear Ms. Medina, Subsequent to our August 30th, 2005 review comments for the subject protect, we have received a response letter along with a revised report dated September 12`t`, 2005 prepared by Kimley Hord and Associates, Inc. (KHA). We have also received sketches depicting vehicle maneuverability at the project driveways. Photocopies of all subsequent submittals are attached herewith. At this timethe traffic requit the rements and the study is found to be suffcc impact report along with e subsequent submittal meetsient Should you have any questions please fell free to call me at 954.739.1881. Sincerely, UR5 • r• oration Southern Raj hanmugam, P.E_ Senior Traffic Engineer Attachment Cc: Mr.Mr. Kevin John McWiltiarrrs, P.E.,KNA Fax:planner, City of '95a 720 2247) 305.416.1443) URS Corporation Lakeshore Complex $100 NW 33rd Avenue, Suite 150 Fort Lauderdale. Fl. 33309.6375 let: 954,739.188i Fox: 954,739.17E9 • Revised Traffic Impact Analysis for Submittal to the City of Miami 573 Altos Plaza Miami, Florida Prepared for: Miami Urban Partners, LLC Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Fort Lauderdale, Florida 02005 Kinney -Horn and Associates, Inc. September 2005 0426170000 Kimley-Horn and Associates, Inc. • • • Revised Traffic Impact Analysis for Submittal to the City of Miami 573 Altos Plaza Miami, Florida Prepared for: Miami Urban Partners, LLC Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Fort Lauderdale, Florida 02005 Kimley-Horn and Associates, Inc. September 2005 0426170000 • • • 11007_� Kimley-Ham and Associates, Inc. Traffic Impact Analysis — 573 Altos Plaza 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 (2005) CAPACITY ANALYSIS 9 Transportation Corridors 9 Intersections 15 BACKGROUND TRAFFIC 16 Background Area Growth 16 Committed Developments 16 PROJECT TRAFFIC 17 Existing and Proposed Land Uses 17 Project Access 17 Trip Generation 17 Trip Distribution and Assignment 21 TOTAL (2008 WITH PROJECT) TRAFFIC 23 FUTURE CONDITIONS (2008) CAPACITY ANALYSIS 25 PROJECT DRIVEWAY ANALYSIS 28 Driveway Analysis 28 Loading Area Review 28 FUTURE TRANSPORTATION IMPROVEMENTS 29 CONCLUSIONS 30 G:1042617000-573 Altos\Report\TIA l .doc Page - i September 2005 • • • © ' /I ICndey-Horn and Associates, Inc. Tragic Impact Analysis — 573 Altos Plaza LIST OF APPENDICES Appendix A: Methodology Correspondence Appendix B: Traffic Count Data Appendix C: Miami -Dade Transit Data Appendix D: Existing Conditions (2005) SYNCHRO 6.0 Outputs Appendix E: Growth Trend Analyses Appendix F: Volume Development Worksheets Appendix G: Cardinal Trip Distribution Appendix H: Future Conditions (2008 With Project) SYNCHRO 6.0 Outputs Appendix I: F'DOT Future Project Information LIST OF FIGURES Figure 1: Project Location Map 2 Figure 2: Intersection Lane Configurations 4 Figure 3: 2005 P.M. Peak Hour Traffic Volumes 6 Figure 4: Project Trip Distribution & Assignment 22 Figure 5: 2008 P.M. Peak Hour Total Traffic 24 LIST OF TABLES Table 1: Transportation Corridor Level of Service Thresholds 8 Table 2: 2005 P.M. Peak Hour Roadway Volumes 9 Table 3: 2005 P.M. Peak Hour Miami -Dade Transit Conditions 12 Table 4: 2005 P.M. Peak Hour Miami -Dade Transit Conditions 13 Table 5: 2005 P.M. Peak Hour Transportation Corridor Segment Conditions 14 Table 6: 2005 P.M. Peak Hour Intersection Conditions 15 Table 7: Existing Trip Generation 18 Table 8: Proposed Trip Generation 19 Table 9: Trip Generation Comparison 20 Table 10: Cardinal Trip Distribution 21 Table 11: Future (2008) P.M. Peak Hour Transportation Corridor Segment Conditions 26 Table 12: Future (2008) P.M. Peak Hour Intersection Conditions 27 GA0421517000-573 Altos \Report\TJA 1.doc Page - ii September 2005 • • ©Kimley-Hom and Associates, Inc. Traffic Impact Analysis -- 573 Altos Plaza INTRODUCTION Miami Urban Partners, LLC is proposing to construct a mixed -use development (573 Altos Plaza) located on the east side SW 22ndAvenue between SW 1St Street and SW 3rd Street in the City of Miami, Florida. Figure 1 depicts the location of the project. Currently, the site is home to several occupied commercial and residential land uses. The project proposes to redevelop the site with 325 residential condominium units, 10,000 square feet of retail space, a 30,000 square foot supermarket, and 40,000 square feet of office space. Construction is expected to be completed and the project will be occupied by the Year 2008. Kimley-Horn and Associates, Inc. has completed this traffic impact analysis for submittal to the City of Miami as part of the Major Use Special Permit (MUSP) application. The purpose of the study is to assess the project's impact on the surrounding roadway network and determine if adequate capacity is available to support future demand, The study's methodology is consistent with the requirements outlined by the City of Miami for traffic studies. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. A methodology meeting was conducted with the City of Miami's Traffic Consultant on July 15th, 2005. Methodology correspondence is included in Appendix A. According to the methodology memorandum, the traffic impact analysis was to consider the potential future changes in the operations (one-way to two-way) of Flagler Street and SW 151 Street. Upon further investigation, it was determined that no future operational changes are programmed at this time. Therefore, this analysis was omitted. Correspondence with the City of Miami is included in Appendix A. G:1042617000-573 Altus\Report\TIAl .doc Page - I September 2005 PROJECT LOCATION MAP ®MIN r1 kimley-Horn �and Associates, Inc, • • • Kinley-gym and Associates, Inc. Traffic Impact Analyst. — 573 Altos Plaza 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 for this project is defined as: • NW 7th Street (north) • SW 7th/8tn Street (south) • NW/SW 27th Avenue (west) • NW/SW 17tt` Avenue (east). Additionally, several intersections were examined within the study area including the following: • SW 22nd Avenue and West Flagler Street • SW 22nd Avenue and SW 1st Street • SW 22nd Avenue and SW 2nd Street • SW 22°d Avenue and SW 2nd Terrace • SW 22nd Avenue and SW 3rd Street • SW 21st Court and SW 1st Street • SW 21st Court and SW 2nd Street • SW 21st Court and SW 3rd Street The following corridors were identified for analysis: • West Flagler Street west of SW 22nd Avenue • West Flagler Street/SW 1st Street east of SW 22nd Avenue • SW 22nd Avenue between West Flagler Street and NW 7th Street • SW 22nd Avenue between West Flagler Street and SW 7th/8tt' Street Lane configurations for each of the examined intersections within the study area are provided in Figure 2. G:1042617000-573 Altos1Report\TJA l.doc Page - 3 September 2005 at e`er 11L. SW 2nd Stree SW 2nd Terrace SW 3rd Street (South) • W Flagler Street SW 1st Street STOP f: `► Driveway Driveway SITE SW 2nd Street SW 3rd Street (North) FIGURE 2 can INTERSECTION LANE CONFIGURATIONS LEGEND LANE CONFIGURATION • • ©_W ifimley-Hom and Associates, inc. Traffic Impact Analysis — 573 Altos Plaza P.M. peak period (4:00 PM to 6:00 P.M.) turning movement counts were collected in the study area on July 19, 2005 (Tuesday). The study area peak hour was determined to be from 5:00 P.M. to 6:00 P.M. All traffic count data is included in Appendix B. The 1-DOT seasonal adjustment factor was applied to the traffic counts to adjust the traffic to peak season volumes. The appropriate peak season conversion factor for when the traffic counts were collected is 1.06. The conversion factor table is provided in Appendix B. Figure 3 presents the 2005 peak season transportation corridor volumes (person -trips including transit riders) and peak season turning movement volumes at the study intersections. G:1042617000-573 Altos\Report\TJAl.tloc Page - 5 September 2005 r--�-1,730 1,849—♦ n J,) W Flagler Street 4--3,185 2,322--�[ SW 21 st Cou SW 2nd 16(a o`��e 35 N co N h'1 n o SW 1st Street 300 1299 —* 21 Street • SW 2nd 2 24� 0) o 00 n &14 5 Terrace SW 3rd Street 14 29� 41 0 k 89 65 an N 3 n 4-1411 M co mt- N O trl LEGEND P.M. PEAK HOUR VOLUMES (VEHICLES) l�jX,XXX P.M. PEAK HOUR VOLUMES (PERSON —TRIPS) ❑ SITE 34 1479 —111. 25� op n 14 N N 4J L. 24-5 116 ---� xx 6 it— 126 SW 2nd Street SW 3rd Street FIGURE 3 2005 P.M. PEAK HOUR —PEAK SEASON TRAFFIC andiarriley-HornAssodates.1 • • • nKimley-Horn and Associates, Inc. Traffic Impact Analysis — 573 Altos Plaza CAPACITY ANALYSIS METHODOLOGY Level of Service Standard Level of service (LOS) is the traffic performance measure generally used in traffic impact analysis. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). The City of Miami has adopted LOS E as its minimum level of service standard. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined applying the methodology outlined in the Miami Comprehensive Neighborhood Plan. This methodology considers the person -trip capacity (including transit) for transportation corridors rather than evaluating only the vehicular roadway capacity. Level of service analyses were performed to assess the capacity of the transportation corridors evaluated in this study based on a comparison between person -trip volume and person -trip capacity within the corridors. The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service within the corridors. Table 1 illustrates the level of service thresholds for each study corridor. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed from the 2002 version of t-`DOT's Quality/Level of Service Handbook. G:1042617000-573 Altos\Report\TIA I .doc Page - 7 September 2005 1:2�© Kirnley-Horn and Associates, Inc. Traffic Impact Analysis 573 Alos Plaza Table 1: Transportation Corridor Level of Service Thresholds NW/SW 22°d Avenue W Flagler St / SW IsStreet East of 22" Avenue W Flagler St West of 22nd Avenue Peak Hour Peak Hour Peak Hour LOS Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Thresholds (1) Thresholds (I) Thresholds (1) A (2) (2) (2)/(2) (2)/(2) (2) (2) B (2) (2) (2)/(2) (2)/(2) (2) (2) C 1,064 0.65 1,224/1,620 0.40/0.41 617.5 0.38 D 1,539 0.94 2,796/3,684 0.90/0.92 1,435 0.88 E 1,634 1 3,096/3,996 1.00/1.00 1,634 1.00 F 1,634 >1 3,096/3,996 >1.00/>1.00 1,634 >1.00 (1) Peak hour directional volumes adjusted for median type, presence of turn lanes, and one-way operation. (2) Cannot be achieved per "Table 4-7" from FDOT's 2002 Quality/Level of Service Handbook. Intersection Level of Service Methodolozy Level of service analyses were performed for study intersections using Trafcware's SYNCHRO 6.0 Software, which applies methodologies outlined in the Highway Capacity Manual, 2000 Edition. Q:1042617000-573 Altos\Report\TIA 1.doe Page - 8 September 2005 • • • i imley-Ham and Associates, Inc. Traffic impact Analysis w 573 Altos Plaza EXISTING CONDITIONS (2005) CAPACITY ANALYSIS Transportation Corridors Vehicular roadway conditions and transit ridership were examined to determine the current level of service for the transportation corridors examined in this study. Table 2 presents the unadjusted 2005 P.M. peak hour directional traffic volumes, seasonal adjustment factors, and the 2005 peak season P.M. peak hour directional traffic volumes for the study corridors. Table 2: 2005 P.M. Peak Hour Roadway Volumes Roadway Segments Direction 2005 P.M. Peak Hour Volumes FDOT Peak on Adjustment Factor 2005 Peak Season P.M. Peak Hour Volume NW 22°dAvenue North of W Flagler Street NB 1,173 1.06 1,243 SB 1,013 1.06 1,074 NW 22nd Avenue South of W Flagler Street NB 897 1.06 951 SB 924 1.06 979 SW 1$t Street East of NW 22 Avenue EB 1,382 1.06 1,465 W Flagler Street East of NW 22 Avenue WB 1,933 1.06 2,049 W Flagler Street West of NW 22"d Avenue EB 1,078 1.06 1,143 WB 988 1.06 1,047 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. The only information readily available was the ridership by route on a typical weekday. Therefore, additional research was conducted to determine the transit ridership and capacities in the study corridors. Two (2) Miami -Dade Metrobus routes presently serve the NW 22" ` Avenue corridor north of the project site during the P.M. peak hour. ■ Route 6 operates with 30 minute headways on both directions. G:l042617000-573 Altos\Report\TIA I.doc Page - 9 September 2005 • • • Kinley-Horn r 1 and Associates, Inc. Traffic Impact Analysis — 573 Altos Plaza Route 22 operates with variable minute headways on the northbound direction and 30 minutes headways on the southbound direction. One (1) Miami -Dade Metrobus route presently serves the SW 22nd Avenue corridor adjacent to the project site during the P.M. peak hour. • Route 22 operates with variable minute headways on the northbound direction and 30 minutes headways on the southbound direction. Four (4) Miami -Dade Metrobus routes presently serve the West Flagleri SW lst Street (East of SW 22t'd Avenue) corridor adjacent to the project site during the P.M. peak hour. • Little Havana Circulator operates with 15 minute headways. ■ West Flagler MAX operates with variable minute headways in the eastbound direction and 15 minutes headways in the westbound direction. ■ Route 11 operates with 9 minute headways in the eastbound direction and 8 minute headways in the westbound direction. ■ Route 6 operates with 30 minute headways Three (3) Miami -Dade Metrobus routes presently serve the West Flagler Street (West of SW 22nd Avenue) corridor west of the project site during the P.M. peak hour. • Route 11 operates with 9 minute headways in the eastbound direction and 8 minutes in the westbound direction. • West Flagler MAX operates with variable headways in the eastbound direction and 15 minutes headways in the westbound direction. It should be noted that West Flagler Street is also currently served by Metrobus Route Airport Owl. However, ridership data was not available for this route. Therefore, Route Airport Owl was not included in the transportation corridor analysis for West Flagler Street. G:1042617000-573 Altos\Reportl'rlAl.doc Page - 10 September 2005 • Kim ey-Hom and Associates, Inc. Traffic Impact Analysis — 573 Alias Plaza MDT staff indicated that the Metrobus routes on the studied corridors use different bus types on the same route with variable capacities. For purposes of this analysis, an average capacity for each route was determined using data obtained from Miami -Dade County. The ridership capacities for the bus routes were calculated for the P.M. peak hour using the appropriate headways and capacities. Metrobus route schedules and headway calculations are included in Appendix C. Tables 3 and 4 summarize the transit capacity provided by the routes. Data were obtained to determine the existing P.M. peak hour ridership for the identified Metrobus Routes. The data reflect typical ridership on the routes using the most recent ridership data available. Tables 3 and 4 present the existing P.M. peak hour ridership on the routes and the ridership data is also included in Appendix C. In order to determine person -trip level of service for the study area's transportation corridors, total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 1. Table 5 presents the existing transportation corridor level of service. As indicated in Table 5, the transportation corridors have excess person -trip capacity during the P.M. peak hour and operate at acceptable levels of service. G11042617000-573 Altos\Report\TIAl.doc Page - 11 September 2005 rl ICmley-Horn ISLA and Associates, Inc. • • Revised Traffic Impact Analysis - 573 Altos Plaza Table 3: 2005 P.M. Peak Hour Miami -Dade Transit Conditions Transit Route Information Direction of Travel P.M. Peak Hour Headways Buses per Hour Average Bus Capacity (riders) P.M. Peak Hour Directional Person -Trip Capacity P.M. Peak Hour Average Directional Route Ridership NW 22°d Avenue North of Flagler Street Route 6 Northbound 30 minutes 2 41 82 6 (3 riders per bus) Southbound 30 minutes 2 41 82 16 (8 riders per bus) Route 22 Northbound Variable 1 55 55 15 (15 riders per bus) Southbound 30 minutes 2 59 118 20 (10 riders per bus) Total Northbound - 3 - 137 21 (7 riders per bus) Southbound - 4 - 200 36 (9 riders per bus) SW 22°d Avenue South of Flagler Street Route 22 Northbound Variable 1 55 55 15 (15 riders per bus) Southbound 30 minutes 2 59 118 20 (10 riders per bus) Total Northbound - 1 - 55 15 (15 riders per bus) Southbound - 2 - 118 20 (10 riders per bus) G:1042617000-573 Aitos\Report\TlAl.doc Page - 12 September 2005 VKimley-Hom and Associates, Inc. • • Revised Traffic impact Analysis -- 57.3 Altos Plaza Table 4: 2005 P.M. Peak Hour Miami -Dade Transit Conditions Transit Route Information Direction of Travel P.M. Peak Hour Headways Buses per Hour Average Bus Capacity (riders) P.M. Peak Hour Directional Person -Trip Capacity P.M. Peak Hour Average Directional Route Ridership Flagler Street & SW rt Street East of 22nd Avenue Little Havana Circulator Eastbound 15 minutes 4 41 164 16 (4 riders per bus) Westbound 15 minutes 4 41 164 36 (9 riders per bus) Flagler MAX Eastbound Variable 3 53 159 60 (20 riders per bus) Westbound 15 minutes 4 53 212 120 (30 riders per bus) Route 11 Eastbound 9 minutes 7 60 420 189 (27 riders per bus) Westbound 7.5 minutes 8 58 464 144 (18 riders per bus) Route 6 Eastbound 30 minutes 2 41 82 6 (3 riders per bus) Westbound 30 minutes 2 41 82 16 (8 riders per bus) Total Eastbound - 16 - 825 271 (17 riders per bus) Westbound - 18 - 922 316 (17.5 riders per bus) Flagler Street West of 22nd Avenue Route 11 Eastbound 9 minutes 7 60 420 189 (27 riders per bus) Westbound 7.5 minutes 8 58 464 144 (18 riders per bus) Flagler MAX Eastbound Variable 3 53 159 60 (20 riders per bus) Westbound 15 minutes 4 53 212 120 (30 riders per bus) Total Eastbound - 10 - 579 249 (25 riders per bus) Westbound - 12 - 676 264 (22 riders per bus) G:1042617000-573 Altos\Report\TIAM.doc Page - 13 September 2005 Kimsey -Horn and Associates, Inc, • • Revised Traffic Impact Analysis - 573 Altos Plaza Table 5: 2005 P.M. Peak Hour Transportation Corridor Segment Conditions NW 22°dAvenue y I _ . North of W Flagler a Street2. Roadways Peak Season P.M. Peak Hour Roadway Volumes P.M. Peak Hour Transit Ridership P.M. Peak Hour Total Volume (V) Directional Peak Hour Vehicular Capacity (2) F.M. Peak Hour Transit Capacity P.M. Peak Hour Total Capacity (C) P.M. Peak Hour Excess Capacity F.M. Peak Hour Level of Service Vehicles Person- Trips tt� Person- Trips Person- Trips Vehicles Person- Trips (1) Person- Trips Person- Trips Person- Trips V/C Ratio LOS NB 1,243 1,740 21 1,761 1,634 2,288 137 2,425 664 0.73 D SB 1,074 1,504 36 1,540 1,634 2,288 200 2,488 948 0.62 C NW 22nd Avenue South of W Flagler Street NB 951 1,331 15 1,346 1,634 2,288 55 2,343 997 0.57 C SB 979 1,371 20 1,391 1,634 2,288 118 2,406 1,015 0.58 C SW e Street/ W Flagler Street Fact of 22ad Ave. EB 1,465 2,051 27.1 2,322 3,996 5,595 825 6,420 4,098 0.36 C WB 2,049 2,869 316 3,185 3,096 4,334 922 5,256 2,071 0.61 D W Flagler Street West of 22'd Avenue EB 1,143 1,600 249 1,849 1,634 2,228 579 2,807 958 0.66 D WS 1,047 1,466 264 1,730 1,634 2,228 676 2,901 1,171 0.60 D (1) 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 DR[. G:1042617000-573 AltoslReport\TIA I .doc Page - 14 September 2005 411 • • Kimley-Hom and Associates, Inc. Traffic Impact Analysis —573 Altos Plaza Intersections P.M. peak hour capacity analyses were also performed for the study intersections. Table 6 presents the results of the analyses. As indicated, the signalized intersections operate at acceptable levels of service. Detailed SYNCHRO 6.0 outputs are included in Appendix D along with existing intersection traffic signal timing plans. Table 6: 2005 P.M. Peak Hour Intersection Conditions Intersection 2005 P.M. Peak Hour Overall Level of Service (Existing Timings) LOS Delay (s) Flagler Street and SW 22"d Avenue C 31.5 SW 1st Street and SW 22nd Avenue D 39.3 SW 2"d Street and SW 22nd Avenue B (1) 11.5 (1) SW 2" Terrace and SW 22"d Avenue C (1) 16.9 (1) SW 3rd Street (N) and SW 22"d Avenue D (1) 279 (1) SW 3r4Street (S) and SW 22r`d Avenue B (1) 14.4 (1) SW 1st Street and SW 21st Court C (1) 20.2 (1) SW 2"d Street and SW 21st Court A (1) 8.7 (1) SW 3`d Street (N) and SW 21" Court A (1) 9.5 (1) (1) Overall intersection LOS not provided for two --way unsignalized intersections. The worst sidestreet movement is indicated. Page - 15 September 2005 G:1042617000-573 Attos\Repmt1TIA1.doc Kim ey-Ham 1 and Associates. Inc. Traffic Impact Analysis —573 Altos Plaza BACKGROUND TRAFFIC Background traffic conditions are defined as the expected traffic conditions on the prevailing roadway network in the Year 2008 (corresponding to the total buildout of 573 Altos Plaza) without the development of the proposed project. The background traffic volumes are the sum of the existing traffic and additional "background" traffic to account for expected traffic growth in the study area. Background Area Growth Future traffic growth on the transportation network was determined based upon historic growth trends at nearby FDOT traffic count stations. The nearest FDOT count stations referenced for this analysis are located along West Flagler Street/SW 1st Street (SR 968): count station number 0097 is located on West Flagler Street west of NW/SW 27t'' Avenue, count station number 5102 is located on West Flagler Street west of SW 17th Avenue, and count station number 5101 is located on SW et Street west of SW 17th Avenue. The growth rate analysis resulted in a growth rate of 0.48 percent (0.48%) for count station number 0097, a growth rate of -1.60 percent (- 1.60%) for count station number 5102, and a growth rate of -2.19 percent (-2.19%) for count station number 5101. Therefore, to be conservative a compound growth rate of 0.5 percent (0.5%) was applied annually to traffic counts to attain future (2008) background conditions. Historical traffic count data and growth trend calculations are included in Appendix E. 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. No projects were identified. It was noted that five (5) Class I1 projects were identified in the study area. However, traffic studies were not performed for these minor developments. G:1042617000-573 Altos\Report\TJA l.doe Page - 16 September 2005 • • Kimley-Horn ( 1 and Associates, Inc. Tragic impact Analysis-573 Altos Pfr s PROJECT TRAFFIC Project traffic is defined as the vehicle trips expected to be generated by the project (573 Altos Plaza), and the distribution and assignment of this traffic over the roadway network. Existing and Proposed Land Uses As previously indicated, the project site is currently occupied by several commercial and residential buildings. The site is currently occupied by 12 apartment units, and 56,065 square feet of retail space. This project proposes to demolish the existing structures and construct 325 residential condominium units, 10,000 square feet of retail space, a 30,000 square foot supermarket, and 40,000 square feet of general office use. The build out and occupancy of the project is expected to occur by 2008. Project Access The site will be accessed via three (3) primary driveways. One (1) driveway will be located east of SW 22°d Avenue; this driveway will be utilized as supermarket garage. Two (2) driveways will be located on SW 21st Court: the northernmost driveway will be utilized as a drop-off area, while the southernmost driveway will be utilized for entry and exit into the parking garage. 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 trip generation for the existing land uses was determined using ITE Land Use 220 (Apartment) and ITE Land Use 814 (Specialty Retail Center). As Table 7 shows, the existing land uses generate approximately 162 net new external trips during the P.M. peak hour. Trips were also calculated for the proposed land uses to determine the project's vehicular trip impact. The trip equations applied to the proposed land uses were for ITE Land Use 232 (High -Rise Condominium/Townhouse), ITE Land Use 850 (Supermarket), ITE Land Use 814 (Specialty G:1042617000-573 Altos\ Report \TIAM.doe Page - 17 September 2005 • • VKin ey41am and Associates, Inc. Traffic Impact Analysis —.573 Altos Plaza Retail Center), and ITE Land Use 710 (General Office Building). Project trips were estimated for the P.M. peak hour. As Table 8 shows, the existing land uses generate approximately 404 net new external trips during the P.M. peak hour. Table 7: Existing Trip Generation Existing Land Use (ITE Code) Scale 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 Apartments (220) 12 d.u. 24 37.5% 15 - 15 73% 27% Specialty Retail Center (814) : 56.065 k.s.f. 156 5.8% 147 34%* 97 41% 40 59% Total 180 162 112 __ 61 * Pass -by rate for ITE Land Use 814 provided in the Trip Genera 'on Handbook was considered excessive. A 34 percent pass -by rate was conservatively assumed for the Specialty Retail Center land use consistent with the pass -by rate for ITE Land Use 820 (Shopping Center) and applied to external trip generation (less internal capture volumes). G:i042617000-573 Altos \Report\TIA l .doc Page - 18 September 2005 • • • Kinsey-i-torn and Associates, Inc. Traffic Impact Analysis -573 Altos Plaza Table 8: Proposed Trip Generation Future Land Use (ITE Code) g, u 7' P.M. Peak Hour Driveway Volumes Gross Total Trips Internal Capture Reduction Net External Trips Pass-I3y Capture Reduction Net New External Trips Entering Exiting % Trips % Trips High -Rise Condominium (232) 325 d.u. 123 36.6% 78 - 78 64% 50 36% 28 Supermarket (850) 30 k.s.f. 360 15.6% 304 36% 194 53% 103 47% 91 Specialty Retail Center (814) 10 k.s.f. 45 33.3% 30 34%* 20 45% 9 55% 11 General Office Building (710) 40 k.s.f. 124 9.7% 112 - 112 13% 15 87% 97 Total 652 524 404 177 227 * Pass -by rate for ITE Land Use 814 provided in the Trip Generaion Handbook was considered excessive. A 34 percen pass -by rate was conservatively assumed for the Specialty Retail Center land use consistent with the pass -by rate for ITE Land Use 820 (Shopping Center) and applied to external trip generation (less internal capture volumes). It should be noted that internal capture was assumed for the both the existing and proposed mixed -used developments. Internal capture calculations were performed in accordance with 1'1,E Trip Generation Handbook. A pass -by capture trip reduction was also applied to the commercial retail land uses in both the existing and proposed trip generation calculations. A 34 percent pass - by reduction was conservatively assumed for these land uses. In order to determine the net increase in P.M. peak hour trip generation at the project site, the existing and proposed trip generation results were compared. As Table 9 shows, the proposed development (573 Altos Plaza) will generate 292 additional net new external trips during the P.M. peak hour. 1`1'E trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local G:1042617000-573 Altos \Report\TIAI.doc Page - 19 September 2005 • ��� Kinky -Flom and Associates, Inc. Traffic Impact Analysis —573 Altos Plaza 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. Table 9: Trip Generation Comparison Development Scenario P.M. Peak Hour Driveway Volumes Entering Trips 1 Exiting Trips Total Trips 1 Existing Land Uses 51 61 112 Proposed Land Uses 177 22'7 404 Net New Trip Increase 126 166 292 ITE/Miami vehicular occupancy adjustment (14% reduction) 108 vph 143 vph 251 vph Person -Trip Conversion (1.4 persons per vehicle) 151 person- trips 200 person- trips 351 person- trips G:i042617000-573 Altos\Report\TIAI.doc Page - 20 September 2005 • ©�© KimieyHom r and Associates, Inc. Tragic Impact Analysis —573 Altos Plaza 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 the 2005 Cost Affordable Plan for the project site's traffic analysis zone (TAZ 759). The cardinal trip distribution for TAZ 759 is provided in Table 10. The detailed cardinal distribution is included in Appendix G. Table 10: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 17.23% East -Northeast 16.56% East -Southeast 7.38% South -Southeast 5.34% South -Southwest 10.08% West -Southwest 14.01% West -Northwest 16.24% North -Northwest 13.16% Total 100% Figure 4 shows the project trip distribution and assignment at the project driveways and adjacent intersections. The net increase (Table 9) in project trips (vehicular and person -trips) were then distributed and assigned to the roadway network. The regional roadway network will experience the traffic impacts from the net increase in trip generation for the site. However, the total trip project trips (Table 8) were distributed and assigned to the driveway volumes. The project driveways will experience the proposed development is total trip generation. As a result the entering and exiting volumes at the driveways do not balance with the project traffic volumes at adjacent roadway network intersections. As part of the directional person -trip distribution, the maximum possible directional project traffic assignment was determined for the entire transportation corridor segment. 6:1042617000-573 A1tos1Report\TLA 1.doc Page - 21 September 2005 f— 30% OUT/60 30% IN/45 ----00 • CO 14) SW 2nd Street • SW 2nd 20%/29 4r--- 20%/28<-21> 8%/9<21> as 34 /49<33>* 6% 9<9>* SUPERMARKET ----8% IN+40% OUT/92T'. 14% OUT+18% IN/55 W Flagler Street SW 1st Street Terrace SW 3rd Street ui SW 3rd Z-- 2%/2 1 pol,/14 SITE SW 21 st Court 0 0 8%/9 12%/13 14%/20<--18> —O. 18%/19<18> RESIDENTIAL DROP— OFFA t 1%/2* GARAGE A 00 rn A 03 177) 45%/64<18>* - 14%/20*---* st O 1\ 00 o to 45%/64<18> --* SW 2nd A 00 Street SW 3rd Street • SW 22nd Avenue LEGEND XX%/XX<XX> NEW DISTRIBUTION/NEW ASSIGNMENT<PASS—BY ASSIGNMENT> 4 CX% tN/XX PERSON TRIP DISTRIBUTION/ASSIGNMENT (MAXIMUM) co torn *Project driveway volumes (Entering and Exiting) reflect total traffic volumes expected at the driveways (Table 8), Alt other volumes shown are based on the net increase (proposed — existing) in traffic volume (Table 9). 39%/43—ik 1%/2 — * Stree FIGURE 4 TRIP DISTRIBUTION AND ASSIGNMENT Ilk...1111IILA and Associates, Int • • lV' Kiley -loam 1 and Associates, Inc. Traffic Impact Analysis —573 Altos Plaza TOTAL (2008 WITH PROJECT) TRAFFIC Total traffic volumes (vehicular and person -trips) considered in the future year (2008) analysis for this project are the sum of 2008 background traffic volumes and the expected project traffic volumes. Figure 5 presents the 2008 total traffic for the study area. Total turning movement volume development worksheets for the study intersections are included in Appendix H. G:1042617000.573 Altos \Fteport\TLA l .doc Page - 23 September 2005 4111----- 1,016 1,922 —► SW 2nd 305 __._ 1338 ---11* 34 - --� .J1 f---245 *-1202 r— 3ss 4-----240 Street 24—`ir o ) � SW 2nd 10 rn 82* 18* W- co r. W Fiagier Street SW lst Stree Terrace SW 3rd Street 110 XX XXXX 7 _J. 20-4r N 4 CD 14 -5 29—Nir err L 92 4--80 1 r` 0 SITE SW 21 st Court N r7 rn co rf 0 z N N i0 5 SW 2nd i.* 82*-9'41 T 20* rto n * o 00� t 4) 9 �-130 67 —✓ 120 ---10. *Project driveway volumes (Entering and Exiting) reflect total traffic volumes expected at the driveways (Table 8). All other volumes shown are based on the net increase (proposed — existing) in traffic vglume (Table 9). LEGEND PM_ PEAK HOUR VOLUMES (VEHICLES) P.M. PEAK HOUR VOLUMES (PERSON —TRIPS) 4 Street SW 3rd Street FIGURE 5 2008 P.M. PEAK HOUR TOTAL TRAFFIC �� and assodeles.Inc. _...1 • • • � _ � K mIeyHom and Assodates, Inc. Traffic Impact Analysis —573 Altos Plaza FUTURE CONDITIONS (2008) CAPACITY ANALYSIS Two separate future conditions peak hour capacity analyses were performed. A transportation corridor capacity analysis was perfolined examining person -trip volumes and capacity. Intersection capacity analysis was performed at the study intersections. The future conditions analysis were based on the 2008 total traffic, which included the 2008 background traffic and the new trips expected to be generated by the project. Table 11 presents the results of the transportation corridor capacity analysis for the 2008 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 D or better). Table 12 presents the results of the intersection capacity analysis for 2009 P.M. peak hour with project conditions. Two stop controlled approaches at the unsignalized intersection operate at LOS E: SW 22nd Avenue and SW 3rd Street and the intersection of SW 21st Court and SW 15t Street. This result is common where a stop -controlled sidestreet intersects with a high -volume major street. All other intersections operate at LOS D or better. Detailed SYNCHRO 6.0 outputs are included in Appendix I. G:1042617000.573 A1tos\Report\T1Al.doc Page - 25 September 2005 • • • i0mIay-Hom and Associates, Inc. Revised Traffic Impact Analysis -573 Altos Plaza Table 11: Future (2008) P.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadway 2005 P.M. Peak Hour Backgrou€nd Volume Committed Peak Hour Volume (2) 2008 P.M. Peak Hour Volume f31 Project P.M. Peak Hour Distribution (Maximum) Project P.M. Peak Hour Assignment 2008 P.M. Peak Hour Total Volume (V) (4) 2008 P.M. Peak Hour Total Capacity (C) (5) 2008 P.M. Peak Hour Excess Capacity 2008 P.M. Peak Hour Total Level Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips Person- Trips VIC Ratio COS NW 22ndAvenue North of W Flagler Street NB 1,787 - 1,787 20% OUT 40 1,827 2,425 598 0.75 D SB 1,563 - 1,563 38% IN 57 1,620 2,488 868 0.65 C NW 22d Avenue South of W Hagler Street NB 1,366 - 1,366 34% OUT 68 1,434 2,343 909 0.61 C SB 1,412 - 1,412 50% IN 76 1,488 2,406 918 0.62 C SW 1st StreetlW Flagler Street East of NW 22"d Avenue EB 2,357 - 2,357 •UT 6,420 4,008 0.38 C WB 3,233 - 3,233 1 • 81 5,256 1,931 0.63 D West Flagler Street West of NW 22"d Avenue EB 1,877 - 1,877 30% IN 45 1,922 2,807 885 0.68 D WB 1,756 1,756 t 1 1,816 2,901 1,085 0.63 D (1) An annual growth rate (0.5 percent) was applied to the 2005 P.M. peak hour total volume to determine the 2008 background volume. (2) Total traffic generated along the corridors by committed developments (no committed developments are within the study area). (3) The summation of 2008 peak hour background volumes and committed trips. (4) 2008 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 5. G:1042617000-573 Altos\Report\TIAI.doc Page - 26 September 2005 • • • ❑ — Klmiey-Horn and Associates, Inc. Traffic Impact Analysis --573 Altos Plaza Table 12: Future (2008) P.M. Peak Hour Intersection Conditions Intersection 2008 P.M. Peak Hour Overall Level of Service (Existing Timings) LOS Delay (s) Hagler Street and SW 22°d Avenue D 37.8 SW 1st Street and SW 22"d Avenue D 41.1 SW 2"d Street and SW 22" Avenue B (1) 11.9 (1) SW 2"d Terrace and SW 22'd Avenue C (1) 19.9 (1) SW 3r1Street (N) and SW 22"d Avenue E (1) 37.9 (1) SW 3rd Street (S) and SW 22"d Avenue B (1) 14.8 (1) SW 1'` Street and SW 215t Court E (1) 46.3 (1) SW 2"d Street and SW 215` Court A (1) 9.4 (1) SW 3rd Street (N) and SW 21st Court B (1) 10.1 (1) (I) Overall intersection LOS not provided sidestreet movement is indicated. o-way unsignalized intersections. The worst G:1042617000-573 Altos\Report\TIA l .doc Page - 27 September 2005 • • • � - m Kimley-Ho and Associates, Inc. Traffic impact Analysis —573 Alfas Plaza PROJECT DRIVEWAY ANALYSIS Driveway Analysis As previously indicated, three (3) driveways are proposed to provide access to the project site. Access restrictions are not planned at the driveway connections for the commercial parking garage along SW 22nd Avenue and the residential drop-off/valet area along SW 21st Court. Please note that all guests of the residential condominium will be required to valet park. The proposed driveway connection for the parking garage along SW 21st Court will not have access restrictions on the lower levels. The rest of the levels will have gated entry for residential usage. As a result, a parking queue will occur into the garage. Therefore, a queuing analysis will not be necessary. Loading Area Review According to the most recent site plan, two (2) large loading berths and two (2) medium loading berths are provided internally via an access drive between SW 22nd Avenue and SW 21st Court. An additional loading area for trash trucks is provided near the drop-off area. G:1042617000-573 Altos\Report\TIAI.doc Page - 28 September 2005 • • • ©1•r1 K eyHorn 1•1 and Associates, Inc, Traffic Impact Analysis —573 Altos Plaza FUTURE TRANSPORTATION IMPROVEMENTS As part of this traffic impact analysis, future transportation improvements (programmed and planned) were identified within the corridors adjacent to the project site. Project documentation is included in Appendix K. The following projects were identified: West Flagler Street Bridge Rehabilitation — According to Miami -Dade County MPO's InteracTlP, a bridge reconstruction project is programmed for construction. The bridge is not located within the site's boundaries. • Flagler Max Service — According to Miami -Dade County MPO's InteracTlP, funding is provided for the continuation of the Flagler Max Metrobus Route. • Flagler Street/SW 1st Street PD&E Study — According to FL)OT's Work Program, a PD&E Study is planned for fiscal year 2006. Miami -Dade County and _'MOT were contacted concerning the status of this project. Correspondence is included in Appendix K. G:1042617000-573 AltoslReport\T!A].doc Page - 29 September 2005 ©� Kinney -Nam and Associates, Inc. Traffic Impact Analysis —573 Altos Plaza CONCLUSIONS This traffic impact study assessed the impacts of the 573 Altos Plaza project on the surrounding transportation network. The analysis was conducted in accordance with the City of Miami requirements and included data collection; project trip generation, distribution, and assignment; transportation corridor segment capacity analysis and intersection capacity analysis. This report is being submitted as part of a MUSP application. Transportation corridor capacity analyses and intersection capacity analyses were performed for the existing 2005 peak season conditions. Results of the analyses demonstrate that the transportation corridors and intersections in the vicinity of the project site currently have sufficient capacity and operate at acceptable levels of service. Trip generation calculations indicate that the project is expected to generate 251 new vehicular trips and 351 person -trips during the P.M. peak hour. These trips were assigned to the roadway network based on a cardinal trip distribution obtained from the 2005 Cost Feasible Plan. Capacity analyses were also performed for the future (Year 2008) with project conditions. Results of these analyses demonstrate that the transportation corridors and major intersections will continue to have sufficient capacity and operate at acceptable levels of service. . Two stop controlled approaches at the unsignalized intersection operate at LOS E: SW 22nd Avenue and SW 3rd Street and the intersection of SW 21st Court and SW 1st Street. This result is common where a stop -controlled sidestreet intersects with a high -volume major street. 0:1042617000-573 Altos \Report\T!A l.doc Page - 30 September 2005 • APPENDIX A: Methodology Correspondence • • PIP— Min Kimsey -Horn and Associates, Inc. Memorandum To: Mr. Quazi Masood, E.I. URS Southern Corporation From: John McWilliams, P.E.pie_ Cc: Ms. Miranda Blogg, PhD., P.E. KittIeson and Associates, Inc. Date: July 15, 2005 Subject: Altos Plaza — SE Corner of SW 22nd Avenue at SW 1" Street MUSP Traffic Impact Analysis Methodology The purpose of this memorandum is to summarize the MUSP traffic impact analysis methodology as agreed to during the July 15th methodology meeting. The proposed development is bounded by SW 21' Court to the east, SW 22'4 Avenue to the west, SW 1" Street to the north, and SW 3'4 Street to the south. The proposed development plan includes 315 condominium units, a 30,000 s.f. supermarket, 10,000 s.f. of additional retail, and 40,000 s.f. of office space. The following items were discussed: Trip Generation Trip generation calculations for the proposed development will be performed using ITE Trip Generation, 7th Edition and the ITE Trip Generation Handbook. Trip Distribution Trip distribution will be determined using the cardinal distribution from the appropriate Traffic Analysis Zone (TAZ) in the 2005 Cost Affordable Plan. Committed Development The City of Miami will be contacted to obtain the most recent edition of the Large Scale Development Report. Projects currently under construction or approved will be included. Projects in the application stage who have submitted a traffic study will also be included. ■ TEL •954 739 2233 FAX 954 739 2247 Su+te 157 5100 N.W. 33rd Avenue FL Lauderdale, Florida 33303 • • • Kimsey -Horn and Associates, inc. Mr. Quazi Masood, E.I., July 15,2005, Pg.2 Study Area The study area for this project was generally defined as NW 7th Street (north), SW 76/8th Street (south), SW 27th Avenue (west), and SW 17th Avenue (east)_ Within the study area, eight (8) intersections were identified for analysis: • SW 22" d Avenue and West Flagler Street • SW 22" Avenue and SW 1' Street • SW 221'd Avenue and SW 2'd Street • SW 22'd Avenue and SW 2nd Terrace • SW 22nd Avenue and SW aid Street • SW 21' Court and SW 1" Street • SW 21" Court and SW VIStreet • SW 21' Court and SW 3rd Street The following corridors were identified for analysis: • West Flagler Street west of SW 22nd Avenue • West Flagler Street/SW 1" Street east of SW 22nd Avenue • SW 22nd Avenue between West Flagler Street and NW 7th Street • SW 22nd Avenue between West Flagler Street and SW 7t/8t Street Data Collection PM peak hour turning movement counts (4 p.rn. to 6 p.m.) will be conducted at the identified study intersections. 24-hour machine counts will be conducted on the identified corridors during a typical weekday. All traffic counts will be adjusted to reflect peak season conditions using the appropriate FDOT adjustment factors. Capacity Analysis Capacity analyses will be conducted for the PM peak hour for the identified intersections and corridors. Intersection analyses will be performed using the Highway Capacity Manual (HCM) methodology. Corridor analyses will be conducted using information from the Miami DRI-II (i.e. person -trip capacity) and the FDOT Quality/LOS Handbook. Capacity analyses will be conducted for three (3) scenarios: existing, build -out without project, and build -out with project. The capacity analysis will examine Flagler Street and SW lsi Street under two (2) different scenarios: (A) two one-way pairs and (B) two two-way streets. It is our understanding that an upcoming PD&E study for this section of Flagler Street / SW 1" Street will consider this proposed modification. In addition, project driveways will be addressed in this analysis with respect to access (controlled/uncontrolled) and queuing. Site parking information will also be provided in the report. Loading area maneuverability will also be addressed. • • • Kimsey -Horn and Associates, Inc. Mr. Quazi Masood, El, July I5, 2005, Pg.3 Documentation The results of the analysis will be summarized in a report The report shall include 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 include a summary of FDOT five (5) year work program projects and long range transportation plan projects in the vicinity of the project site. The report may also provide transportation control measures plan including provisions for alternative modal facilities. GA\573 Altos Plaz \Correspondence107 15 05 URS Memo doc • • Altos Plaza Location Map Copyright ©1988-2003 Microsoft Corp. and/or its suppliers. All rights reserved. http:llwww.microsoft.com/stroats rIti Copyright 2002 by Geographic Data Technology, Inc. All rights reserved, >e 2002 Navigation Technologies. Ali rights reserved. This data includes Irttormafion taken with permission from Canadian authorities fig 1991-2002 Government of Canada I8taltstics Canada and/or Geomatics Canada), ail rights reserved, 0 yds 200 400 600 800 • • • McWilliams, John From: Medina, Lilia I jlimedina@ci.miami_fl_us] Sent: Tuesday, August 02, 2005 12:24 PM To: McWilliams, John; quazi_masood@urscorp.com Subject: RE: Flagler/SW 1st St One-way to two-way conversion 1 spoke to Michael Cofucci, FOOT District 6, Project Manager for the PD&E 22 Ave/SW 1st. The study's NTP will probably be issued in December. He does not expect traffic patterns to change from the results of the PD&E. Therefore, the methodology should not include any analysis of street conversions. However, f would strongly advise that Colucci be kept informed as the Altos Plaza project progresses into a MUSP application. He can be reached at 305.470.5100. Litia 1. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2nd Avenue, 10th Floor, Miami, FL. 33130 Tel.: 305.416.1080 Fax: 305.416.1019 limedina ci.miami.fl.us From: John.McWilliams@kimley-horn.com [mailto:John.McWilliams@kimley-horn.com] Sent: Monday, August 01, 2005 5:04 PM To: Medina, Lilia 1 Subject: Flagler/SW 1st St One-way to two-way conversion Ms. Medina: Per our conversation, I am currently preparing a MUSP traffic study for the proposed Altos Plaza project. The project is located on the east side of SW 22nd Avenue between SW 1st Street and SW 3rd Street. A methodology meeting was held with URS on 6/15/05. Attached is a memo summarizing the methodology. Per the direction of URS, I am trying to obtain information on the possible conversion of Flagler/SW 1st Street from two one-way pairs to two-way streets. As a result, I am in need of (1) the status of this any studies examine this and (2) the proposed alternatives. As I indicated, I am attempting to submit the traffic study for LSD as soon as possible. This information is the only outstanding issue with regards to submitting the traffic study for City review. Thank you in advance for your assistance on this project. Best Regards John J. McWiillliams, P.E. (FL) Kimley-Horn and Associates, Inc. Suite 157 5100 NW 33rd Avenue Fort Lauderdale, Florida 33309 Ph: 954-739-2233 Fax: 954-739-2247 John.McWilliams@kimley-horn.com 8/2/2005 • This e-mail from Kimley-Horn and Associates, Inc. and any files transmitted with it may contain confidential information. It is intended solely for the individual named above. If you are not the intended recipient, please notify the sender and delete it immediately. Any other use or distribution is prohibited. 8/2/2005 • • • APPENDIX B: Traffic Count Data • • Intersection Turning Movement Counts • Print Date: Jul/27/2005 Florida Department of Transportation Transportation Statistics Office 2004 Peak Season Factor Category Report MIAMI-DADE SOUTH MOCF = 0.94 Category: 8701 • Week Dates SF 1 01/01/2004 - 01/03/2004 0.92 2 01 /04/2004 - 01 / 10/2004 1.01 3 01/11/2004 - 01/17/2004 1.11 4 01/18/2004 - 01/24/2004 1.10 5 01/25/2004 - 01/31/2004 1.09 6 02/01/2004 - 02/07/2004 1.08 7 02/08/2004 - 02/14/2004 1.08 8 02/15/2004 - 02/21/2004 1.07 9 02/22/2004 - 02/28/2004 1.06 10 02/29/2004 - 03/06/2004 1.05 11 03/07/2004 - 03/13/2004 1.05 12 03/14/2004 - 03/20/2004 1.04 13 03/21/2004 - 03/27/2004 1.04 14 03/28/2004 - 04/03/2004 1.04 15 04/04/2004 - 04/10/2004 1.04 16 04/ 11 /2004 - 04/ 17/2004 1.04 17 04/18/2004 - 04/24/2004 1.04 18 04/25/2004 - 05/01/2004 1.04 19 05/02/2004 - 05/08/2004 1.04 20 05/09/2004 - 05/15/2004 1.04 21 05/16/2004 - 05/22/2004 1.03 22 05/23/2004 - 05/29/2004 1.03 23 05/30/2004 - 06/05/2004 1.02 24 06/06/2004 - 06/12/2004 1.02 25 06/13/2004 - 06/19/2004 1.01 26 06/20/2004 - 06/26/2004 1.01 27 06/27/2004 - 07/03/2004 1.01 28 07/04/2004 - 07/10/2004 1.01 29 07/11/2004 - 07/17/2004 1.01 30 07/18/2004 - 07/24/2004 ... ..... ....._--1.00 31 07/25/2004 - 07/31/2004 0.99 32 08/01/2004 - 08/07/2004 0.99 33 08/08/2004 - 08/14/2004 0.98 34 08/15/2004 - 08/21/2004 0,98 35 08/22/2004 - 08/28/2004 1.00 36 08/29/2004 - 09/04/2004 1.02 37 09/05/2004 - 09/11/2004 1.04 38 09/12/2004 - 09/18/2004 1.06 39 09/19/2004 - 09/25/2004 1.03 * 40 09/26/2004 - 10/02/2004 0.99 * 41 10/03/2004 - 10/09/2004 0.96 * 42 10/10/2004 - 10/16/2004 0.93 * 43 10/17/2004 - 10/23/2004 0.93 * 44 10/24/2004 - 10/30/2004 0.93 * 45 10/31/2004 - 11/06/2004 0.93 * 46 11/07/2004 - 11/13/2004 0.93 * 47 11/14/2004 - 11/20/2004 0.93 * 48 11/21/2004 - 11/27/2004 0.93 * 49 11/28/2004 - 12/04/2004 0.92 * 50 12/05/2004 -12/11/2004 0.92 * 51 12/12/2004 - 12/18/2004 0.92 * 52 12/19/2004 - 12/25/2004 1.01 53 12/26/2004 - 12/31/2004 1.11 PSCF 0.98 1.07 1.18 1.17 1.I6 1.15 1.15 1.14 1.13 1.12 1.12 1.11 1.11 1.11 1.l I 1.11 1.11 1.11 1.11 1.11 1.10 1.10 1.09 1.09 1.07 1.07 1.07 1.07 1.07 1.05 1.05 1.04 1.04 1.06 1.09 1.11 1.13 1.10 1.05 1.02 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.98 0.98 0.98 1.07 1.18 Note: "*" indicates peak season week Page 2 • • PEAK HOUR DETERMINATION STUDY AREA INTERSECTION TOTALS PM Peak Hour Description 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45 SW 21 st Court & Sw 1st Street 371 310 375 398 362 416 368 376 SW 21st Court & SW 2nd Street 10 15 17 22 16 15 19 23 SW 21st Court & Sw 3rd Street 66 76 78 55 63 77 66 81 SW 22nd Avenue & SW 1st Street 828 818 801 829 923 941 896 873 SW 22nd Avenue & SW 2nd Street 447 462 426 436 513 507 503 464 SW 22nd Avenue & SW 3rd Street 469 537 461 483 523 533 520 528 SW 22nd Avenue & SW 2nd Terrace 439 478 415 435 490 469 481 469 SW 22nd Avenue & W Flagler StreelBeacon Boulevard 937 856 906 892 1018 1085 1081 1018 Totals 3567 3552 3479 3550 3908 4043 3934 3832 14148 14489 14980 15435 15717 g:1042617000.573 afros u1c4trnrxisjpeak hour 7/28/2005 18:00 NMI � Kimley-Horn and Associates, Inc. Copyright r02004, Kirnley.Horri and Assonates, Fnc. Peak ]lour 5PM-6PM i4 FLAGLER STREET & SW 22ND AVENUE NIANI, FLORIDA 11111 COUNTED BY: I. GONZALEZ & M. MALONE SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 (561► 272-3255 Pax (5611 272-4381 ALL VEHICLES Study Name: FLAG22AV Site Code : 00050199 Start Date: 07/20/05 Page : 1 Start Time SW 22ND AVENUE From North UTurn Thru Thru Right Beacn Figlr W FLAGLER STREET From East Thru Left Beau Thry Right SW 22ND AVENUE From South Left Left Beacn Flaglr UTurn Thru BEACO From Right W FLAGLBR ST From West Left Thru Intvl. Total 07/20/05 16:00 0 198 26 31 60 84 239 48 2 24 3 212 10 0 0 937 16:15 2 168 27 27 50 55 250 38 1 36 1 193 8 0 0 856 16:30 0 203 35 30 41 74 218 37 3 24 0 238 3 0 0 906 16:45 1 166 30 29 44 85 258 37 2 24 i 210 4, 0 0 892 Hour 3 735 118 117 195 298 965 160 8 108 6 853 25 0 0 3591 17:00 0 184 43 41 51 87 270 49 0 36 0 251 6 0 0 ': 1018 17:15 0 211 27 39 52 95 299 45 1 34 1 272 9 0 0 1085 17:30 0 233 35 29 44 104 285 50 2 25 0 266 8 0 0 `. 1081 17:45 0 211 34 33 48 85 256 57 0 33 1 250 10 0 0 1 01t Hour 0 839 139 142 195 371 1110 201 3 128 2 1039 33 0 0 4202 Total 3 1574 257 259 390 669 2075 361 11 236 8 1892 58 0 0 7793 1 Apr. 0.1 75.2 12.2 12.3 11.1 19.1 59.3 10.3 0.5 10.9 0.3 88.1 100.0 - - - % Int. - 20.1 3.2 3.3 5.0 8.5 26.6 4.6 0.1 3.0 0.1 24.2 0.7 - - - • • Time Vol. Pct. Total High Vol. Total PEP • • N FLAGLBR STREET & SW 22ND AVENUE MIAMI, FLORIDA 0 COUNTED BY: I. GONZALEZ & N. MALONE SIGNALIZED SW 22ND AVENUE From North Start Thru Time UTurn Thru Beacn Peak Sour Analysis By Entire 17:00 0 839 0.0 74.9 1120 17:30 0 233 35 297 0.943 139 142 12.4 12.6 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 (561) 272-3255 Fax (5611 272-4381 ALL VEHICLES K FLAGLER STRUT From East Right Thru F1g1r Left Beacn Thru Right Intersection for the Period: 16:00 on 07/20/05 to 17:00 195 371 1110 201 10.3 19.7 59.1 10.7 1877 17:15 29 52 95 299 45 491 0.956 SW 22ND AVENUE BEACO From South From Left Left Beacn Flaglr UTurn Thru Right 17:45 on 07/20/05 17:00 17:00 3 128 2 1039 33 0.2 10.9 0.1 88.6 100.0 1172 33 17:15 17:45 1 34 1 272 10 308 10 0.951 0.825 W FLACLER STREET 1382 1382 546 513 33 �Vr BEACON BOI law SW 22HD AVENUE 142 139 8391248 2364 :45p, 4282 2239 �. 1 T 1867 138 SW 216 AUrout9 1877 281 f — 1118 371 +— 195 W FLAMER STREET Study Name: FLAG22AV Site Code : 00050199 Start Date: 07/20/05 Page : 2 W FLAGLER ST From West Left Thru 17:00 0 0 0.0 0.0 0 17:45 0 0 0 0.000 Intvl. Total SW 1ST STREET i SW 22ND AVENUE MIAMI, FLORIDA IIIHUNTED BY: ISIDRO GONZALEZ GNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (5611 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00050199 Start Date: 07/19/05 File I.D. : IST_22AV Page : 1 SW 22ND AVENUE From Worth Right Thru UTurn Date 07/19/05 16:00 0 197 16:15 0 211 16:30 0 174 16:45 0 205 Er Total 0 787 17:00 0 232 17:15 0 189 17:30 0 216 17:45 0 209 Hr Total 0 846 1 6 2 3 12 3 5 4 3 15 Left SW 1ST STREET From East Right Thru UTurn Left SW 22ND AVENUE From South Right Thru UTurn Left SW 1ST STREET From West Right Thru UTurn Left Total 45 47 38 59 189 53 59 63 65 240 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 28 24 27 111 37 28 30 30 125 200 188 224 111. 793 221 226 236 196 879 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 10 4 3 26 3 2 5 10 20 263 255 273 291 1082 297 352 290 286 1225 0 0 0 0 0 0 0 0 0 81 73 62 60 276 77 80 52 74 283 828 818 801 829 3276 923 941 856 ,873 .% 3633 *TOTAL* 0 1633 27 429 1 0 0 0 0 ( 236 1672 0 0 46 2307 0 559 6909 • SW 1ST STREET & SW 22ND AVENUE MIAMI, FLORIDA BUNTED BY: ISIDRO GONZALEZ GNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00050199 Start Date: 07/19/05 File I.D. : IST_22AV Page : 2 SW 22ND AVENUE From North Right Thru UTurn Left Date 07/19/05 SN 1ST STREET From East Right Thru UTurn Left SW 22ND AVENUE From South Right Thru UTurn Left SW 1ST STREET From West Right Thru UTurn Left Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 07/19/05 Peak start 17:00 17:00 17:00 17:00 Volume 0 846 15 240 0 0 0 0 125 879 0 0 20 1225 0 283 Percent 0t 77% It 221 0t 0t 01 0% 12% 881 0t 0% 11 80% 01 19% Pk total 1101 0 1004 1528 Highest 17:00 16:00 17:30 17:15 Volume 0 232 3 53 0 0 0 0 30 236 0 0 2 352 0 80 Hi total 288 0 266 434 PHF .96 .0 .94 .88 0 41111mmommommminimm:b SW 1ST STREET 0 0 0 0 283 283 • 1,225 0 SW 22ND AVENUE 846 0 846 E 1,101 1,225 1,528 20 20 0 • 0 255 255 2,263 283 879 0 1,162 ALL VEHICLES 1,528 1,60 Intersection Total 3,633 0 846 20 866 1,870 • 0 0 SW 22ND AVENUE 1,004 • 879 879 0 0 0 0 0 0 0 0 1,605 255 1, 225 125 SW 1ST STREET 125 • 0 125 0 SW 1ST STREET & SW 22ND AVENUE XIAXI, FLORIDA UNITED BY: ISIDRO GONZALEZ GNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BRACE, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00050199 Start Date: 07/19/05 File I.D. : 1ST_22AV Page : 1 SW 22ND AVENUE From North Peds Right Thru Left Date 07/19/05 16:00 2 0 0 0 16:15 2 0 0 0 16:30 5 0 0 0 16:45 1 0 0 0 Er Total 10 0 0 0 17:00 3 0 0 0 17:15 1 0 0 0 17:30 3 0 0 0 17:45 2 0 0 0 Er Total 9 0 0 0 SW 1ST STREET From East Peds Right Thru Left SW 22ND AVENUE From South SW 1ST STREET From West Peds Right Thru Left Peds Right Thru Left Total 4 0 0 0 2 0 0 0 3 0 0 0 2 0 0 0 3 0 0 0 0 0 0 0 4 0 0 0 5 0 0 0 14 0 0 0 10 0 0 0 4 0 0 0 5 0 0 0 5 0 0 0 2 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 6 0 0 _O 9 0 0 0 18 0 0 0 0 0 0 0 8 0 0 0 0 7 0 0 0 0 8 0 0 0 0 11 0 0 0 0 34 0 0 0 0 12 0 0 0 0 8 0 0 0 0 a 0 0 0 0 8 0 0 0 0 36 *TOTAL* 19 0 0 0 I 23 0 0 0 • • 28 0 0 01 0 0 0 0 70 SW 2ND STREET & SW 22ND AVENUE MIAMI, FLORIDA COUNTED BY: JOUBATEAN AUDIFFRED OOT SIGNALISED, EB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACE, FLORIDA 33444 (5611 272-3255 FAX (561) 272-4381 ALL VESICLES Site Cade : 00050199 Start Date: 07/19/05 File I.D. : 2ST_22AV Page : 1 SW 22ND AVENUE From North Right Thru UTurn Date 07/19/05 16:00 2 203 16:15 0 228 16:30 5 171 16:45 1 216 Hr Total 8 818 17:00 4 234 17:15 3 196 17:30 6 211 17:45 6 210 Er Total 19 851 1 2 0 0 3 0 0 0 0 0 Left DRIVEWAY From East Right Thru UTurn Left SW 22ND AVENUE From South Right Thru UTurn Left SW 2HD STREET From West Right Thru UTurn Left Total 0 0 1 0 1 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 224 219 235 211 889 0 261 1 280 0 265 0 239 1 1045 2 2 1 1 6 8 9 4 2 23 2 8 1 15 0 16 0 4 3 43 6 1 2 0 6 0 1 0 15 1 4 0 10 0 5 0 4 0 23 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4 0 1 0 1 441. 462 , 426 436 1771 513 507 503 464 1987 *TOTAL* 27 1669 3 1 • • 2 0 0 0 1934 9 66 1 38 011, 1 0 6 ( 3758 SW 2ND STREET & Ski 22ND AVENUE MIAMI, FLORIDA COUNTED BY: 3OHNATHAN AUDIFFRED 111111T SIGNALIZED, BB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00050199 Start Date: 07/19/05 File I.D. : 2ST_22AV Page : 2 SW 22ND AVENUE From North Right Thru UTurn Left Date 07/19/05 DRIVEWAY From East Right Thru UTurn Left SW 22ND AVENUE From South Right Thru UTurn Left SW 21D STREET From West Right Thru UTurn Left Total Peak Hour Analysis By Entire Intersection for Peak start 17:00 17:00 Volume 19 851 0 0 0 Percent 21 981 01 O1 01 Pk total 870 0 Highest 17:00 16:00 Volume 4 234 0 0 0 Hi total 238 0 PBF .91 .0 • 0 0 SW 2ND STREET 46 0 19 65 2 0 19 0 0 25 23 0 • 23 0 870 the Period: 16:00 to 18:00 on 07/19/05 17:00 0 0 0 1 1045 01 0% 01 0t 961 1092 17:15 0 0 0 1 280 297 .92 SW 22ND AVENUE 851 0 17:00 3 43 23 0 0 2 01 4% 92t 0# 0% 8% 25 17:15 1 15 10 0 0 1 11 .57 2 1,045 0 851 0 1,047 1,917 • ALL VEHICLES Intersection Total 1,987 0 851 23 874 1,966 r---- 1,092 46 . 1,045 46 SW 22ND AVENUE 1,045 t 1 1 0 0 0 0 0 0 0 0 DRIVEWAY 0 0 0 0 1 SW 2ND STREET 6 SW 22ND AVENUE MIAMI, FLORIDA UNTED BY: JOHNATRAN AUDIPFRED T SIGNALIZED, EB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00050199 Start Date: 07/19/O5 File I.D. : 2ST_22AV Page : 1 SW 22ND AVENUE From North Peds Right Thru Date 07/19/05 16:00 16:15 16:30 16:45 Er Total 17:00 17:15 17:30 17:45 Er Total 0 0 0 5 5 0 0 3 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Left DRIVEWAY From Bast Peds Right Thru Left SW 22ND AVENUE From South Peds Right Thru Lef t SW 2HD STREET From West Peds Right Thru Left Total 0 a 0 0 0 0 0 0 0 2 5 3 2 12 2 8 1 1 12 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 1 0 1 0 5 0 7 0 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 a 0 1 0 0 0 a 0 2 0 0 0 1 0 0 0 3 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7 4 12 25 7 9 5 2 23 *TOTAL* 9 0 0 0 1 24 • • 0 0 0 11 0 0 0 4 0 0 01 48 SW 2ND TERRACE & SW 22ND AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO Or SIGNALIZED, EB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00050199 Start Date: 07/19/05 File I.D. : 2TER22AV Page : 1 SW 22ND AVENUE From North Right Thru UTurn Date 07/19/05 16:00 1 202 16:15 2 231 16:30 5 165 16:45 1 214 Er Total 9 812 17:00 4 216 17:15 3 201 17:30 0 211 17:45 2 211 Er Total 9 839 1 1 0 0 2 1 1 0 0 2 Left GUNS & AMMO DRIVEWAY From East Right Thru UTurn Left SW 22ND AVENUE From South Right Thru UTurn Left SW 2ND From West 71."4/44 Right Thru UTurn Left Total 1 1 0 1 3 2 0 1 2 5 1 1 4 0 3 0 2 1 10 2 6 1 3 13 0 0 0 0 0 0 2 0 0 0 4 0 1 0 7 0 0 0 0 0 1 2 0 5 3 0 2 8 2 1 2 9 220 229 230 206 885 251 251 256 230 988 0 0 0 0 2 1 1 1 5 0 1 0 3 0 5 0 4 0 13 4 0 0 1 6 1 0 2 4 0 0 0 3 0 0 3 17 1 0 6 3 4 2 10 19 0 0 0 0 0 0 0 0 3 2 1 1 7 439', 478 415 435 1767 490 469 / 481 Obi/ 1909 *TOTAL* 18 1651 4 8 1 23 • • 0 12 1 17 1873 0 18 1 36 1 0 13 1 3676 SW 2ND TERRACE 5 SW 22ND AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO 1111110T SIGNALIZED, EB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00050199 Start Date: 07/19/05 File I.D. : 2TER22AV Page : 1 SW 22ND AVENUE From North Peds Right Thru Date 07/19/05 16:00 16:15 16:30 16:45 Hr Total 17:00 17:15 17:30 17:45 Er Total 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 2 0 1 1 4 0 0 0 0 0 0 0 0 0 0 Left GUNS & AMMO DRIVEWAY From East Peds Right Thru Left SW 22ND AVENUE From South Peds Right Thru Left SW 2ND STREET From West Peds Right Thru Left Total 0 0 0 0 0 0 0 0 0 1 4 2 3 10 0 0 0 0 0 0 0 0 0 2 0 1 0 5 0 1 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 2 6 1 2 1 2 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 5 8 20 5 3 7 5 20 'TOTAL* 7 0 0 • • 19 0 0 0 1 2 0 0 01 12 0 0 0 1 40 SW 2ND TERRACE & SW 22ND AVENUE CAM, FLORIDA COUNTED BY: LUIS PALOMINO T SIGNALIZED, BB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BRACE, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00050199 Start Date: 07/19/05 File I.D. 2TER22AV Page : 2 SW 22ND AVENUE From North Right Thru UTurn Date 07/19/05 Left GUNS & AMMO DRIVEWAY From East Right Thru UTurn Left SW 22ND AVENUE From South Right Thru UTurn Left SW 2ND STREET From West Right Thru UTurn Left Total Peak Hour Analysis By Entire Intersection for Peak start 17:00 17:00 Volume 9 839 2 5 13 0 Percent 11 981 0t 1t 721 01 Pk total 855 18 Highest 17:00 17:00 Volume 4 216 1 2 6 0 Hi total 223 7 PHF .96 .64 0 Q • SW 2ND STREET 13 0 9 22 7 7 0 9 9 the Period: 16:00 to 18:00 on 07/19/05 17:00 0 5 9 988 01 281 11 981 1010 17:30 0 1 2 256 263 .96 SW 22ND AVENUE 839 839 855 8 0 26 19 0 • 19 0 7 7 1,863 17:00 0 13 19 0 0 7 01 11 731 01 01 271 26 17:45 0 5 10 0 0 1 11 .59 7 988 13 1,008 • ALL VEHICLES Intersection Total 1,909 5 839 19 863 1,873 13 13 SW .22ND AVENUE 1 34 988 988 0 0 13 13 0 0 5 5 16 7 0 9 GUNS & AMMO DRIVEWAY i 9 9 0 0 Si 3RD STREET & SW 22ND AVENUR MIAMI, FLORIDA COUNTED BY: MIKE NALONE •OT SIGNALIZED, B/W STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALI\VEBICLES Site Code : 00050199 Start Date: 07/19/05 File I.D. : 3ST_22AV Page : 1 SW 22ND AVENUE From North Right Thru UTurn Date 07/19/05 16:00 10 177 16:15 6 222 16:30 5 153 16:45 1 205 Hr Total 22 757 1 0 0 1 17:00 5 209 0 17:15 1 194 0 17:30 3 197 0 17:45 2 198 0 Hr Total 11 798 0 Left SW 3RD STREET From Bast Right Thru UTurn Left SW 22ND AVENUE From South Right Thru UTurn Left SW 3RD STREET From West Right Thru UTurn Left Total 15 15 10 10 50 10 13 15 2D 58 21 1 0 12 14 197 I 19 4 0 8 28 212 1 14 1 0 28 12 209 0 12 2 0 19 13 199 3 66 8 0 67 67 817 5 23 1 0 11 11 235 1 19 2 0 12 28 242 0 18 1 0 13 12 244 4 24 2 0 19 17 224 7 84 6 0 55 68 945 12 8 12 4 6 30 8 12 3 4 27 7 8 14 I0 39 5 6 7 9 27 3 1 4 1 9 2 4 1 1 8 0 2 0 1 I 6 0 1 1 1I 0 0 0 0 2 0 2 1 5 46 537\ 461 =; 48 ,' 1950 '. 523 533 520 52O 2104 *TOTAL* 33 1555 1 108 I 150 • • 14 0 122 I 135 1762 17 57 ( 66 17 1 16 I 4054 SW 3RD STREET & SW 22N➢ AVENUE MIAMI, FLORIDA IIIICOUNTED ET: MIKE MALONH T SIGNALIZED, E/W STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00050199 Start ➢ate: 07/19/05 Pile I.D. : 3ST_22AV Page : 2 SW 22ND AVENUE From North SW 3RD STREET From East SW 22ND AVENUE From Booth Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Date 07/19/05 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 07/19/05 Peak start 17:00 17:00 Volume 11 798 0 58 84 6 Percent 11 921 0% 71 581 41 Pk total 867 145 Highest 17:00 17:45 Volume 5 209 0 10 24 2 0 19 Hi total 224 45 PHF .97 .81 SW 3RD STREET 39 6 56 11 5 5 8 11 11 0 55 O1 381 Left SW 3RD STREET From West Right Thru UTurn Left Total 17:00 17:00 68 945 12 27 27 8 0 5 61 901 11 31 681 201 01 I21 1052 40 17:15 17:45 28 242 0 12 9 1 0 1 282 11 .93 .91 SW 22ND AVENUE 798 798 867 6 8 40 27 27 1 0 • 0 58 58 1,901 5 945 84 1,034 • ALL VEHICLES Intersection Total 2,104 55 798 27 880 1,932 27 145 1,052 • 39 945 39 SW•22ND AVENUE 945 0 0 84 84 6 6 55 55 134 SW 3RD STREET 58 8 68 68 68 0 0 SW 3RD STREET & SW 22ND AVENUE MIAMI, FLORIDA COUNTED BY: MIKE MALONE 111, SIGNALIZED, R/N STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BRACE, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00050199 Start Date: 07/19/05 File I.D. : 3ST_22AV Page : 1 SW 22ND AVENUE From North Peds Right Thru Date 07/19/05 16:00 16:15 16:30 16:45 Er Total 17:00 17:15 17:30 17:45 Br Total 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 Left SW 3RD STREET From Bast Peds Right Thru Left SW 22ND AVENUE From South Peds Right Thru left SW 3RD STREET From West Peds Right Thru Left Total 0 0 0 0 0 0 0 0 0 0 1 2 4 2 9 0 0 0 0 0 0 Q 0 0 0 1 0 1 0 2 0 3 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 2 0 1 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 4 2 12 1 3 1 2 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 2 17 4 32 4 4 4 7 19 *TOTAL* 3 0 0 • 0 I 16 0 0 0 13 0 0 0 19 0 0 0 I 51 SW 1ST STREET & SW 21ST COURT MIAMI, FLORIDA COUNTED BY: JOHNATHAN AUDIFFRED T SIGNALIZED, N/S STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050199 Start Date: 07/20/05 File I.➢. : 1ST_21CT Page : 1 SW 21ST COURT From Borth Peds Right Thru Date 07/20/05 16:00 0 0 16:15 2 0 16:30 2 0 16:45 3 0 Er Total 7 0 17:00 1 0 17:15 0 0 17:30 4 0 17:45 3 0 Er Total 8 0 2 1 2 2 7 1 3 6 2 12 Left SR 1ST STREET From East Peds Right Tbru Left SW 21ST COURT From South Peds Right Thru Left SW 1ST STREET From west Peds Right Thru Left Vehicle Total 3 7 9 11 30 11 9 10 5 35 0 0 2 0 1 0 1 0 4 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 2 0 0 4 0 0 0 0 0 0 2 4 0 7 2 4 3 11 7 26 2 3 7 2 2 2 3 6 14 13 2 1 2 0 5 3 6 2 0 11 0 0 0 0 0 0 0 0 0 0 1 4 347 1 1 288 1 10 343 1 5 364 4 20 1342 3 7 329 1 3 387 1 6 334 4 8 345 9 24 1395 9 5 5 5 24 6 8 10 32 371 310 375 398 1454 362 416 368 376 1522 *TOTAL* 15 0 19 65 I 8 • • 0 0 0 1 21 39 0q\ 16 0 1 13 44 2737 56 I 2976 SW 1ST STREET & SW 2IST COURT MIAMI, FLORIDA COUNTED BY: JORNATHAN AUDIFFRED •T SIGNALISED, N/S STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 {561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050199 Start Date: 07/20/05 File I.D. : 1ST_21CT Page : 2 SW 21ST COURT From North Peds Right Thru Left Date 07/20/05 SW 1ST STREET From East Peds Right Thru Left SW 2IST COURT From South Peds Right Thru Left SW 1ST STREET From West Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire Intersection for the Period: Peak start 16:30 16:30 Volume - 0 8 40 0 Percent 01 171 831 01 Pk total 48 0 Highest 16:45 16:00 Volume 0 2 11 - 0 Hi total 13 0 PHF .92 .0 • 6 6 SW 1ST STREET 0 0 0 0 24 24 • 1,423 1 0 0 16:00 to 18:00 on 07/20/05 16:30 0 0 01 01 0 31 16:45 11 .70 SW 21ST COURT 8 48 8 40 40 1,423 1,472 25 25 6 • 6 1,472 83 20 11 651 351 11 0 24 11 0 35 • ALL VEHICLES & PEDS 1,48 Intersection Total 1,551 0 8 25 33 64 0 0 SW. 21ST COURT 0 01 0 16:30 25 1423 24 21 971 24 1472 17:15 396 .93 0 31 3 387 6 3 3 0 0 0 0 0 0 1,483 40 1,423 20 SW 1ST STREET 11 . 20 • 14 11 20 14 SW 2ND STREET 6 SW 21ST COURT MIAMI, FLORIDA COUNTED BY: SUSAN MAL0NE 111111pT SIGNALIZED, WB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES 6 PEDS Site Code : 00050199 Start Date: 07/20/05 File I.D. : 2ST 21CT Page : 1 T 8! 21ST COURT From North Peds Thru Left Date 07/20/05 16:00 0 4 16:15 0 3 16:30 0 $ 16:45 0 6 Hr Total 0 21 17:00 0 4 17:15 0 7 17:30 0 6 17:45 0 9 Er Total 0 26 0 0 SW 2ND STREET From East Peds Right Left SW 21ST COURT From South Peds Right Thru Vehicle Other Total Total 1 3 4 2 0 3 2 7 1 2 3 1 1 1 0 1 5 5 1 2 0 4 0 0 2 3 3 9 0 1 1 1 3 1 1 2 1 5 0 0 0 0 0 0 0 0 0 0 3 2 1 6 1 0 3 1. 5 4 7 4 10 25 6 3 5 7 21 10t 15 17 22 64 1 3 1 0 5 16 1 15 0 19 0 23 2 73 3 }TOTAL{ • 47 11 I 8 14 8 0 11 46 I 137 8 X SW 2ND STREET it Sit 2IST COURT MIAMI, FLORIDA OUNTED BY: SUSAN 14AL0NE T SIGNALIZED, WB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX I5Si) 272-4381 ALL VEHICLES & PEDS Site Code : 00050199 Start Date: 07/20/05 File I.D. : 2ST_21CT Page : 2 SW 215T COURT From North Peds Thru Left Date 07/20/05 SW 2ND STREET From East Peds Right Left SW 21ST COURT From South Peds Right Thru Vehicle Other Total Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 07/20/05 Peak start 17:00 17:00 17:00 Volume 26 7 9 5 5 21 Percent - 791 211 - 641 361 - 191 811 Pk total 33 14 26 Highest 17:45 17:15 17:30 Volume 9 2 4 1 - 3 5 Hi total 11 5 8 PHF .75 .70 .81 0 0 • • 0 SW 21ST COURT 26 26 7 33 63 7 0 21 9 30 • ALL VEHICLES & PEDS Intersection Total 73 5 26 0 31 57 0 SW 21ST COURT 2 14 26 21 5 21 1 5 3 3 9 9 0 5 5 12 SW 2ND STREET 7 0 5 0 0 SW 3RD STREET & SW 21ST COURT MIAMI, FLORIDA COUNTED BY: SUSAN MALONE OT SIGNALIZED, SE STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEAS Site Code : 00050199 Start Date: 07/19/05 File I.D. : 3ST21CT_ Page : 1 SW 21ST COURT From North Peds Right Left Date 07/19/05 16:00 16:15 16:30 16:45 Hr Total 17:00 17:15 17:30 3,7:45 Br Total 1 5 0 0 4 1 0 9 2 2 8 3 3 26 6 1 0 1 0 2 4 5 7 7 23 2 1 2 2 7 SW 3RD STREET From East Peds Right Thru SW 3RD STREET From West Peds Thru Left Vehicle Other Total Total a a 0 5 5 1 0 3 2 6 0 1 0 2 2 2 0 1 2 6 31 27 36 21 115 32 26 26 35 119 0 26 4 42 1 23 0 19 5 110 1 20 1 38 1 21 1 30 4 109 3 2 5 2 12 4 5 a 6 23 66 76 78 55 275 63 77 66 81 287 1 4 1 7 13 2 1 4 1 8 *TOTAL* 5 • • 49 13 I 7 12 234 { 9 219 — 0.8E 35 1 562 21 SW 3RD STREET & SW 21ST COURT MIAMI, FLORIDA IOUNTED BY: SUSAN MALONE T SIGNALIZED, SB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050199 Start Date: 07/19/05 File I.D. : 3ST21CT_ Page : 2 SW 21ST COURT From North Peds Right Left Date 07/19/05 SW 3RD STREET From Bast Peds Right Thru SW 3RD STREET From West Peds Thru Left Vehicle Other Total Total Peak Hour Analysis By Entire Peak start 17:00 Volume - 23 7 Percent 77t 231 Pk total 30 Highest 17:30 Volume - 7 2 Hi total 9 PHF .83 • ntersection for the Period: 16:00 to 18:00 on 07/19/05 17:00 17:00 6 119 109 23 5% 951 - 83% 17% 125 17:45 2 2 SW 3RD STREET 0 119 142 23 23 23 109 36 .87 23 23 t 35 132 17:15 38 5 43 ,77 SW 21ST COURTI 0 30 7 7 109 132 0 74 59 23 0 6 29 ALL VEHICLES & PEDS Intersection Total 287 24 2 2 6 6 125 119 119 0 7 116 109 0 SW 3RD STREET • 4 4 • • `mmssit • 1 1 ICA-vvti friar Ilk L I20 1200S 4(&w,t:LLks ?ALowo St44xL zect w J o1 Si4Ns • fi • 1• • 3 1 141‘ ii i 1 L©ri4a. " 'tkLy 2O12o.D 5 ckawK s PA1t&vo S InettLi 264 C> 1 t 1 Ki orn ors Ni,r441. 0 -0t 011 • 4 , • • o • \Vi it i it\ 14(144 Dro.y/ 91131 41%0(4 Iuiawl,; �FGvr i d ec -5.(41 2012.0o5 clrawvthy : Lcti S tontii A. o Vlo1- s i9 na4 zed el Dttuio(tSJ if 4/ t Sw 3 sT V II 11\1 F:2 I nekia-w< i /FtO<i tick. ?'vtiY 2012005 drawn 19 :Luis Pa-o144 n,o wo-t- signxed • • • Wra+A-L owl 1011111116.0. itt ;Mkt/FloriA A ` t L 20, 2c0o 5- clauvvibJ'. PMot4j1,o vtot s i r'Ia.. zeci 0so t cf • v� i 1F� � (FW({'d lay 2D, zoo ao.unk. . Lai S PAL wAZito btor sisnaiacei Ntort(4 • • • a rr s� r-: Su) 3si Akio ; ( Lo(t8A 'Tidy 2012oo5- <1 tawK ktij '. Lv!is fAiolui An rioT SZ5tt10i2eci 444 • 24-Hour Machine Counts • Traffic Survey Specialists, Inc_ 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ****************************************************************************** 4Ikata File : D0720001.PRN Station : 000000071901 Identification : 000058410086 Interval : 15 minutes Start date : Jul 20, 05 Start time : 00:00 Stop date : Jul 20, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : W Flagler Street East of NW 25th Avenue/ Wes- 'F. ZZ,,D.,�,�� Jul 20 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 - 15 49 28 22 13 16 29 108 211 300 �311 298 279 30 53 29 18 15 14 37 119 220 286 280 265 271 45 55 21 19 17 28 61 195 296 299 279 275 264 00 33 23 18 10 25 94 210 268 299 278 275 273 T Hr Total 190 101 77 55 83 221 632 995 1184 1148 1113 1087 End Time 12 13 14 15 16 17 18 19 20 J 15 243 289 282 253 236 258 260 198 198 153 30 249 257 260 241 208 275 238 227 199 136 45 250 266 277 244 280 285 235 220 168 186 00 292 270 246 270 276 260 236 202 162 177 Hr Total 1034 1082 1065 1008 1000 (10781 969 847 727 652 21 22 159 152 125 95 531 23 89 102 83 78 352 411kHour Total : 17231 peak hour begins : 08:15 AM peak volume : 1195 Peak hour factor : 0.96 PM peak hour begins : 12:45 PM peak volume : 1104 Peak hour factor 0.95 ******************************************************************************* Jul 20 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 15 62 37 26 14 -WT�� 23 23 77 173 30 49 35 19 15 26 38 95 174 45 60 28 13 14 9 39 120 141 00 40 21 13 15 26 60 153 159 08 179 183 184 223 09 200 174 196 187 10 11 243 217 199 213 206 233 235 228 Hr Total 211 121 71 58 84 160 445 647 769 757 883 891 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 237 234 206 239 T� 255 253 �239 230 �169 190 �144 75 30 236 244 223 258 235 240 237 187 173 167 110 77 45 219 195 244 253 241 240 243 186 193 158 109 83 00 230 226 232 250 260 255 197 195 166 135 104 67 Hr Total 922 899 905 1000 991 f9881 916 798 701 650 467 302 24 Hour Total : 14636 AM peak hour begins : 11:30 AM peak volume : 934 Peak hour factor : 0.99 PM peak hour begins : 15:15 PM peak volume : 1016 Peak hour factor 0.98 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ****************************...... Data File : D0720001.PRN Station : 000000071901 Identification : 000058410086 Start date : Jul 20, 05 Stop date : Jul 20, 05 City/Town : Miami, FL Location : W Flagler Street East of NW 25th Avenue ******************************************************************************* Jul 20 Total Volume for All Lanes Interval : 15 minutes Start time : 00:00 Stop time : 24:00 County : Dade End Time 00 01 02 03 04 05 06 07 08 09 10 11 ____ ____ ____ ____ ____ ____ ____ ____ 15 111 65 48 27 39 52 185 384 479 511 541 496 30 102 64 37 30 40 75 214 394 469 454 464 484 45 115 49 32 31 37 100 315 437 483 475 481 497 00 73 44 31 25 51 154 363 427 522 465 510 501 V Hr Total 401 222 148 113 167 381 1077 1642 1953 1905 1996 1978 End Time 12 13 14 15 16 17 18 19 20 21 22 23 -- 15 480 523 488 492 491 511 499 �428 367 343 303 164 30 485 501 483 499 443 515 475 414 372 303 262 179 45 469 461 521 497 521 525 478 406 361 344 234 166 00 522 496 478 520 536 515 433 397 328 312 199 145 Total 1956 1981 1970 2008 1991 066? r Iiii1885 1645 1428 1302 -._-7, ---- ---- ____ Hour Total : 31867 AM peak hour begins : 10:00 AM peak volume : 1996 Peak hour factor : 0.92 PM peak hour begins : 16:45 PM peak volume : 2087 Peak hour factor : 0.97 ******************************************************************************* • 998 654 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************* 0 Data File : D0720003.PRN Station : 000000071904 Identification : 000058410116 Interval : 15 minutes Start date : Jul 20, 05 Start time : 00:00 Stop date : Jul 20, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : SW 1st Street West of SW 17th Avenue /L,r r OF 22100 Ayppj ******************************************************************************* Jul 20 Eastbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 JW_ 15 68 33 30 16 �21 34 155 305 414 T377 347 345 30 61 35 18 19 21 55 204 312 430 384 331 320 45 65 25 23 21 30 85 260 411 364 351 340 349 00 44 23 21 11 26 113 307 439 409 360 328 350 TT4 Hr Total 238 116 92 67 98 287 926 1467 1617 1472 1346 1364 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 324 362 372 342 331 346 30 343 344 320 301 288 350 45 331 351 343 342 336 343 00 342 352 336 315 343 343 r Total 1340 1409 1371 1300 1298 lit Hour Total : 2246 2 AM peak hour begins : 07:30 AM peak volume : 1694 Peak hour factor : 0.96 PM peak hour begins : 13:15 PM peak volume : 1419 Peak hour factor : 0.95 ******************************************************************************* atial 340 292 244 206 226 124 316 294 237 192 182 124 321 286 210 213 168 91 315 261 193 235 114 88 1292 1133 884 846 690 427 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 11#******************************************************************************* Data File : D0720004.PRN Station : 000000071905 Identification : 000210521202 Interval : 15 minutes Start date : Jul 20, 05 Start time : 00:00 Stop date : Jul 20, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : W Flagler Street West of NW 17th Avenue/ e.ram- of 2_2NT:3 *:*********************** ********************************************k******* Jul 20 Westbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 _� 15 50 35 22 18 _ 18 23 94 193 244 �284 311 318 30 62 31 19 18 18 34 113 180 267 244 290 317 45 59 28 18 15 14 41 158 177 241 277 279 342 00 44 17 12 12 15 54 171 195 280 236 • 336 304 TA Hr Total 215 111 ��71 ^�63 65 152 536 745 1032 1041 1216 1281 End Time 12 13 14 15 16 17 18 19 20 ^W 15 345 322 292 368 424 �472 414 324 214 187 30 326 317 339 355 404 519 351 313 213 188 45 355 303 279 400 420 501 314 241 208 179 00 319 331 313 419 461 441 318 243 199 132 T r Total 1345 1273 1223 1542 1709 /1933J 1397 1121 834 686 41- 21 23 165 100 137 81 115 78 90 65 507 324 22 4 Hour Total : 20422 AM peak hour begins : 11:30 AM peak volume : 1317 Peak hour factor : 0.93 PM peak hour begins : 16:45 PM peak volume : 1953 Peak hour factor : 0.94 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 a******************************************************************************* Volume Report with 24 Hour Totals Page 1 Data File : D0720002.PRN Station : 000000071902 Identification : 009841110007 Interval : 15 minutes Start date : Jul 20, 05 Start time : 00:00 Stop date : Jul 20, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NW 22nd Avenue North of NW 1st Street / oa4+ of t' tsIZ4 STrZeZT ******************************************************************************* Jul 20 Northbound Volume for Lane 1 End Time 00 01 02 03 04 - 15 33 28 610 10 30 46 18 10 8 15 45 33 18 5 13 14 00 20 20 12 9 22 Hr Total 132 84 33 40 05 06 07 08 09 10 11 27 84 140 167 182 174 182 30 115 183 152 166 176 187 46 174 163 160 176 183 202 63 137 157 166 175 208 194 61 166 510 643 645 699 741 765 End Time 12 13 14 15 16 17 18 19 20 21 22 23 W--- 15 196 213 221 243 243 263 259 200 183 140 -114 69 30 204 222 210 223 257 339 263 198 162 128 112 62 45 216 220 212 227 241 276 224 181 165 133 94 57 00 200 186 196 271 263 295 206 155 148 142 64 36 ___ ____ Ilr Total 816 841 �839 �964 1004 952 734 �658 T543 384 224 Hour Total : 13651 AM peak hour begins : 11:30 AM peak volume : 796 PM peak hour begins : 17:00 PM peak volume : 1173 Peak hour factor : 0.92 Peak hour factor : 0.87 ******************************************************************************* Jul 20 Sorthbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 T 15 33 12 7 4 7 15 63 146 210 163 186 184 30 41 14 5 3 6 16 85 120 213 234 196 198 45 24 12 8 6 12 32 106 217 244 230 174 192 00 18 4 10 6 9 48 148 200 236 200 176 191 Y- Hr Total 116 42 30 19 -r34 T111 402 �683 903 827 732 765 End Time 12 13 14 15 15 198 189 206 208 30 214 176 170 201 45 173 193 191 223 00 170 196 183 209 Hr Total 755 754 750 841 16 17 18 19 20 21 22 23 227 248 243 212 139 130 97 64 228 263 208 165 159 121 100 49 232 256 206 142 129 106 87 46 217 246 154 150 134 96 52 37 904 1013 �811 �669 561 453 336 196 24 Hour Total : 12707 AM peak hour begins : 08:00 AM peak volume : 903 Peak hour factor : 0.93 PM peak hour begins : 17:00 PM peak volume : 1013 Peak hour factor 0.96 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace • Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************* Data File : D0720002.PRN Station : 000000071902 Identification : 009841110007 Interval : 15 minutes Start date : Jul 20, 05 Start time : 00:00 Stop date : Jul 20, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NW 22nd Avenue North of NW 1st Street ******************************************************************************* Jul 20 Total Volume for All Lanes End Time 00 01 02 15 30 45 00 66 87 57 38 40 32 30 24 13 15 13 22 Hr Total 248 126 63 03 14 11 19 15 59 04 17 21 26 31 95 05 42 46 78 111 277 06 07 147 286 200 303 280 380 285 357 912 1326 08 377 365 404 402 1548 09 10 11 345 360 366 400 372 385 406 357 394 375 384 385 1526 1473 1530 End Time 12 13 14 15 15 394 402 427 451 30 418 398 380 424 45 389 413 403 450 00 370 382 379 480 r Total 1571 1595 1589 1805 4111 16 470 485 473 480 1908 2186 17 511 602 532 541 19 412 363 323 305 1763 1403 18 502 471 430 360 21 322 270 211 133 321 249 212 111 294 239 181 103 282 238 116 73 1219 996 720 420 20 22 23 Hour Total : 26358 AM peak hour begins : 11:30 AM peak volume : 1591 Peak hour factor : 0.95 PM peak hour begins : 17:00 PM peak volume : 2186 Peak hour factor 0.91 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 �****************************************************************************** Data File : D0720006.PRN Station : 000000071903 Identification : 009701450015 Start date : Jul 20, 05 Stop date : Jul 20, 05 City/Town : Miami, FL County : Dade Location : NW 22nd Avenue South of SW 4th Street ' fi e. 51- Jul 20 Northbound Volume for Lane 1 End Time 00 01 02 03 15 35 25 4 6 30 32 16 10 12 45 24 18 8 7 00 14 14 7 7 Hr Total 105 73' 29 32 05 20 23 34 43 47 120 54 106 133 112 06 07 118 159 142 164 405 159 148 153 149 08 09 177 151 151 163 583 609 10 11 157 158 143 151 158 176 186 166 642 644 651 End Time 12 13 14 15 30 45 00 177 172 158 172 Total 679 155 192 168 178 192 176 175 178 721 III( Hour Total : 11254 AM peak hour begins : 11:30 AM peak volume : 691 Peak hour factor : 0.98 PM peak hour begins : 16:45 PM peak volume : 907 Peak hour factor 0.96 ******************************************************************************* Jul 20 Southbound Volume for Lane 2 *************** ** 15 208 184 189 194 775 04 5 13 11 18 16 208 197 199 206 810 Interval 15 minutes Start time : 00:00 Stop time : 24:00 1897 17 18 234 211 230 192 237 181 196 165 749 19 20 155 155 137 144 591 131 133 123 115 502 21 22 23 107 115 93 94 409 85 85 79 57 306 55 53 46 28 182 693 End Time 00 15 30 45 00 29 33 25 11 Hr Total 98 01 02 03 11 3 3 7 6 1 19 11 4 8 4 2 45 24 10 04 9 14 29 43 26 95 4 5 10 7 05 06 45 64 80 116 305 07 08 09 10 11 190 167 173 181 179 187 177 188 201 178 155 167 219 171 149 159 571 789 703 654 695 127 103 169 172 End Time 15 30 45 00 12 13 14 15 187 172 200 201 185 160 158 182 196 173 162 194 165 173 178 196 Hr Total 733 678 698 773 238 222 227 202 889 16 . 17 218 225 252 229 L9243 18 199 195 188 139 721 179 161 134 125 599 19 20 100 125 105 100 430 21 108 105 92 95 400 22 23 90 48 80 61 62 39 68 37 300 185 24 Hour Total : 11345 AM peak hour begins : 08:00 AM peak volume : 789 Peak hour factor : 0.90 PM peak hour begins : 17:00 PM peak volume : 924 Peak hour factor 0.92 ******************************************************************************* 0 diHour Total : 22599 AM peak hour begins 08:30 AM peak volume : 1404 Peak hour factor : 0.95 PM peak hour begins : 17:00 PM peak volume 1821 Peak hour factor : 0.93 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************* Data File : D0720006.PRN Station : 000000071903 Identification : 009701450015 Interval : 15 minutes Start date : Jul 20, 05 Start time : 00:00 Stop date Jul 20, 05 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NW 22nd Avenue South of SW 4th Street ******************************************************************************* Jul 20 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 64 36 7 ---9 ---9 --29 - - 99 -245 349 �344 330 339 30 65 23 16 13 18 37 170 262 327 338 320 339 45 49 37 19 11 21 63 213 311 354 329 313 343 00 25 22 11 9 25 86 228 336 368 334 335 325 Hr Total 203 118 53 42 73 W215 710 1154 1398 1345 1298 1346 End Time 12 13 14 15 16 17 18 19 20 21 22 23 __- 15 364 327 392 409 446 452 410 -334 231 215 175 103 30 357 352 334 366 419 455 387 316 258 220 165 114 45 354 341 337 383 426 489 369 271 228 185 141 85 00 337 351 356 390 408 425 304 269 215 189 125 65 Total 1412 1371 1419 1548 1699 1821 1470 1190 932 809 606 W367 • • o APPENDIX C: Miami -Dade Transit Data • • • Headway Calculations 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. NW 28 St a7; o, z NW 11 St =v z a) . ▪ 0 . ¢ E ti ■ E ■z NW ▪ S. River Dr. ■ ■ r E Traffic R✓Light .M� ".Q gtvzigovEral SR 836 North Map not to scale ti/O3 WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. EFFECTIVE: December 7, 2003 • Nw ISco St/i a NW 14 St NW St NI tV z z NW 37 Ave SW 8 St SW 27 Lane MET1ZORAit, McDonald S z L-SW1S NW 30 Stn L • Route 6 ALL BUSES ARE. BIKE WHEELCHAIR ACCESSIBLE ACCESSIBLE NW 29 St 0) C11 W. Flagler St SW 11 St Q Q 00 co 9 St Cn (/) NE 17 St v Cat )VERNMENT CENTER STATION d e,1 cv ▪ v) f�fry W V) a) --. 11 St BRICKELL STATION DESTINATION SIGN North NW 18 Ave/29 St - 0021 South Coconut Grove -- 0022 Not In Service - 02D6 z 7 St 8 St Miami -Dade County - Transit Page 1 of 1 • • • MIAM 6 SCHEDULE TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.rn. to 5 p.m. www. m iam idade. govltra nsit SERVICE: WEEKDAY DIRECTION: NORTHBOUND Grand Av & McFarlane Rd Coconut Grove Station SW 8 St & 32 Ave NW 7 St & 37 Ave NW 14 St & 22 Ave Flagler St & 22 Ave Brickell Station SW 1 St & Miami Ave NW 29 St & N Miami Ave NW 29 St & 18 Ave 08:13AM 08:22AM 08:31AM 08:41AM 08:51AM 08:56AM 09:10AM 09:18AM 09:26AM 09:35AM 08:43AM 08:52AM 09:01AM 09:11AM 09:21AM 09:26AM 09:40AM 09:48AM 09:56AM 10:05AM 09:13AM 09:22AM 09:31 AM 09:41 AM 09:51 AM 09:56AM 10:10AM 10:18AM 10:26AM 10:35AM 09:43AM 09:52AM 10:01 AM 10:11 AM 10:21 AM 10:26AM 10:40AM 10:48AM 10:56AM 11:05AM 10:13AM 10:22AM 10:31AM 10:41AM 10:51AM 10:56AM 11:10AM 11:18AM 11:26AM 11:35AM 11:13AM 11:22AM 11:31AM 11:41AM 11:51AM 11:56AM 12:10PM 12:18PM 12:26PM 12:35PM 12:13PM 12:22PM 12:31PM 12:41PM 12:51PM 12:56PM 01:10PM 01:18PM 01:26PM 01:35PM 01:13PM 01:22PM 01:31PM 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 03:13PM 03:22PM 03:31PM 03:41PM 03:51 PM 03:56PM 04:10PM 04:18PM 04:26PM 04:35PM 04:13PM 04:22PM 04:31 PM 04:41 PM 04:51 PM 04:56PM05:10PM€ 05:18PM 05:26PM 05:35PM 04:43PM 04:52PM 05:01 PM] 05:11 PM 05:21 PM 05:26PM 05:40PM 05:48PM 05:56PM ' 06:05PM 05:13PM 05:22PM 05:31 PM 05:41 PM 05:51 PM 05:56PMA06:10PM 06:18PM 06:26PM 06:35PM CLOSEWINDOW joffr lot or UCtj' S http://www.co.miami-dade.fl.us/transitiroutes/schedule.asp?R1—WEEKDAY%20&R2=No... 7/18/2005 Miami -Dade County - Transit Page 1 of 1 • • • 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-Fnday, 6 am, to 10 p.m. Weekends, 9 a.m. to 5 p.m. www. m iam id ad e.govltransit 6 SCHEDULE SERVICE: WEEKDAY DIRECTION: SOUTHBOUND NW 12 St & 19 Ave NW 29 St & 18 Ave NW 29 St & N Miami Ave SW 1 St & Miami Ave Brickell Station Hagler St & 22 Ave NW 14 St & 22 Ave NW 7 St & 37 Ave SW 8 St & 32 Ave Coconut Grove Station 08:O7AM 08:15AM 08:25AM 08:31AM 08:45AM 08:51AM 09:01AM 09:09AM 09:18AM 08:32AM 08:37AM 08:45AM 08:55AM 09:01AM 09:15AM 09:21AM 09:31AM 09:39AM 09:48AM 09:07AM 09:15AM 09:25AM 09:31AM 09:45AM 09:51AM 10:01AM 10:09AM 10:18AM', :• 09:37AM 09:45AM 09:55AM 10:01AM 10:15AM' 10:21AM 10:31AM 10:39AM 10:48AM': : 10:37AM 10:45AM 10:55AM 11:01AM 11:15AM 11:21AM 11:31AM 11:39AM 11:48AM 11:37AM 11:45AM 11:55AM 12:01 PM 12:15PM 12:21PM 12:31PM 12:39PM 12:48PM 12:37PM 12:45PM 12:55PM 01:01 PM 01:15PM 01:21 PM 01:31 PM 01:39PM 01:48PM : 01:37PM 01:45PM 01:55PM 02:01 PM 02:15PM 02:21 PM 02:31PM 02:39PM 02:48PMI 02:37PM 02:45PM 02:55PM 03:01 PM 03:15PM 03:21PM 03:31 PM 03:39PM 03:48PMJ : F 03:37PM 1 03:45PM 03:55PM 04:01PM 04:15PM 04:21PM 04:31PM 04:39PM 04:48PM1 04:07PM (1 D4:15PM 04:25PM 04:31 PM 04:45PM 04:51PM 05:01 PM 05:09PM 05:18PM : 04:37PM [ 04:45PM 04:55PM 05:01 PM 05:15PM 05:21 PM 05:31PM 05:39PM 05:48PM1 : 05:07PM ` 05:15PM 05:25PM 05:31 PM 05:45PM 05:51 PM 06:01 PM 06:09PM 06:18PM CLOSE WINDOW fr cqiul http://www.co.miami-dadeRus/transit'routes/schedule.asp?R 1—WEEKDAY%20&R2=So... 7/18/2005 • FIU SOUTH CAMPUS 13' FIU Bus Terminal EFFECTIVE: March 16, 2003 REISSUED: Short Turn W Flagler St SW 107 Ave SW 16 St SW 17 St • Mall of the Americas W Flagler St ONLY SHORT TRIPS ENTER MALL OF THE AMERICAS WHEELCHAIRS Stop the bus at any location near the stop to. allow wheelchairs on or off the bus_ DESTINATION SIGN EAST DOWNTOWN MIAMI - 0040 WEST MALL OF AMERICAS - 0042 WEST FIU SOUTH - 0046 NOT IN SERVICE - 02D6 • Route 11 Government Center Metrorail Statio EISt SW/SE 1 S Little Havana North Map not to scale Z/63 ALL BUSES ARE 11' HEE LC HA/R ACCESSIBLE Miami -Dade County - Transit Page 1 of 3 • • • COUNTY 11 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. govftransit SERVICE: WEEKDAY DIRECTION: EASTBOUND FIU Main Terminal SW 107 Ave & 4 St Mall of the Americ as Hager & 7 2 Ave Flagler St & 42 Ave Flagler St & 27 Ave SW 1 St & 17 Ave SE 1 St & 3 Ave Metro -Dade Government Center : : 04:33AM 04:37AM 04:49AM 04:55AM 04:59AM 05:08AM 05:18AM 04:36AM 04:42AM 04:54AM 05:06AM 05:12AM 05:16AM 05:25AM 05:35AM 04:50AM 04:56AM 05:07AM 05:11AM 05:23AM 05:29AM 05:33AM 05:42AM ' 05:52AM 05:17AM 05:21AM 05:33AM 05:39AM 05:43AM 05:52AM 06:04AM 05:14AM 05:20AM 05:32AM 05:44AM 05:50AM 05:54AM 06:04AM 06:16AM 05:38AM 05:42AM 05:54AM 06:01AM 06:06AM 06:16AM 06:28AM 05:36AM 05:42AM 05:54AM 06:06AM 06:13AM 06:18AM 06:28AM 06:40AM 05:59AM 06:04AM ' 06:16AM 06:23AM 06:28AM 06:38AM 06:50AM 05:50AM 05:56AM : 06:12AM 06:24AM 06:31AM 06:36AM 06:46AM 06:58AM 06:15AM 06:20AM 06:32AM 06:39AM 06:44AM 06:54AM 07:06AM 07:13AM 06:01AM 06:09AM 06:25AM 06:37AM 06:44AM 06:49AM 07:01AM 06:28AM 06:33AM 06:45AM 06:52AM 06:57AM 07:09AM 07:21AM 06:16AM 06:24AM 06:40AM 06:52AM 06:59AM 07:04AM 07:16AM 07:28AM 06:41 AM 06:46AM 06:58AM 07:07AM , 07:12AM 07:24AM 07:36AM 06:27AM 06:35AM : 06:51AM 07:05AM 07:14AM 07:19AM 07:31AM 07:43AM 06:54AM 06:59AM 07:13AM 07:22AM 07:27AM 07:39AM 07:51AM 06:40AM 06:48AM 07:06AM 07:20AM 07:29AM 07:34AM 07:46AM 07:58AM 07:07AM 07:14AM 07:28AM 07:37AM 07:42AM 07:54AM 08:06AM 06:54AM 07:03AM : 07:21AM 07:35AM 07:44AM 07:49AM 08:01AM 08:13AM 07:22AM 07:29AM 07:43AM 07:52AM 07:57AM 08:09AM 08:21AM 07:09AM 07:18AM 07:36AM 07:50AM 07:59AM 08:04AM 08:16AM 08:28AM 07:37AM 07:44AM 07:58AM 08:07AM 08:12AM 08:24AM 08:36AM 07:22AM 07:31AM : 07:49AM .08:05AM 08:14AM 08:19AM 08:31AM 08:43AM 07:50AM 07:57AM 08:13AM 08:22AM 08:27AM 08:39AM 08:51AM 07:34AM 07:43AM : 08:04AM 08:20AM 08:29AM 08:34AM 08:46AM 08:58AM 08:06AM 08:14AM 08:30AM 08:39AM 08:44AM 08:56AM 09:08AM 07:53AM 08:02AM : 08:23AM 08:39AM 08:48AM 08:53AM 09:06AM 09:18AM 08:25AM 08:33AM 08:49AM 08:58AM 09:03AM 09:16AM 09:28AM 08:14AM 08:23AM 08:44AM [09:OOAM 09:08AM 09:13AM 09:26AM 09:38AM http:/www.co.miami-dade.fl.us/transit/routes/schedule.asp?R1=WEEKDAY°/a20&R2=Ea... 7/18/2005 Miami -Dade County - Transit Page 2 of 3 II 108:46AM I[ 08:54AM 1109:10AM I09:18AM 09:23AM jI 09:36AM 09:48AM 1 08:43AM 09:04AM 09:20AM 09:28AM 09:33AM 09:46AM 09:58AM 108:34AM1 09:08AM 09:14AM 09:30AM 09:38AM 09:43AM 09:56AM 10:08AM 08:57AM 1 09:06AM : 09:24AM 09:40AM 09:48AM 1I 09:53AM . 10:06AM 10:18AM : 109:28AM 09:34AM 09:50AM 09:58AM 10:03AM 10:16AM I 10:28AM 109:19AM 09:26AM : 09:44AM 10:OOAM 10:08AM 10:13AM 10:26AM 10:38AM 09:48AM 09:54AM 10:10AM 10:18AM 10:23AM 10:36AM 10:48AM 09:40AM 09:47AM I : 10:05AM 10:20AM 10:28AM 10:33AM 10:46AM 10:58AM 10:09AM 10:15AM 10:30AM 10:38AM 10:43AM 10:56AM 11:08AM : 10:02AM 10:09AM 10:25AM 10:40AM 10:48AM 10:53AM 11:06AM 11:18AM 10:29AM 10:35AM 10:50AM 10:58AM .11:03AM 11:16AM 11:28AM 10:22AM 10:29AM : 10:45AM 11:00AM 11:08AM 11:13AM 11:26AM 11:38AM 10:49AM 10:55AM 11:10AM 11:18AM 11:23AM 11:36AM 11:48AM 10:42AM 10:49AM I : 11:05AM 11:20AM 11:28AM 11:33AM 11:46AM 11:58AM : 11:08AM 11:14AM 11:29AM 11:42AM 11:55AM 12:08PM ,,11:37AM 11:01AM 11:08AM 11:24AM 11:39AM 11:47AM 11:52AM ! 12:05PM 12:18PM r�11:57AM 11:28AM 11:34AM 11:49AM 12:02PM 1 12:15PM 12:28PM l 11:28AM : 11:44AM 11:59AM 12:07PM 12:12PM 12:25PM 12:38PM I11:21AMI 1 11:48AM 11:54AM 12:09PM 12:17PM 12:22PM 12:35PM 12:48PM 11:41AM 11:48AM 12:04PM 12:19PM 12:27PM 12:32PM 12:45PM 12:58PM 12:08PM 12:14PM 12:29PM 12:37PM 12:42PM 12:55PM 01:08PM 12:01PM 12:08PM 12:24PM 12:39PM 12:47PM 12:52PM 01:05PM 01:18PM 1 12:28PM 12:34PM 12:49PM 12:57PM 01:02PM 01:15PM 01:28PM 12:21 PM 12:28PM 12:44PM 12:59PM 01:07PM 01:12PM 01:25PM 01:38PM 12:48PM 12:54PM 01:09PM] 01:17PM 01:22PM 01:35PM 01:48PM 12:41PM 12:48PM 01:04PM 01:19PM 01:27PM 01:32PM 01:45PM 01:58PM : : 01:08PM 01:14PM 01:29PM 01:37PM 01:42PM 01:55PM 02:08PM 01:01PM 01:08PM : 01:24PM 01:39PM 01:52PM 02:05PM 02:18PM ,01:47PM 01:28PM 01:34PM 01:49PM 01:57PM 02:02PM 02:15PM 02:28PM 01:21PM 01:28PM : 01:44PM 01:59PM 02:07PM 02:12PM 1 02:25PM 1 02:38PM 01:48PM 01:54PM 02:09PM 02:17PM] 02:22PM 02:35PM 02:48PM 01:41PM 01:48PM 02:04PM 02:19PM 02:27PM 02:32PM 02:45PM 02:58PM 02:07PM 02:13PM 02:28PM 02:36PM 02:41 PM 1 02:54PM 03:08PM 02:00PM 02:07PM 02:23PM 02:38PM 02:46PM 02:51PM 1 03:04PM 03:18PM 02:26PM 02:32PM 02:47PM 02:55PM 03:01PM 03:14PM 03:28PM 102:18PM 02:25PM : 02:41PM 02:56PM 03:05PM 03:11PM 03:24PM 03:38PM 0 02:44PM 02:50PM 03:06PM 03:15PM 03:21 PM 03:34PM 03:48PM 02:37PM 02:44PM 03:OOPM ,03:16PM 03:25PM 03:31PM 03:44PM 03:58PM 03:01PM 03:08PM 03:24PM 03:33PM 03:39PM 03:52PM L04:06PM 02:52PM 02:59PM 03:15PM 03:31 PM 03:40PM 03:46PM 03:59PM 04:13PM 03:16PM 03:23PM 03:39PM 1_03:48PM 03:54PM 04:07PM 04:21PM 03:14PM 03:30PM 03:46PM 03:55PM 04:01PM 04:14PM 04:28PM 03:O5PM -I 03:31 PM 03:38PM 103:54PM 04:03PM 04:09PM 04:22PM 04:36PM http://www.co.rniami-dade.fl.us/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Ea... 7/18/2005 Miami -Dade County - 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Transit Page 1 of 3 • • MIA COUNTY 11 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.govftransit SERVICE: WEEKDAY DIRECTION: WESTBOUND Metro -Dade Flagler St Flagler St Flagler St Flager & 7 Mali of Government Center & 17 Ave & 27 Ave & 42 Ave 2 Ave the Americ as 05:20AM 05:37AM 05:54AM 06:06AM 06:18AM 06:30AM 06:42AM 06:52AM 05:27AM 05:44AM 07:OOAM 07:08A M 06:02AM 06:14AM 07:15AM 07:23AM 06:26AM 06:38AM -06:50AM 07:30AM 07:38AM 05:30AM 05:37AM 05:45AM : 06:08AM 1 05:47AM 06:06AM 07:01AM 07:45AM 07:53AM 07:09AM 07:17AM 08:00AM 08:08A M 06:18AM 07:24AM 06:30AM 06:42AM 07:32AM 08:15AM 08:23AM 08:30AM 07:39AM 06:54AM 07:06AM 07:47AM 08:38AM 08:45AM 07:54AM 07:14AM 05:54AM 06:15AM 07:22AM 08:02AM 08:53AM 09:OOAM 08:09A M 08:17AM 07:29AM 06:27AM 06:39AM 07:37AM 08:24AM 09:10AM 1 09:20AM 09:30AM 08:32AM 07:44AM 06:51AM 07:05AM 07:52AM 08:39AM 1 09:40AM 08:47AM 08:54AM 07:59AM 07:17AM 08:07AM 09:02AM 09:09AM 08:14AM 07:25AM 07:33AM 08:22AM 08:29AM 09:19AM 09:29AM 09:39AM 06:03AM 06:24AM 07:40AM 06:36AM 06:48AM 07:48AM 08:37AM 08:44AM 09:49AM 08:52AM 07:55AM 07:02AM 07:16AM 08:03AM 08:59AM 09:07AM 08:10AM 07:28AM 07:36AM 08:18AM 09:14AM 09:24AM 09:34AM 08:25AM 06:41AM 07:44AM 08:33AM 09:44AM 09:54AM 08:40AM 07:51 AM Flagler St & 107 Ave 07:59AM 08:48AM 08:55AM 09:03AM 08:07AM 07:07AM 05:53AM 08:15AM '09:10AM 09:17A M 07:33AM 08:22AM 08:30AM 09:24AM 09:34AM 09:44AM 07:49AM 08:37AM 08:45AM 08:52AM 09:54AM 10:04AM 06:34AM 06:58AM FlU Main Terminal 07:29AM 05:59AM 07:49AM 08:04AM 09:OOAM 08:20AM 1 08:35AM 09:07A M " 09:15AM 09:22AM 09:29AM 09:36AM 09:46AM 08:50AM 09:05A M 08:05AM 06:41 AM 07:06AM 07:37AM 07:57AM 08:21AM 08:36AM 09:56AM 1 09:20AM 09:34AM 10:06AM 1 10:16AM 09:51AM 08:51 AM 09:06AM 10:11AM 08:13AM 09:20AM 08:29AM 09:35AM 08:44AM 08:59AM 09:49AM 09:13AM 10:09AM 10:29AM 09:27AM 09:42AM 09:56AM 10:16AM 10:36AM http://www.co.miami-dale.fl.us/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=W ... 7/18/2005 Miami -Dade County - Transit Page 2 of 3 • • 09:50AM 109:59AM II 10:04AM II 10:14AM lI 10:26AM II 10:31AM 1 : IL : 10:00AM I,10:09AM 10:14AM 10:24AM 110:36AM i . 1 10:49AM 1 10:56AM 10:10AM 10:19AM 10:24AM I10:34AM 10:46AM 10:51AM : I 10:20AM 10:29AM 10:34AM 10:44AM 10:56AM I 111:09AM 11:16AM �10:44AM ( 10:30AM 1 10:39AM 10:54AM 11:06AM 11:11AM 1 I 10:40AM 10:49AM 10:54AM 11:04AM 11:16AM I : 111:29AM 11:36AM 10:50AM 1 10:59AM 11:04AM 11:14AM 11:26AM 11:31AM : , , 11:OOAM 11:09AM 11:24AM 11:36AM : 11:49AM 11:56AM .11:14AM 11:10AM 11:19AM 11:24AM 11:34AM 11:46AM 11:51 AM I 11:20AM 11:29AM 11:34AM 11:44AM 11:56AM 12:10PM 1 12:17PM , 11:30AM 111:39AM 11:44AM 11:54AM 12:06P M 12:11PM . . , 11:40AM 11:49AM 11:54AM 12:05PM 12:17PM : 1 12:31PM 12:38PM 11:50AM 1 11:59AM 12:05PM 12:16PM 12:28PM 12:33PM [ : £ 12:OOPM 12:09PM 12:15PM 12;26PM 12:38PM : 12:52PM 12:59PM 12:10PM 12:19PM 12:36PM 12:48PM 12:53PM : I : ,12:25PM 12:20PM 12:29PM 12:35PM 12:46PM 12:58PM . 01:12PM 01:19PM 12:30PM 12:39PM 12:45PM 12:56PM 01:08PM L01:13PM . . 12:40PM 1 01:05PM 01:16PM 01:28PM 01:33PM : : ( 01:00PM 101:09PM 101:15PM 01:26PM 01:38PM : 1 01:52PM 01:59PM 01:10PM '01:19PM 1 01:25PM 01:36PM 101:48PM 01:53PM 1 . 01:20PM 1 01:29PM 01:35PM 01:46PM 01:58PM 1 02:12PM 02:19PM 01:30PM 1 01:39PM 101:45PM 01:56PM 02:08PM 02:13PM : L 01:40PM II01:49PMI 01:55PM 02:06PM 02:18PM 1 : 102:32PM 02:39PM 01:50PM 1 01:59PM 02:05PM 02:16PM 02:28PM 02:33PM l . : 02:00PM 1 02:09PM 02:15PM 02:26PM 02:38PM : 02:52PM 02:59PM 02:10PM 02:19PM 02:25PM 02:36PM 02:48PM 02:53PM : . 02:20PM 02:29PM 02:35PM 02:46PM 02:58PM : 03:16PM 03:24PM 02:39PM 02:45PM 02:56PM 03:09PM 03:15PM : 02:30PM 02:40PM 02:49PM 02:55PM 03:08PM 03:21PM : , 03:39PM 03:47PM 02:50PM 02:59PM 03:05PM 03:18PM 03:31 PM 03:37PM . 03:00PM 103:09PM 03:15PM 03:28PM 03:41PM 03:59PM 04:07PM 1 03:10PM 03:19PM 03:25PM 03:38PM 03:51PM 03:57PM 1 103:20PM 03:29PM 03:35PM 03:48PM 04:01PM : 04:19PM 04:27PM 1 03:30PM 03:39PM 03:45PM 03:58PM 04:11PM , 04:17PM 03:40PM 03:49PM 03:55PM 04:08PM 04:21PM : 04:39PM 04:47PM 1 03:50PM 03:59PM 04:05PM 04:18PM 04:31 PM 04:37PM J . 1 04:OOPM 04:09PM 04:15PM 104:28PM 04:41PM : 04:59PM 05:07PM'. 04:08PM 04:17PM 04:23PM 04:36PM '04:49PM 04:55PM : I 04:15PM 04:24PM 04:30PM J04:43PM 04:56PM : 05:14PM 05:22PM 04:23PM 04:32PM 04:38PM 04:51 PM 05:04PM 05:10PM . . 04:30PM 04:39PM 04:45PM 04:58PM 05:11PM 05:29PM 05:37PM 1 04:38PM 04:47PM 04:53PM 05:06PM 05:19PM f 05:25PM : , http://www.co.tniami-dale.fl.us/transitiroutes/schedule.asp?R1=WEEKDAY%20&R2=W ... 7/18/2005 Miami -Dade County - Transit Page 3 of 3 1 04:45PM 1 04:53PM I 05:00PM I 05:08PM 05:15PM 05:23PM 05:30PM 05:38PM 05:45PM 05:53PM 06:OOP M 04:54PM 05:02 PM 05:09PM 05:17PM ,05:23PM 05:24PM 05:30PM 05:43PM 05:32PM 05:51PM1 05:39PM 05:45PM 05:58PM I 05:47PM 05:53PM106:06PM 1 05:54PM 06:OOPM' 06:11 PM 05:OOPM ;I 05:13PM 11 05:26PM I[ : I1 05:44PM 1I05:52PMI 05:21PMI 05:28PM 05:36PM 05:34PM 05:41PM 05:49PM 05:56PM 06:04PM 1 06:10PM 06:20PM 1 06:30PM 1 06:40PM 06:02PM 06:09PM 06:50PM 06:19PM 06:29PM 07:OOPM 07:15PM 07:30PM 06:39PM 07:45PM 06:49PM 06:07PM 06:14PM1 06:24PM 06:34PM 06:59PM 08:00P M 07:08PM 08:15PM 1 07:23PM 06:44PM 07:38PM 1 08:30PM 1 08:45PM 06:54PM 07:53PM 1 09:00PM I 09:15PM 07:04PM 06:18PM 06:25PM 05:40PM j 06:11 PM 06:35PM 07:13PM 06:45PM 07:28PM 08:08PM 1 08:23PM 09:30PM 08:38PM 07:43PM 05:55PM 06:18PM 1 06:23PM 06:55PM 07:05PM 06:09PM 06:30PM I '07:14PM 07:58PM 08:53PM 09:07PM 10:OOPM 1 10:30PM 1 11:OOPM 05:59PM 06:14P 06:23PM 06:37PM 1 107:23PM 08:13PM 09:22PM 08:28PM 06:47PM 06:57PM 1 107:38PM 08:43PM 09:37PM 12:OOAM 12:40AM 07:53PM 08:58PM 10:07PM 01:10AM 10:37PM 07:07PM 08:08PM 09:11PM 11:07PM 09:26PM 06:35PM 07:16PM 07:25PM 08:23PM 09:41 PM 12:07AM 12:47AM 01 { : I 06:27PM 06:52PM 07:34PM 08:38PM 08:53PM 10:11PM 07:49PM 1 08:04PM 09:08PM 10:41PM 11:11PM 12:10AM 12:50AM 09:20PM 07:12PM 08:19PM L06:07PM1 06:39PM 06:22PM 06:53PM 1 07:30PM 08:34PM 09:35PM 09:50PM 06:35PM 106:47PM 07:13PM 1 07:54PM 1 08:49PM 1 10:20PM 09:04PM 09:17PM 10:50PM 11:20PM 09:29PM 12:17AM 07:29PM 08:24PM 07:01PM r07:47PM 08:39PM 08:54PM 09:44PM 1 12:57AM 09:59PM 10:29PM 09:08PM 07:20PM 08:17PM 1 09:21 PM 09:33PM 10:59PM 1 11:29PM 12:25AM 09:48PM 07:36PM 08:51 PM 10:03PM 01:05AM 09:06P M 09:18PM 10:33PM 07:54PM 09:31 PM 111:03PM 11:33PM 08:24PM 09:43PM 12:28AM 08:58PM 09:58PM 10:13PM 01:08AM 09:12PM 10:43PM 09:24PM 11:13PM 11:43PM 09:37PM 12:35AM 09:49PM 10:04PM 01:15AM :17AM 01:27AM 11 ••�7enlln9•9n4M11n2.27AM1l 02:35AM 02:38AM 02:45AM 01:20AM 01:35AM 01:38AM 01:45AM 10:19PM1 10:49 P M 11:19PM 03:10AM 03:17AM 03:20AM 03:27AM 03:35AM 1 03:38AM 03:45AM 04:10AM 04:17AM 04:20AM 04:27AM [04:35AM 1 04:38AM 04:45AM 1 05:10AM 05:17AM 05:20AM 05:27AM 1 05:35AM 05:38AM 05: CLOSE WINDOW its imec- 2- 14. s 11:49PM 12:41 AM £01:21 AM 01:51 AM 02:51 AM 03:51AM 04:51 AM 05:51AMI WAA VIA .1 CIL http://www. co.miami-dade.fl.us/transitlroutes/schedule.asp?R1 =WEEKDAY%20&R2=W ... 7/18/2005 • • 162 Terr WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. z• f !J T � 165 St 159 St GOLDEN GLADES No Service to Industrial Park Weekends or Weekdays After 9:0Hl PM ai z It III M Airport Expressway DESTINATION SIGN North Golden Glades - 007E North 163 St Mall - 0076 South Civic Center - 0078 South Flagler St - 007B South Coconut Grove Station - 0079 Out Of Service - 02D6 S w SW 27 Terr J) uS i Coconut Grove Metrorail Station • NW 20 St NE 167 St rE167S 163 St Mall NORtHROUND 5UUTHBOUND NW41St Earlington Heights Station Cr, Flagler Terr Flagler St Aye Coconut Grove NE 163 St NW VA 1-losp. Civic Center Station Route 22 163 Street Mall 95 TAVINaL Santa Clara ALL BUSES ARE WHEELCHAIR ACCESSIBLE NORTH MIAMI BEACH NW14Stu Bob Hope Rd If z North Map not to scale 4/03 EFFECTIVE: April 25, 2004 CORRECTED: Miateade County - Transit • i 01 2, M AMI COUNTY 22 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. govftransit SERVICE: WEEKDAY DIRECTION: NORTHBOUND Coconut Grove Station SW 22 St & 22 Ave Flagler St & 22 Ave Santa Clara Station NW 36 St & 22 Ave Earlington Heights Station NW 79 St & 22 Ave NW 22 Ave & 135 St NW 167 St & 17 Ave Golden Glades NE 167 St & 15 Ave Mall • 05:14AM 05:22AM 05:24AM 05:34AM 05:44AM 05:52AM 06:05AM 06:18AM . . 05:44AM, 05:52AM 05:54AM 06:07AM 06:20AM 06:31AM 06:44AM 06:57AM : : : : 06:13AM 06:24AM 06:26AM 06:39AM 06:52AM 07:03AM 07:16AM 07:29AM : 06:40AM 06:53AM 07:06AM 07:17AM 07:30AM 07:43AM ; z 06:21AM 06:32AM 06:41AM : 06:54AM 06:56AM 07:09AM 07:22AM 07:33AM 07:46AM 07:59AM : 07:03AM 07:14AM 07:16AM 07:29AM 07:42AM 07:53AM 08:06AM` 08:19AM 06:58AM 07:09AM 07:18AM 07:31AM 07:33AM 07:46AM 07:59AM 08:10AM 08:21AM 08:34AM ' , : : 07:38AM 07:49AM 07:51AM 08:04AM 08:15AM 08:25AM 08:36AM 08:49AM 07:31AM 07:42AM 07:51AM : 08:04AM 08:06AM 08:18AM 08:29AM 08:39AM 08:50AM 09:03AM 08:09AM 08:19AM 08:21AM 08:33AM 08:44AM 08:54AM 09:05AM 09:18AM J 08:00AM 08:12AM 08:21AM : 08:33AM 08:35AM 08:47AM 08:58AM 09:08AM 09:19AM 09:32AM 0 08:38AM' 08:48AM 08:50AM 09:02AM 09:13AM 09:23AM 09:34AM 09:47AM 08:30AM 08:42AM 08:51AM : 09:03AM 09:05AM 09:17AM 09:28AM 09:38AM 09:49AM, 10:02AM : : 09:14AM 09:24AM 09:26AM 09:38AM 09:49AM , 09:59AM 10:10AM 10:23AM 09:21 AM 09:33AM 09:42AM : 09:54AM 109:56AM 10:08AM 10:19AM 10:29AM 10:40AM 10:53AM 10:14AM 10:24AM 10:26AM 10:38AM 10:49AM 10:59AM 11:10AM 11:23AM 10:21AM 10:33AM 10:42AM : 10:54AM ` 10:56AM 11:08AM 11:19AM 11:29AM 11:40AM 11:53AM if 1 I 11 I II II I http://www.co.miami-dade.fl.us/transitlroutes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%20%20%20%20%20... 7/18/2005 Mia>ade County - Transit GUt 11 : I : 1 11:14AM 11:24AM l 11:26AM I 11:38AM f 11:49AM II11:59AM 1h12:10PM1) 12:23PMi 11:21AM 11:33AM 11:42AM 11:54AM 11:56AM 12:08PM 12:19PM 12:29PM 12:40PM 12:53PM : : 12:14PM 12:24PM 12:26PM 12:38PM 12:49PM 12:59PM 01:10PM 01:23PM 12:21PM 12:33PM 12:42PM : 12:54PM 12:56PM 01:08PM 01:19PM 01:29PM 01:40PM 01:53PM . : : 01:14PM 01:24PM 01:26PM 01:38PM 01:49PM 01:59PM 02:11PM 02:25PM 01:21 PM 01:33PM 01:42PM j : 01:54PM 01:56PM 02:08PM 02:22PM 102:34PM 02:46PM 03:OOPM : : 02:13PM 02:24PM 02:26PM 02:38PM 02:52PM 03:04PM 03:16PM 03:30PM 02:20PM [ 02:33PM 02:42PM : 02:54PM 02:56PM 03:08PM 03:22PM 03:34PM 03:46PM 04:OOPM . : 03:13PM 03:24PM 03:26PM 03:38PM 03:52PM 04:04PM 04:16PM 04:30PM _ 03:20PM 03:33PM 03:42PM : 03:54PM 03:56PM f 04:08PM 04:22PM 04:34PM 04:46PM 05:OOPM . : 04:13PM 04:24PM 04:26PM 04:38PM 04:52PM 05:04PM 05:16PM 05:30PM 04:05PM 04:18PM 04:27PM1 : 04:39PM 04:41PM 04:53PM 05:07PM 05:19PM 05:31PM 05:45PM . : 04:43PM 04:54PM ' 04:56PM 05:08PM 05:22PM 05:34PM 05:46PM 06:OOPM 04:35PM 04:48PM 04:57PM 1 : 05:09PM 05:11PM 05:23PM 05:37PM 05:49PM 06:01PM 06:13PM . : 05:16PM 05:27PM 05:29PM 05:41PM 05:55PM 06:07PM 06:16PM 06:28PM , 05:23PM 05:36PM 05:45PM : 05:57PM , 05:59PM 06:11PM 06:22PM 06:31PM 06:40PM 06:52PM ( : 06:17PM 06:27PM 06:29PM 06:39PM 06:50PM 06:59PM 07:08PM' 07:20PM , 06:28PM 06:39PM 06:47PM : 06:57PM 06:59PM 07:09PM 07:20PM 07:29PM , 07:38PM 07:50PM 07:03PM 07:14PM EI07:22PM : 07:32PM 07:34PM 07:44PM 07:55PM 08:04PM 08:13PM 08:25PM 08:03PM 08:14PM 08:22PM : 08:32PM 08:34PM 08:44PM 08:55PM 09:04PM 09:11PM 09:22PM ' 09:11PM 09:21PM 109:28PM : 09:37PM 09:38PM 09:48PM 09:58PM 10:06PM 10:13PM 10:24PM 10:05PM 10:15PM 10:22PM : 10:31 PM 10:32PM 10:42PM 10:52PM 11:OOPM 11:07PM 11:18PM 10:49PM 10:59PM ' 11:06PM : 11:15PM 11:16PM 11:26PM 11:36PM l 11:44PM 11:51 PM1 12:02AM : 11:37PM : 11:46PM 11:47PM 11:57PM 12:07AM 12:15AM 12:22AM 12:33AM ,d ,, CLOSE WINDOW 3 1f.tu.c s t_,r) (LJ 4_, http://www.ca.miami-dade.fl.usltransit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Northbound%20%20%20%,20%20%20... 7/ 18/2005 • • 5 MIA COUNTY 22 SCHEDULE TRANSIT INFORMATION: 305-770-3131 Residents South of SW 215 St.: 305-891-3131 TTY Users (tor deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov/transit SERVICE: WEEKDAY DIRECTION: SOUTHBOUND NE 167 St & 15 Ave Mall Golden Glades NW 167 St & 17 Ave 04:38AM 05:17AM 05:36AM 05 04:53AM 05:08AM 05:28AM 04:48AM 05:47AM NW 22 Ave & 135 St 05:03AM 05:18AM 05:38AM 05:57AM 04:58AM 05:13AM NW 79 St & 22 Ave 05:28AM 05:48AM 05:08AM 06:10AM r 06:31AM Earlington Heights Station 05:23AM 05:38AM 05:58AM 05:16AM 06:26AM 05:31 AM NW 36 St & 22 Ave NW 17 St & 10 Ave 05:46AM 06:09AM 05:03AM 05:18AM 06:37AM 06:58AM 05:33AM 05:48AM 06:12AM 06:40AM 07:01 AM 05:27AM Santa Clara Station 06:OOAM 1 Flagler St & 22 Ave 05:08AM 06:52AM 05:32AM 05:42AM 06:07AM 06:59AM :51 AM 06:47AM '06AM 06'06'33AM lI 06•46AM 07:02AM 11T07:13AM 07:16AM (07:28AM 07:35A 20AMl) 06:05AM 06:18AM SW 22 St & 22 Ave 06:25AM vu. 06:21 AM 06:35AM 06:48AM 07:01 AM 07:17AM 07:28AM l 07:31 AM . 06:36AM 06:50AM 07:03AM 07:16AM 07:32AM 11 07:43AM 07:46AM 07:58AM 08:05AM 06:51AM 07:06AM 07:21 AM 07:44AM 08:14AM 08:44AM 09:14AM 07:05AM 07:20AM 07:35AM 07:58AM 08:28AM 07:18AM 08:58AM 09:28AM 07:33AM 07:48AM 08:11 AM 08:41 AM 09:11AM 09:41 AM 07:31AM 07:47AM 11 07:58AM J1 08:01 AM 08:16AM 1 07:46AM 08:01 AM 08:22AM 08:52AM 09:22AM 09:52AM 08:02AM 08:13AM 08:34AM 09:04AM 09:34AM 10:04AM 08:13AM 08:24AM 08:45AM 09:15AM 09:45AM 10:15AM 08:27AM 08:48AM 09:18AM 08:28AM 09:48AM 109:OOAM 10:18AM 11 10:OOAM II 07:14AM 05:47AM Coconut Grove Station 07:44AM 08:35AM1 09:07AM 06:32AM 08:14AM 10:07AM 07:21 AM 08:40AM 05:54AM1 07:51 AM 09:31 AM 06:41 AM 08:21AM 10:31 AM 07:30AM 08:01 AM 08:47AM 1 09:38AM 10:38AM IF 08:31 AM) 08:57AM I09:48AM 10:48AMI http:Ilwww.co.miami-dale.fl.usltransit/routeslschedule.asp?R1=WEEKDAY%20&R2=Southboundc7n20%20%20M20%20Io20... 7/1 8t2005 • • 09:44AM II09:58AM1 10:11 AMJ 10:22AM 10:34AM 10:14AM 10:44AM 11:14AM 11:44AM 12:14PM 12:44PM 10:28AM 10:58AM 01:12PM 01:41PM 11:28AM 02:09PM 11:58AM 10:41 AM 11:11AM 12:28PM1 12:58PM 01:26PM 01:55PM 11:41AM 12:11PM 02:25PM 12:41PM 10:52AM 01:11PM 01:39PM 11:22AM 02:08PM 02:38PM 11:52AM 12:22PM 12:52PM — 01:22PM 11:04AM 11:34AM 12:04PM 01:50PM 02:20PM 02:50PM 12:34PM 110:45AM 11 10:48AM 11 11:OOAM II11:O7AMJ : 01:04P M 01:34PM 11:15AM 11:45AM 12:15PM 02:03PM 02:33PM 03:03PM 12:45PM 01:15PM 01:45PM 11:18AM 11:48AM 12:18PM 102:15PM 1 02:45PM 03:15PM 12:48PM 01:18PM 01:48PM 02:18PM 12:OOPM 02:48PM 03:18PM 01:0OPM 02:OOPM 03:00PM 11:31 AM 12:07PM 12:31PM 01:07PM 02:07PM 03:07PM 01:31PM 11:38AM 02:31 PM 03:31 PM 12:38PM 01:38PM 02:38PM 11:48AM 03:38PM ••••n Pnn II n 1 RPM Il 01 30PM Il 03:33PM II 03:45PM 1 03:52PM I1 : 1 • 12:48PM 01:48PM 02:49PM 03:49PM 02:39PM 02:55PM 03:08PM 03:20PM , 03:33PM 03:45PM 03:48PM ,, : 04:01 PM1 04:08PM 04:19PM 02:54PM 03:10PM 03:23PM 03:35PM 03:48PM ' 04:OOPM 04:03PM 04:15PM 04:22PM : : : 03:09PM 03:23PM 03:38PM 03:52PM 04:07 P M 04:22PM 03:25PM 04:42PM 03:39PM 03:54PM 05:10PM 05:48PM 04:09PM 06:28PM )04:24PM 04:39PM 07:32PM 08:31PM 03:38PM 04:59PM 09:28PM 10:33PM 05:27PM 03:52PM 04:07PM 06:05PM 04:22PM 04:37PM 06:41 PM 04:52PM 07:45PM 08:44PM 03:50PM 05:12PM 04:05PM 05:40PM 09:39PM 10:44PM 04:20PM 04:35PM 06:15PM 06:51 PM 04:50PM 07:55PM 04:03PM 05:05PM 05:25PM 08:54PM 09:46PM 05:53PM 04:18PM 04:33PM 1 06:25PM 10:51PM 04:48PM 05:03PM 07:01 PM 08:05PM 05:18PM 09:04PM 05:38PM 06:06PM 09:55PM 11:00PM 04:15PM 04:18PM 1 04:30PM 04:45PM 06:36PM 05:00PM 05:15PM 07:12PM 08:16PM 05:30PM 09:14PM 05:50PM 06:16PM 10:05PM 11:10PM 04:33PM 04:48PM 05:03PM 06:46PM 05:18PM 07:22PM 08:26PM 05:33PM 04:45PM 05:53PM 09:22PM 10:13PM 06:18PM 11:18PM 06:48PM 05:15PM 07:24PM 05:45PM 08:28PM 09:24PM 10:15PM 11:20PM 06:29PM 06:59PM CLOSE WINDOW 07:04PM 07:35PM 08:39PM 09:33PM 10:24PM 11:29PM 105:19PM 05:49PM 06:34PM 07:4OPM 08:44PM 09:38PM 10:29PM 06:20PM 06:43PM 07:49PM 08:53PM 09:46PM 10:37PM http://www.co.miami- lade.fl.us/transit/routes/schedule.asp?R 1 WEEKDAY%20&R2=Sauthbound°%o20%20%20%20%a20%20... 7/1 8/2005 • • or Flagler MAX LIMITED STOPS SW 122 Ave Coral Way m Q CO r Government Center Metrorail Station 1P1 Omni international Mall I♦ Omni Bus Terminal NE 14 St co c m 7 NE3St z Flagler St NW/NE 1 St SW/SE 1 St (;)] Downtown Bus Terminal m 0 as m 19 St 17 St 0 0 0 e a) 5 St North Map not to scale • lur TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891.3131 TTY Users (tor deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.goy/transit 51 FLAGLER MAX SCHEDULE SERVICE: WEEKDAY DIRECTION: EASTBOUND SW 8 St & 132 Ave 05:02AM SW 18 St & 137 Ave 05:27AM 05:42AM 05:05AM 05:55AM SW 26 St & 122 Ave 05:30AM 05:45AM 06:08AM 1 06:19AM 05:58AM 06:31AM 05:12AM Flagler St & 107 Ave 1 05:37AM 1 06:11AM 06:43AM 06:55AM 06:22AM 05:52AM 06:34AM 05:21 AM Flager & 7 2 Ave 05:46AM 1 06:01 AM 06:05AM 1 06:46AM 07:10AM 1 06:18AM 07:00AM 07:25AM 1 07:41 AM 06:29AM 05:31 AM 06:14AM 06:41AM 07:15AM 07:56AM 08:22AM 07:30AM 08:46AM Flagler St & 27 Ave 05:56AM 06:27AM 06:53AM 07:46AM 08:52AM 07:08AM 08:01 AM 09:01 AM ]05:45AM 06:11 AM j 06:38AM 06:50AM 07:23AM 1 08:27AM 07:38AM 08:51 AM 06:24AM 07:05AM 06:10AM SE 1 St & 3 Ave 06:25AM 06:37AM 1 07:20AM 07:54AM 1 08:57AM 08:09AM 09:04AM 06:48AM 05:56AM 06:21 AM 06:38AM 1 106:51 AM 07:03AM 1 07:35AM 1 08:35AM 07:50AM 07:18AM 08:06AM 09:05AM Omni Metro Mover Bus Terminal 06:36AM 07:06AM 07:33AM 08:21 AM 06:49AM 07:21AM 07:48AM 08:47AM 06:05AM 07:03AM 07:36AM 107:51 AM 08:03AM 1 08:19AM 5 St & Alton Rd 06:30AM 06:45AM 07:18AM 06:10AM 06:58AM 07:33AM 08:06AM 1 08:34AM j 09:15AM 06:35AM 07:13AM 07:48AM 108:21 A M 1 09:00AM Lincoln Rd & Wash. Av 06:50AM 07:28AM 08:03AM 08:37AM 09:25AM 08:52AM 08:18AM 07:43AM 07:04AM 07:58AM 08:33AM 06:19AM 19 St & Meridian Ave 06:44AM 07:19AM 07:34AM 08:13AM 108:49AM 09:15AM 09:04AM 09:40AM II 09:27AM 08:28AM 06:59AM 1 07:14AM 07:49AM 08:43AM 08:04AM I 08:59AM 09:14AM 08:19AM 07:29AM 06:22AM 06:47AM 07:02AM 1 07:44AM 07:59AM 1 07:17AM 08:34AM I 09:37AM 09:52AM 08:49AM 09:05AM I 10:02AM 09:20AM 08:14AM 07:32AM 07:47AM 08:29AM 1 08:44AM 09:43AM 08:02AM 08:17AM 08:59AM 1 09:15AM 10:08AM 08:32AM 08:47AM 1 09:30AM j 09:02AM 09:53AM 1 09:18AM 10:18AM 1 09:33AM 09:56AM 10:21 AM 11 11 http://www.c0.miami-dalenus/transit/rauteslschedule.asp?R 1=WEEKDAY%20&R2.Eastbound%a20%20%20%20%20%20%... 7/ 18/2005 • lor 1 09:26AM II 09:29AM Il 09:35AM I109:45AM lI 09:55AM II 10:10AM II 10:22AM 11 10:32AM 11 10:38AM IL 10:48AM 09:30AM 09:56AM 10:26AM 09:33AM 10:56AM 09:59AM 11:26AM 11:56AM 10:29AM 12:26PM 10:59AM 12:56PM 11:29AM 01:26PM 01:56PM 11:59AM 02:25PM 10:05AM 10:35AM 12:29PM 11:05AM 12:59PM . 02:55PM 11:35AM 01:29PM 03:23PM 03:51 PM 12:05PM 01:59PM 02:28PM 02:58PM 12:35PM 10:15AM 10:45AM 11:15AM 01:05P M 01:35PM 03:26PM 03:54PM 11:45AM 02:05PM 02:34PM 10:25AM 12:15PM 03:04PM 12:45PM 03:32PM 10:55AM 01:15PM 11:25AM 01:45PM 04:00PM 10:40AM 11:55AM 02:15PM 02:44PM 11:10AM 12:25PM 12:55PM 03:14PM 11:40AM 12:10PM 01:25PM 03:42PM 04:10PM 01:55PM 02:25PM 10:52AM 12:40PM 02:54PM 11:22AM 01:10PM 01:40PM 03:24PM 11:52AM 02:10PM 04:20PM 12:22PM 02:40PM 11:02AM 12:52PM 03:10PM .nrtC']RA 11 11A•r]l10RA 11 f\,1•AU1I-J 11A ■ 11LL• 11:32AM 01:22PM 01:52PM 12:02PM 02:22PM 12:32PM 02:52PM 11:08AM 01:02PM 11:38AM 12:08PM 01:32PM 03:22PM , 03:52PM 02:02PM 02:32PM 03:02PM 12:38PM 11:18AM 11:48AM 01:08PM 01:38PM 03:32PM 1 04:02PM 04:30PM 02:08PM 05:OOPM 12:18PM 02:38PM 10:51AM 1 11:21 AM 12:48PM 03:08PM 03:38PM 01:18PM 04:08PM 01:48PM 11:51AM 02:18PM 04:36PM 12:21PM 12:51PM 02:48PM 05:06PM 03:18PM 03:48PM 04:18PM 04:47PM 01:21PM 01:51PM 02:21 PM 02:51PM 05:17PM 1 03:21 PM 03:51 PM 04:21 PM 04:50PM 05:20PM 05:26PM 05:37PM 05:40PM to+. i ] riv( i Ur.}. 14r1V1 3 114.Gi/r IV7 1 V"Y.JVI IYI r r.x ■v ..vv. •••i V�.�v1 �� - _. 05:55PM 04:26PM 04:29PM 04:35PM 04:45PM 04:55PM 05:13PM 05:25PM 05:35PM 05:41PM 05:52PM i 3 04:44PM 04:50PM 05:OOPM 05:10PM [05:28PM 05:40PM 05:50PM 1 05:56PM 06:07PM 06:10PM 04:41PM 04:56PM 04:59PM 05:05PM 05:15PM 05:25PM 05:43PM 05:55PM 06:05PM , 06:11PM 06:22PM 06:25PM , _ M 0 :15PM 05:32PM 05:49PM 06:07PM 05:18PM 06:08PM 05:35PM 06:23PM 05:52PM 06:38AM 06:52PM 06:10PM 06:11 PM 05:24PM 05:41 PM 06:26PM 05:58PM 06:41 AM 06:55PM 06:16PM 05:34PM 05:51 PM 06:08PM I 06:26PM 0 :44P 06:01 PM 06:18PM L06:36PM 06:02PM 06:14PM L 06:24PM II 06:30PM 06:39PM 106.42P 06:57PM 06:19PM 06:36PM 06:51 PM • 06:31 PM 06:46PM 07:01 PM 06:40PM 06:55PM : 07:10PM 1 06:45PM 07:OOPM 07:15PM 06:54PM 07:09PM 07:19PM 07:22PM : : : 07:33PM 07:36PM : : : • 07:44PM 07:47PM lr If 07:24PM 07:12PM 07:27PM 1 11 http:llwww.co.mi ami-dade.fl. usltransitlrouteslschedule.asp?R 1=WEEKDAY%20&R2=Eastbound%20%20%2O%20%20%20%... 7/18/2003 • 107:59PM 08:02PM 08:14PM 08:44PM 09:14PM 08:17PM 08:47PM 09:17PM IP II II II I CLOSE WINDOW j oiz3et 17L Pi o dGtJ a l 3 u _ 2 0� V"-fps ///; http://www.co.miami-dade.fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Eastbound%20%n20%20%20%20%20%... 7/1 8/2005 • • • I'IIAMI- COUNTY TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. 10 5 p.m. www.miamidade.gov/transit 51 FLAGLER MAX SCHEDULE SERVICE: WEEKDAY DIRECTION: WESTBOUND 19 St Lincoln Rd 5 St Omni Metro Metro -Dade Flagler St Flager & 7' Flagler St SW 26 St & SW 18 St & SW 8 St & & Meridian & Wash. Av & Alton Rd Mover Bus Government & 27 Ave 2 Ave & 107 Ave 122 Ave 137 Ave 132 Ave Ave Terminal Center 04:59AM 05:24AM 05:39AM 05:52AM 06:05AM 06:16AM 06:28AM 06:40AM 06:52AM 07:07AM 07:22AM 07:38AM 07:53AM 05:02AM 05:27AM 05:42AM 05:55AM 06:08AM 06:19AM 06:31 AM 06:43AM 06:55AM 07:10AM 07:25AM 07:41 AM 07:56AM 06:40AM 06:44AM 06:53AM 07:OOAM 1 07:10AM 07:20AM II 07:36AM 07:48AM 1I 07:59AM II 08:07AM 08:10AM I. 07:29AM .� 07:33AM 07:44AM 07:51AM 08:01 AM 08:11AM 08:27AM 08:39AM 08:50AM 08:58AM 09:01 AM http://www.camiami-dale.fl.us/transitlroutes/schedule.asp?RI=WEEKDAY%20&R2=Westbound%20%20%20%20%20%20... 7/18/2005 • IP 07:44AM 11 07:48AM 1 07:59AM 11 08:06AM 08:16AM II08:26AM 1I 08:42AM jl 08:54AM 11 09:05AM 11 09:13AM II 09:16AM 1 r08:41 07:59AM 08:03AM 08:14AM 08:21 AM 08:31 AM AM 08:57AM 09:09AM 09:19AM 09:27AM 09:30AM 08:14AM 08:18AM 08:29AM 08:36AM 08:46AM 08:56AM 09:12AM 09:23AM 09:33AM 09:41AM 09:44AM 0824AM 08:38AM 08:49AM 08:56AM 09:08AM 09:19AM 09:34AM 09:45AM 09:55AM 10:03AM 10:06AM 09:O3AM 09:07AM 09:18AM 09:25AM 09:37AM 09:48AM 10:03AM 10:14AM 10:24AM 10:32AM 10:35AM 09:33AM 09:37AM 09:48AM 09:55AM 10:07AM 1018AM 1023AM 10:44AM 10:54AM 11:02AM 11:05AM 10:03AM 10:07AM 10:18AM 10:25AM 10:37AM 10:48AM 11:03AM 11:14AM 11:24AM 11:32AM 11:35AM , 1023AM 1027AM 10:48AM 10:55AM 11:07AM 11:18AM 11:33AM 11:44AM 11:54AM 12:02PM 12:05PM 11:03AM ,> 11:07AM 11:18AM 11:25AM 11:37AM 11:48AM 12:03PM 12:14PM 12:24PM 12:32PM 12:35PM 11:33AM 11:37AM 11:48AM 11:55AM 12:07PM 12:18PM 12:33PM 12:44PM 12:54PM 01:02PM O1:O5PM 12:03PM 12:07PM 12:18PM 12:25PM 12:37PM 12:48PM O1:O3PM 01:14PM O1:24PM O1:32PM O1:35PM 12:33PM 12:37PM 12:48PM 12:55PM O1:O7PM O1:18PM O1:33PM O1:44PM O1:54PM 02:02PM F02:05PM O1:O3PM O1:O7PM 01:18PM O1:25PM O1:37PM O1:48PM 02:03PM 02:14PM 02:24PM 02:32PM 02:35PM O1:33PM 01:37PM O1:48PM O1:55PM 02:07PM 02:18PM 02:33PM 02:44PM 02:54PM 03:02PM 03:05PM 02:03PM { 02:07PM 02:18PM 02:25PM 02:37PM 02:48PM 03:05PM 03:18PM 03:29PM 03:37PM 03:40PM 02:33PM 02:37PM 02:48PM 02:55PM 03:07PM 03:18PM 03:35PM 03:48PM 03:59PM 04:07PM 04:10PM : 04:08PM 04:11 PM 02:58PM 03:02PM 03:13PM 03:20PM 03:32PM 03:43PM 04:OOPM 04:13PM 04:24PM 04:33PM , 04:36PM : : 04:38PM 04:41 PM 03:23PM 03:27PM 0138PM 03:45PM 03:57PM 04:08PM 04:25PM 04:39PM 04:51PM 05:00PM 05:03PM 03:38PM 03:42PM 03:53PM 04:00PM 04:12PM '04:23PM 04:43PM 04:57PM 05:09PM • 05:18PM 05:21 PM 03:53PM 03:57PM E E 04:08PM 04:15PM 04:27PM 04:40PM 05:OOPM 05:14PM 0526PM 05:35PM 05:38PM 04:08PM 04:12PM 04:23PM 04:30PM 04:42PM 04:55PM 05:15PM 05:29PM 05:41 PM 05:50PM 05:53PM 04:23PM 04:27PM 04:38PM 04:45PM 04:57PM 05:10PM 05:30PM 05:44PM 05:56PM 06:05PM 06:O8PM 04:38PM 04:42PM 04:53PM 05:00PM 05:12PM 05:25PM 05:45PM 05:59PM 06:11 PM mm 06:20PM 06:23PM 04:53PM 04:57PM 05:08PM 05:15PM 05:27PM 05:4OPM 06:00PM 06:14PM 06:26PM 06:35PM 06:38PM -06:52PM 05:08PM 05:12PM 05:23PM 05:30PM 05:42PM 1-05:55PM 06:15PM 06:29PM 06:41 PM 06:49PM 05:23PM 05:27PM 05:38PM 05:45PM 05:57PM 06:10PM 06:30PM 06:42PM 06:53PM , 07:01 PM 07:04PM 05:38PM 05:42PM 05:53PM 06:00PM 06:12PM 06:25PM 06:45PM 06:57PM 07:08PM 07:16PM 07:19PM 05:53PM 05:57PM 06:08PM 06:15PM 06:27PM 06:4OPM 06:59PM '07:11 PM 0722PM 07:30PM J 07:33PM 06:O8PM 06:12PM 06:23PM 06:30PM 06:40PM 06:51 PM 07:10PM 07:22PM 07:33PM [ 07:41 PM 07:44PM 11 11 11 1 / 11 j J11 / 11 1 ( / /c_ / 1 / rS / As. http://www.co.miami-dade.fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Westbound%20%20%20%20%20%20... 7/18/2005 • w 1 06:23PM 11 06:27PM 11 06:38PM 06:45PM 11 06:55PM 107:06PM 1 07:21PM 06:38PM 07:08PM 1 07:38PM 06:42PM 07:12PM 06:53PM 07:42PM I 07:23PM 07:53PM l 07:OOPM 1 07:30PM 08:OOPM 07:10PM 1 07:40PM 08:10PM 07:51 PM 108:21 PM 1 07:25PM 1107:37PM 11 07:48PM 11 07:56PM 1107:59PM 1 08:14PM 1 07:40PM 08:10PM 1 08:40PM CLOSE WINDOW 2 1Aou'5 07:52PM 08:22PM 08:52PM 08:03PM 08:33PM 09:03PM 111,# AP�t1a 11 L08:11PM 08:41PM 1 09:11PM 08:44PM 109:14PM http://www.co.miami-dale.fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2-Westbound%20%20%20%n20%20%20... 7/1 8/2005 • • Little Havana Circulator (Counterclockwise) -Via West Flagler St Route 208 161 ALL BUSES ARE WHEELCHAIR ACCESSIBLE WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. N 1 City of Miami — — — Police —.--11111 Sub Station SW7St MI DESTINATION SIGN FLAGLER /8 St via Beacom -0146 NOT IN SERVICE - 02D6 West Flagler St CD North Map nog? to scale EFFECTIVE: November 21, 2044 SW 8 St NW 3 St 1Government Center s Z NW 1 St • • I 'fIAMI- COUNTY TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 I Y Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www,miamidade.gov/transit 208 LITTLE HAVANA CIRCULATOR SCHEDULE SERVICE: WEEKDAY DIRECTION: CIRCULATOR (CC) NE 1 St & 1 Ave Flagler St & 17 Ave SW 8 St & 27 Ave SW 8 St & 12 Ave NE 1 St & 1 Ave 06:03AM 06:13AM 06:19AM 06:27AM 06:37AM 06:18AM 06:28AM 06:34AM 06:42AM 06:52AM 06:33AM 06:43AM 06:49AM 06:57AM 07:09AM 06:48AM 06:58AM 07:05AM 07:15AM 07:27AM 07:03AM, 07:14AM 07:21AM £ 07:31AM 07:43AM] 07:18AM, 07:29AM 07:36AM ( 07:46AM 07:58AM` 07:33AM 07:44AM 07:51AM 08:01AM 08:13AM 07:48AM 07:59AM 08:06AM 08:16AM 08:28AM 08:03AM 08:14AM 08:21 AM 08:31 AM- 08:43AM 08:18AM 08:29AM 08:36AM 08:46AM 08:58AM '08:33AM 08:44AM 08:51AM 09:01AM 09:13AM 08:48AM 08:59AM 09:06AM 09:16AM 09:28AM 09:05AM 09:16AM 09:23AM 09:33AM 09:45AM 09:25AM 09:36AM 09:43AM 09:53AM 10:05AM '09:45AM 09:56AM 10:03AM 10:13AM 10:25AM 10:05AM 10:16AM 10:23AM 10:33AM 10:45AM 10:25AM 10:36AM 10:43AM 10:53AM 11:05AM 10:45AM 10:56AM 11:03AM 11:13AM 11:25AM 11:05AM 11:16AM 11:23AM 11:33AM 11:45AM 11:25AM 11:36AM 11:43AM 11:53AM 12:05PM 11:45AM 11:56AM 12:03PM 12:13PM 12:25PM 12:05PM 12:16PM 12:23PM 12:33PM 12:45PM 12:25PM 12:36PM 12:43PM 12:53PM 01:05PM 12:45PM 12:56PM 01:03PM 01:13PM 01:25PM 01:05PM 01:16PM 01:23PM 01:33PM 01:45PM 01:25PM 01:36PM 01:43PM 01:53PM 02:05PM 01:45PM 01:56PM 02:03PM 02:13PM 02:25PM 02:05PM 02:16PM 02:23PM 02:33PM 02:45PM http://www.co.miami-dade.fl.us/transit/routes/schedule.asp?R1=WEEKDAY%20&R2=Cir... 7/18/2005 • • • IO2:25PMf 02:36PM 02:45PM 03:05PM 03:25PM 03:40PM 03:55PM 04:10PM 04:23PM 04:38PM 04:53PM 05:10PM 05:25PM 05:40PM 05:55PM 06:10PM 06:25PM 06:45PM 02:56PM 03:17PM '03:37P 02:43PM I[ 02:53PM 03:03PM 03:24PM 03:44PM 03:14PM 03:35PM 03:55PM 03:05PMI 03:52PM 1 03:59PM 04:10PM 04:07PMJ 04:14PM 04:25PM 04:22PM 1 04:29PM 04:40PM 04:35PM 1 04:42PM 04:53PM 04:50PM li 04:57PM 05:08PM 05:05PM 1 05:12PM 05:23PM 05:22PM 1 05:29PM 05:40PM 05:37PM 1 05:44PM 05:55PM 05:52PM 1 05:59PM 06:10PM 06:07PM 06:20PM 06:35PM 06:55PM 06:13PM 06:26PM 06:41 PM 07:01 PM 06:22PM 06:35PM 06:50PM 07:10PM 03:26PM 03:47PM 04:07PM 04:22PM 04:37PM 04:52PM a 05:05PM 05:20PM 05:35PM 05:52PM 06:07PM 06:20PM 06:32PM 06:45PM 07:00PM 07:20PM 07:05PM 07:15PM 07:21PM 07:30PM 07:40PM 07:25PM 07:35PM 07:41PM 07:50PM 08:OOPM 07:45PM 08:05 PMJ 07:55PM 08:15PM 08:01 PM 08:21 PM 08:10PM 08:30PM 08:20PM 08:40PM CLOSEWINDOW 1.4 http://www.co.mi ami -lade.fl.us/transit/routcs/schedute.asp?R 1=WEEKDAY%20&R2=Cir... 7/18/2005 Little Havana Circulator (Clockwise) -Via SW 7 St Route 207 ALL BUSES ARE WHEELCHAIR ACCESSIBLE WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. SW 25 Ave Q3 I I DESTINATION SIGN SW 7 St/1 St Via Beacom -015C NOT IN SERVICE - 02D6 SW 1 St -► J SW 7 St a) cu f\l" North Map not to scale 1 EFFECTIVE: November 21, 2004 NW 3 St Government Center NW 1 St • • • • • • MIA TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.gov/transit 207 LITTLE HAVANA CIRCULATOR SCHEDULE SERVICE: WEEKDAY DIRECTION: CLOCKWISE NE St & 1 Ave SW7St& 12 Ave SW7St & 25 Ave SW1 St& 17 Ave NE1 St & 1 Ave 05:55AM 06:05AM 06:12AM 06:17AM 06:27AM 06:10AM 06:20AM 06:27AM 06:32AM 06:42AM 06:25AM 06:35AM 06:42AM 06:47AM 06:57AM 06:40AM 06:50AM 06:57AM 07:06AM 07:17AM 06:55AM 07:06AM 07:14AM 07:23AM 07:34AM 07:10AM 07:21AM 07:29AM 07:38AM 07:49AM 07:25AM 07:36AM 07:44AM 07:53AM 08:04AM 07:40AM 07:51AM 07:59AM 08:08AM 08:19AM 07:55AM` 08:06AM 08:14AM 08:23AM 08:34AM 08:10AM 08:21AM 08:29AM 08:38AM 08:49AM 08:25AM 08:36AM 08:44AM 08:53AM 09:05AM 08:40AM 08:51 AM 08:59AM 09:08AM 09:20AM 08:55AM 09:06AM 09:14AM 09:21AM 09:33AM 09:15AM 09:26AM 09:34AM 09:41AM 09:53AM 09:35AM 09:46AM 09:54AM 10:01 AM 10:13AM 09:55AM 10:06AM 10:14AM 10:21AM 10:33AM 10:15AM] 10:26AM 10:34AM 10:41AM € 10:53AM1 10:35AM 10:46AM 10:54AM 11:01AM 11:13AM 10:55AM 11:06AM 11:14AM 11:21AM 11:33AM 11:15AM 11:26AM 11:34AM 11:41AM 11:53AM 11:35AM 11:46AM 11:54AM 12:01 PM 12:13PM 11:55AM 12:06PM' 12:14PM 12:21PM 12:33PM, 12:15PM 12:26PM 12:34PM 12:41PM 12:53PM 12:35PM 12:46PM 12:54PM 01:01PM 01:13PM 12:55PM 01:06PM 01:14PM 01:21PM 01:33PM 01:15PM 01:26PM 01:34PM 01:41PM 01:53PM 01:35PM 01:46PM 01:54PM 02:01 PM 02:13PM 01:55PM 02:06PM 02:14PM 02:21PM 02:33PM 02:15PM 02:26PM 02:34PM 02:41 PM 02:53PM http://www.co.miami-dade.fl. us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=CI... 7/18/2005 • • • 02:35PMI 02:46PM 02:55PM 03:15PM 03:33PM 03:48PM I04:03PM 04:18PM 04:33PM 04:48PM 05:03PM 05:18PM 05:33PM 05:48PM 06:03PM 03:10PM 03:30PM 02:54PMI1 03:01 P 03:18PM 03:38PM 03:48PM 03:56PM 04:03PM 04:11PM 04:18PM 04:26PM 03:25PM 03:45PM 04:03PM 04:18PM 04:33PM 04:33PM 04:48PM 04:41 PM 04:56PM 04:48PM 05:03PM 03:13PM 03:37PM 03:57PM 05:03PM 05:18PM 05:11 PM 05:33PM 05:41 PM 05:18PM 05:33PM 05:48PM 05:48PM 05:56PM 06:03PM 06:03PM 06:10PM 06:15PM 06:15PM 06:22PM 06:27PM 04:15PM 04:30PM 04:45PM 05:OOPM 05:15PM 05:3OPM 05:45PM [06:OOPM [06:14PM 06:26PM 06:38PM 06:18PM 06:30PM 06:37PM 06:42PM 06:53PM 06:35PM 06:47PM 06:54PM 06:59PM 07:10PM 06:55PM 07:15PM 07:35PM 07:55PM 07:07PM 07:27PM 07:47PM 08:07PM 07:14PM 07:34PM 07:54PM 08:14PM 07:19PM 07:39PM 07:59PM 08:19PM 07:30PM 07:50PM 08:10PM 08:30PM CLOSE WINDOW 19v / hay/ /a chtiel http://www.ca.miami-dade.fl.us/transitlroutes/schedule. asp?R 1=WEEKDAY%©20&R2=C1... 7/ 1 8/2005 7:3 0 0 CC 0) Miami Int'I Airport (Lower Level) LeJeune Rd (42 Ave) NW 36 S Allapattah Metrorail Station Tri-Rall Airport Station IINZIP•e! NW 21 St a) z West Flagler St NW 33 St NW 36 St > • CO • CO • >l m C.) 0 III in • P.? 0 Omnilfll Bus Terminal Government 0) Center[ Metrorail Station i c>. Airport Owl k. WHEELC)tATB BIKE ACCESSIBLE ACCESSIBLE Arthur c& Godfrey Rd tti;i000"1171w Julia Tuttle Cswy 0) 0) 0 0 0 Lincoln Rd 5 St (J) a) CD 3 North Map not to scale • • • MIA COUNTY TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users (for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www.miamidade.goy/transit 236 AIRPORT OWL SCHEDULE SERVICE: WEEKDAY DIRECTION: CIRCULATOR (CC) Miami Airport Tri-Rail Miami Intl Airport Flagler St & 42 Ave SW 1 St & 1 Ct Lincoln Rd & Wash. Av 41 St & Collins Ave NE 36 St & Biscayne Blvd NW 36 St & 32 Ave Miami Intl Airport Miami Airport Tri-Ralf 11:17PM 11:20PM 11:28PM 11:45PM 12:08AM 12:16AM 12:27AM 12:44AM 12:55AM 12:58AM 12:17AM 12:20AM 12:28AM 12:45AM 01:08AM 01:16AM 01:27AM 01:44AM 01:55AM 01:58AM 01:17AM 01:20AM 01:28AM 01:45AM 02:08AM 02:15AM 02:25AM 02:42AM 02:52AM 02:55AM 02:17AM 02:20AM 02:27AM 02:44AM 03:07AM 03:14AM 03:24AM 03:41AM 03:51AM 03:54AM 03:17AM 03:20AM 03:27AM 03:44AM 04:07AM 04:14AM 04:24AM 04:41AM 04:51AM 04:54AM 04:17AM 04:20AM 04:27AM 04:44AM 05:07AM 05:14AM 05:24AM 05:41AM 05:51AM 05:54AM 05:17AM 05:34AM 05:57AM 06:04AM 06:14AM 05:07AM 05:10AM 06:31 AM 06:41AM 06:44AM CLOSE WINDOW http://www.co.miami-dade.fl.us/transit/routes/schedule.asp?R 1=WEEKDAY%20&R2=Circulator(CC)%20%20%©20%20%20%.,. 7/1 8/2005 • • • IAMI" COUNTY TRANSIT INFORMATION: 305-770-3131 Residents South of SW 216 St.: 305-891-3131 TTY Users {for deaf/hard of hearing): 305-654-6530 Monday -Friday, 6 a.m. to 10 p.m. Weekends, 9 a.m. to 5 p.m. www. miamidade.gov/transit 236 AIRPORT OWL SCHEDULE SERVICE: WEEKDAY DIRECTION: CIRCULATOR (CW) Miami Airport Tri-Rail Miami Intl Airport NW 36 St & 32 Ave NE 36 St & Biscayne Blvd 41 St & Indian Creek Lincoln Rd & Wash. Av Metro -Dade Government Center Flagler St & 42 Ave Miami Intl Airport Miami Airport Tri-Rail 11:47PM 11:50PM 11:59PM 12:14AM 12:23AM 12:31AM 12:55AM 01:12AM 01:19AM 01:22AM 12:47AM 12:50AM 12:59AM 01:14AM 01:23AM 01:31 AM 01:55AM 02:12AM 02:19AM 02:22AM 01:47AM 01:50AM 01:59AM 02:14AM 02:23AM 02:31AM 02:53AM 03:10AM 03:17AM 03:20AM 02:47AM 02:50AM 02:58AM 03:13AM 03:22AM 03:30AM 03:52AM 04:09AM 04:16AM 04:19AM 03:47AM 03:50AM 03:58AM 04:13AM 04:22AM 04:30AM 04:52AM 05:09AM 05:16AM 05:19AM 04:37AM 04:40AM 04:48AM 05:03AM 05:12AM 05:20AM 05:42AM 05:59AM 06:06AM 06:09AM` 05:37AM 05:40AM 05:48AM 06:03AM 06:12AM 06:20AM 06:42AM 06:59AM 07:06AM 07:09AM CLOSE WINDOW http://www,co.miami-dade.fus/transit/routes/schedule.asp?RI=WEEKDAY%20&R2=Circulator(CW)%©20%20%20%a20%20%... 7/18/2005 • • • Ridership Data • • • Route 6 Day Date Time Number of Passengers Direction Seats Standees Capacity Friday 10/10/2003 1704 1 NB 26 15 41 Friday 5/10/2002 1720 4 NB 26 15 41 Tuesday 3/22/2005 1422 8 SB 26 15 41 Tuesday 3/22/2005 1555 4 NB 26 15 41 Wednesday 2/12/2003 1701 2 NB 26 15 41 Average Per Direction Ridership Capacity NB 3 41 SB 8 41 • • • Route 11 Day Date Time Number of Passengers Direction Seats Standees Capacity Thursday 2/17/2005 1714 30 EB 38 15 53 Thursday 2/17/2005 1758 27 WB 38 15 53 Wednesday 10/20/2004 1729 32 EB 43 20 63 Wednesday 1/21/2004 1703 29 EB 38 15 53 Wednesday 1/21/2004 1748 12 WB 38 15 53 Tuesday 2/18/2003 1714 27 EB 62 20 82 Tuesday 2/18/2003 1755 27 WB 62 20 82 Wednesday 3/12/2003 1638 39 EB 38 15 53 Wednesday 3/12/2003 1719 16 WB 38 15 53 Wednesday 10/15/2003 1659 16 WB 38 15 53 Tuesday 11/25/2003 1714 6 EB 38 15 53 Tuesday 11/25/2003 1755 10 WB 38 15 53 Average Per Direction Ridership Capacity EB 27 60 WB 18 58 • • • Route 22 Day Date Time Number of Passengers Direction Seats Standees Capacity Tuesday 1/11/2005 1614 8 S13 38 15 53 Tuesday 1/11/2005 1614 12 NB 38 15 53 Tuesday 11/9/2004 1550 24 NB 38 15 53 Tuesday 8/3/2004 1534 13 SB 43 20 63 Wednesday 5/28/2003 1543 22 NB 38 15 53 Wednesday 5/28/2003 1841 3 NB 38 15 53 Tuesday 1/7/2003 1545 14 NB 42 20 62 Tuesday 1/7/2003 1854 10 SB 42 20 62 Average Per Direction Ridership Capacity NB 15 55 SB 10 59 • • • dagger Max 51 Day Date Tune Number of Passengers Direction Seats Standees Capacity Wednesday 3/30/2005 1713 5 EB 38 15 53 Tuesday 3/22/2005 1553 24 WB 38 15 53 Tuesday 3/22/2005 1749 17 EB 38 15 53 Thursday 5/1/2003 1718 13 EB 38 15 53 Tuesday 2/25/2003 1718 19 EB 38 15 53 Tuesday 2/25/2003 1528 37 WB 38 15 53 Monday 4/11/2005 1531 48 EB 38 15 53 Monday 4/11/2005 1728 28 WB 38 15 53 Wednesday 3/30/2005 1516 29 WB 38 15 53 Average Per Direction Ridership Capacity EB 20 53 WB 30 53 • • • Little Havana Circulator Day Date Time Number of Passengers Direction Seats Standees Capacity Wednesday 7/28/2004 1546 8 Counter Clockwise 26 15 41 Wednesday 7/28/2004 1637 3 Clockwise 26 15 41 Wednesday 7/28/2004 1730 8 Counter Clockwise 26 15 41 Wednesday 7/28/2004 1824 4 Clockwise 26 15 41 Monday 5/17/2004 1755 10 Counter Clockwise 26 15 41 Friday 3/14/2003 1536 5 Clockwise 26 15 41 Friday 3/14/2003 1632 3 Clockwise 26 15 41 Average Per Direction Ridership Capacity Clockwise 4 41 Counter Clockwise 9 41 • • • Summary Route NB/EB/CLOCKWISE SB/WB/COUNTER CLOCKWISE Average Ridership Average Capacity Average Ridership Average Capacity Route l l 27 60 18 58 Flagger Max 51 20 53 30 53 Route 6 3 41 8 41 Route 22 15 55 10 59 Little Havana Circulator 4 41 9 41 Total Ridership 69 • • • APPENDIX D: Existing Conditions (2005) SYNCHRO 6.0 Outputs • • • Miami -Dade County Public Works Department Existing Timing Plans • • • 2202_2223_3658.txt 2202 FLAGLER ST & W 22 AVE TIMING FOR DAY # 10 (SECTION TIME PT OFF WW F Y R NSW F G Y R NL Y R MIN: 4 18 12 1 5 0 22 25 24 18 4 1 7 12 9 4 1 5 4 1 230 21 25 24 18 4 1 7 12 9 4 1 5 4 1 315 24 25 24 18 4 1 7 12 9 4 1 5 4 1 345 21 25 24 18 4 1 7 12 9 4 1 5 4 1 600 1 25 24 18 4 1 7 12 9 4 1 5 4 1 700 5 28 28 18 4 1 7 12 15 4 1 5 4 1 900 2 2 5 24 18 4 1 7 12 9 4 1 5 4 1 930 1 25 24 18 4 1 7 12 9 4 1 5 4 1 1100 6 30 18 18 4 1 7 12 25 4 1 5 4 1 1400 1 25 24 18 4 1 7 12 9 4 1 5 4 1 1530 8 25 24 18 4 1 7 12 9 4 1 5 4 1 1600 7 25138 18 4 1125 4 11...55.441 1800 1 25 24 18 4 1 7 12 2330 20 25 24 18 4 1 7 12 9 4 1 5 4 1 ENTER NEXT PAGE # (1 DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET 2223 SW 22 AVE TIME PT OFF EW MIN: 7 & 1 ST TIMING FOR DAY # 10 (SECTION FYRNSWFGYRSLYR 16 18 1 5 0 22 25 22 16 4 1 7 18 1 4 2 10 4 1 230 21 25 22 16 4 1 7 18 1 4 2 10 4 1 315 24 25 22 16 4 1 7 18 1 4 2 10 4 1 345 21 25 22 16 4 1 7 18 1 4 2 10 4 1 600 1 26 22 16 4 1 7 18 1 4 2 10 4 1 700 5 25 25 16 4 1 7 18 7 4 2 11 4 1 900 2 26 22 16 4 1 7 18 1 4 2 10 4 1 930 1 26 22 16 4 1 7 18 1 4 2 10 4 1 1100 6 21 32 16 4 1 7 18 2 4 2 9 4 1 1400 1 26 22 16 4 1 7 18 1 4 2 10 4 1 1530 8 26 22 16 4 1 7 18 1 4 2 10 4 1 1600 7 34 j 32 16 4 1) j7 18 21 4 21110 4 11 1800 1 26 22 16 4 1 7 18 1 4 2 10 4 1 2330 20 25 22 16 4 1 7 18 1 4 2 10 4 1 ENTER NEXT PAGE # (1 DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET # 3`3'5 .} SZ s a srs 3658 BEACOM BLVD & SW 1 ST TIMING FOR DAY # 10 (SECTION TIME PT OFF EW F Y ACW F G Y MIN: 7 16 12 1 0 22 21 45 16 4 7 12 2 4 230 21 21 45 16 4 7 12 2 4 315 24 21 45 16 4 7 12 2 4 345 21 21 45 16 4 7 12 2 4 600 1 21 45 16 4 7 12 2 4 700 5 25 35 16 4 7 12 22 4 900 2 21 45 16 4 7 12 2 4 930 1 21 45 16 4 7 12 2 4 1100 6 17 35 16 4 7 12 22 4 1400 1 21 45 16 4 7 12 2 4 1530 8 21 45 16 4 7 12 2 4 1600 7 30 48 16 4 7 12 29 4 1800 1 21 45 16 4 7 12 2 4 2330 20 21 45 16 4 7 12 2 4 ENTER NEXT PAGE # (1 DIGIT), DAY # (2 DIGIT,99=HELP) OR ASSET # Page 1 69) S Y M CYC PAGE 4 90LATE NIG 6 90LATE NIG 7 90RECALL T 6 90LATE NIG 9010N 69 100AM PEAK 90POST AM 9010N 69 100NOON 9010N 69 90PRE PM P L12OPM PEAK 9010N 69 90EARLY NI # (4 DIGIT) 69) S Y M CYC PAGE 4 90LATE NIG 6 90LATE NIG 7 90RECALL T 6 90LATE NIG 9010N 69 100AM PEAK 90POST AM 9010N 69 100NOON 9010N 69 90PRE PM P 1120PM PEAK 9010N 69 90EARLY NI (4 DIGIT) / 2v s 69) 5 Y M CYC PAGE 4 6 90LATE NIG 6 90LATE NIG 7 90RECALL T 6 90LATE NIG 9010N 69 100AM PEAK 90POST AM 901ON 69 100NOON 9010N 69 90PRE PM P 12OPM PEAK 90ION 69 6 90EARLY NI (4 DIGIT) • 2005 P.M. Peak Hour Existing Timings • HCM Signalized Intersection Capacity Analysis Altos Plaza MUSP 1: Hagler Street & SW 22nd Avenue 2005 PM Peak -Existing Timings Movement Lane Configurations Ideal Flow (vphpf) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prat) Flt Permitted Satd. Flow (perm) W BL2 1900 WOL WI3T WBR NBL2 NBL NBT A 4llT* 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 0.81 0.81 1.00 0.95 1.00 0.98 1.00 1.00 0.95 0.99 0.95 1.00 1433 5876 1770 3523 0.95 0.99 0.08 1.00 1433 5876 152 3523 ififr NOR SST 1900 1900 4.0 0.95 0.96 1.00 3406 1.00 3406 SBR SBR2 1900 1900 Volume (vph) 207 393 1177 213 4 137 1101 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 213 405 1213 220 4 141 1135 RTOR Reduction (vph) 0 0 20 0 0 0 2 Lane Group Flow (vph) 0 399 1632 0 0 145 1169 Turn Type Perm Perm pm+pt pm+pt Protected Phases 8 5 5 2 Permitted Phases 8 8 2 2 Actuated Green, G (s) 56.0 54.0 Effective Green, g (s) 57.0 55.0 Actuated g!C Ratio 0.48 0.46 Clearance Time (s) 5.0 4.0 Vehicle Extension (s) 3.0 3.0 Lane Grp Cap (vph) 681 v!s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary c0.28 0.59 22.9 1.00 3.7 26.6 C 56.0 57.0 0.48 5.0 3.0 2791 0.28 0.58 22.9 1.00 0.9 23.8 C 24.3 C 151 c0.05 c0.39 0.96 27.6 2.03 48.0 104.1 F 54.0 55.0 0.46 5.0 3.0 1615 0.33 0.72 26.3 0.50 1,1 14.3 I3 24.2 C 35 889 0.97 0.97 36 916 0 9 0 1215 6 44.0 45.0 0.38 5.0 3.0 1277 0.36 0.95 36.4 1.00 15.0 51.4 D 51.4 D 147 151 0.97 0.97 152 156 0 0 0 0 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 31.5 0.76 120.0 75.7% 15 HCM Level of Service Sum of lost time (s) iCU Level of Service C 8.0 D G:1042617000-573 Altos\Calcs\Synchrolexisting 2005.sy7 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis Altos Plaza MUSP 2: SW 1st Street & SW 22nd Avenue 2005 PM Peak -Existing Timings Movement EBL Lane Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) 300 Peak -hour factor, PHF 0,97 Adj. Flow (vph) 309 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary -- 41- 4,, 4\ EBT EBR WBL WBT WBR NBL 4fit 1900 1900 1900 1900 1900 1900 4.0 0.86 1.00 0.99 6337 0.99 6337 1299 21 0 0 0 0 0.97 0.97 0.97 0.97 0.97 0.97 1339 22 0 0 0 0 1 0 0 0 0 0 1669 0 0 0 0 0 4 48.0 49.0 0.41 5.0 3.0 2588 0.26 0.64 28.5 1.00 1.3 29.8 C 29.8 0.0 A NBT NBR SBU SBL SBT A ++ 1900 1900 1900 1900 1900 4.0 4.0 4.0 0.95 1.00 0.95 0.98 1.00 1.00 1.00 0.95 1.00 3473 1770 3539 1.00 0.09 1.00 3473 167 3539 932 133 16 261 897 0.97 0.97 0.92 0.97 0.97 961 137 17 269 925 10 0 0 0 0 1088 0 0 286 925 pm+pt pm+pt 2 1 1 6 6 6 46.0 62.5 62.5 48.0 63.0 63.0 0.40 0.52 0.52 6.0 5.0 4.5 3.0 3.0 3.0 1389 235 1858 0.31 c0.11 0.26 c0.53 0.78 1.22 0.50 31.5 32.5 18.3 1.00 1.87 0.93 4.5 117.0 0.5 35.9 177.7 17.6 © F B 35.9 55.4 D E HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 39.3 0.95 120.0 79.1% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 G:1042617000-573 Altos\Calcs\Synchrolexisting 2005.sy7 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 1 HCM Signalized Intersection Capacity Analysis 2: SW 1st Street & SW 22nd Avenue Altos Plaza MUSP 2005 PM Peak -Existing Timings • Movement SBR • • La$'Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prat) Flt Permitted Satd. Flow (perm) Volume (vph) 0 Peak -hour factor, PHF 0.97 Adj. Flow (vph) 0 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS intersection Summary GA042617000-573 Altos\Calcs\Synchro\existing 2005.sy7 Synchro 6 Report Page 2 Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 16: SW 2nd Street & SW 22nd Avenue 2005 PM Peak -Existing Timings Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 'I 44 414 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 2 0 24 0 0 0 49 1108 0 0 902 20 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 2 0 25 0 0 0 51 1142 0 0 930 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 236 pX, platoon unblocked 0.83 0.83 0.83 0.83 0.83 0.83 vC, conflicting volume 1612 2184 475 1733 2194 571 951 1142 vC1, stage 1 conf vol 940 940 1243 1243 vC2, stage 2 conf vol 672 1243 490 951 vCu, unblocked vol 1534 2221 165 1679 2233 571 737 1142 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 100 96 100 100 100 93 100 cM capacity (veh/h) 187 141 706 136 133 464 718 607 Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 Volume Total 27 0 51 762 381 465 486 Volume Left 2 0 51 0 0 0 0 Volume Right 25 0 0 0 0 0 21 cSH 582 1700 718 1700 1700 607 1700 Volume to Capacity 0.05 0.00 0.07 0.45 0.22 0.00 0.29 Queue Length 95th (ft) 4 0 6 0 0 0 0 Control Delay (s) 11.5 0.0 10.4 0.0 0.0 0.0 0.0 Lane LOS B A B Approach Delay (s) 11.5 0.0 0.4 0.0 Approach LOS B A Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchrolexisting 2005.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 19: SW 2nd Terrace & SW 22nd Avenue 2005 PM Peak -Existing Timings -'► 7 c 4- 4\ t P , 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 ?. 4i Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 7 0 20 5 0 14 14 1047 10 7 889 10 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 7 0 21 5 0 14 14 1079 10 7 916 10 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 506 pX, platoon unblocked 0.83 0.83 0.83 0.83 0.83 0.83 vC, conflicting volume 1519 2055 463 1607 2055 545 927 1090 vC1, stage 1 conf vol 936 936 1113 1113 vC2, stage 2 conf vol 583 1119 493 941 vCu, unblocked vol 1424 2065 159 1529 2065 545 714 1090 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 IF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 100 97 97 100 97 98 99 cM capacity (veh/h) 201 158 716 168 158 483 736 636 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 28 20 554 550 465 469 Volume Left 7 5 14 0 7 0 Volume Right 21 14 0 10 0 10 cSH 430 323 736 1700 636 1700 Volume to Capacity 0.06 0.06 0.02 0.32 0.01 0.28 Queue Length 95th (ft) 5 5 1 0 1 0 Control Delay (s) 14.0 16.9 0.5 0.0 0.3 0.0 Lane LOS B C A A Approach Delay (s) 14.0 16.9 0.3 0.2 Approach LOS B C Intersection Summary Average Delay 0.6 intersection Capacity Utilization 49.2% ICU Level of Service A Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchro\existing 2005.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 7: SW 3rd Street (North) & SW 22nd Avenue 2005 PM Peak -Existing Timings Movement WBL WBR NBT NBIR SBL SBT Lane Configurations ¥ ti 11 ft Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 65 89 1015 72 61 858 Peak Hour Factor 0.99 0,99 0.99 0.99 0.99 0.99 Hourly flow rate (vph) 66 90 1025 73 62 867 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL Median storage veh) 1 Upstream signal (ft) 676 pX, platoon unblocked 0.85 vC, conflicting volume 1618 549 1098 vC1, stage 1 conf vol 1062 vC2, stage 2 conf vol 557 vCu, unblocked vol 1550 549 1098 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 68 81 90 cM capacity (veh/h) 208 480 631 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 156 684 414 62 433 433 Volume Left 66 0 0 62 0 0 Volume Right 90 0 73 0 0 0 cSH 309 1700 1700 631 1700 1700 Volume to Capacity 0.50 0.40 0.24 0.10 0.25 0.25 Queue Length 95th (ft) 67 0 0 8 0 0 Control Delay (s) 27.9 0.0 0.0 11.3 0.0 0.0 Lane LOS D B Approach Delay (s) 27.9 0.0 0.8 Approach LOS D Intersection Summary Average Delay 2.3 Intersection Capacity Utilization 52.8% ICU Level of Service A Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchro\existing 2005.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 22: SW 3rd Street (South) & SW 22nd Avenue 2005 PM Peak -Existing Timings #1 I Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations 414 1t Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 14 29 13 29 1074 911 12 Peak Hour Factor 0.99 0.99 0.92 0.99 0.99 0.99 0.99 Hourly flow rate (vph) 14 29 0 29 1085 920 12 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL Median storage veh) 1 Upstream signal (ft) 766 pX, platoon unblocked 0,85 0,85 0.00 0.85 vC, conflicting volume 1527 466 0 932 vC1, stage 1 conf vol 926 vC2, stage 2 conf vol 601 vCu, unblocked vol 1445 198 0 746 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) - 5.8 tF (s) 3.5 3.3 0.0 2,2 p0 queue free % 94 96 0 96 cM capacity (veh/h) 237 690 0 730 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 Volume Total 43 29 542 542 613 319 Volume Left 14 29 0 0 0 0 Volume Right 29 0 0 0 0 12 cSH 425 730 1700 1700 1700 1700 Volume to Capacity 0.10 0.04 0.32 0.32 0.36 0.19 Queue Length 95th (ft) 8 3 0 0 0 0 Control Delay (s) 14.4 10.1 0.0 0.0 0.0 0.0 Lane LOS B B Approach Delay (s) 14.4 0.3 0.0 Approach LOS B intersection Summary Average Delay 0.4 Intersection Capacity Utilization 42.2% ICU Level of Service A Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchro\existing 2005.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. • • HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 10: SW 1st Street & SW 21 st Court 2005 PM Peak -Existing Timings Movement EBL EBT EBR WBL WBT WBR NSL NBT NBR SBL SBT SBR Lane Configurations 4111, ' 4 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 34 1479 25 0 0 0 0 12 14 37 13 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 37 1625 27 0 0 0 0 13 15 41 14 0 Pedestrians Lane Width (ft) Walking Speed (tt/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 237 pX, platoon unblocked 0.82 0.82 0.82 0.82 0.82 0.82 vC, conflicting volume 0 1653 1721 1714 420 503 1727 0 vC1, stage 1 conf Vol vC2, stage 2 conf Vol vCu, unblocked vol 0 1128 1211 1202 0 0 1219 0 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 100 91 98 95 90 100 cM capacity (veh/h) 1622 503 102 146 886 751 143 1084 Direction, Lane # EB 1 EB 2 EB 3 EB 4 NB 1 SB 1 Volume Total 308 542 542 298 29 55 Volume Left 37 0 0 0 0 41 Volume Right 0 0 0 27 15 0 cSH 1622 1700 1700 1700 266 357 Volume to Capacity 0.02 0.32 0.32 0.18 0.11 0.15 Queue Length 95th (ft) 2 0 0 0 9 13 Control Delay (s) 1.1 0.0 0.0 0.0 20.2 16.9 Lane LOS A C C Approach Delay (s) 0.2 20.2 16.9 Approach LOS C C Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 38.4% ICU Level of Service A Analysis Period (min) 15 • G:1042617000-573 Altos\CaIcs\Synchro\existing 2005.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. Kimley-Horn and Associates, Inc. HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 14: SW 2nd Street & SW 21st Court 2005 PM Peak -Existing Timings Movement WBL WBR NBT NBR SBL SBT Lane Configurations 4 Sign Control Stop Free Free Grade 0% 0% 0% Volume (vehih) 5 10 22 5 7 28 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 Hourly flow rate (vph) 6 13 28 6 9 35 Pedestrians Lane Width (ft) Walking Speed (ftis) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 84 31 34 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 84 31 34 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 99 99 cM capacity (veh/h) 912 1043 1577 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 19 34 44 Volume Left 6 0 9 Volume Right 13 6 0 cSH 996 1700 1577 Volume to Capacity 0.02 0.02 0.01 Queue Length 95th (ft) 1 0 0 Control Delay (s) 8.7 0.0 1.5 Lane LOS A A Approach Delay (s) 8.7 0.0 1.5 Approach LOS A Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 17.5% ICU Level of Service A Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchro\existing 2005.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, inc. HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 12: SW 3rd Street (North) & SW 21 st Court 2005 PM Peak -Existing Timings Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 24 116 126 6 7 24 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 27 130 142 7 8 27 Pedestrians Lane Width (ft) Walking Speed (tt/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 148 329 145 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 148 329 145 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 99 97 cM capacity (veh/h) 1433 653 902 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 157 148 35 Volume Left 27 0 8 Volume Right 0 7 27 cSH 1433 1700 831 Volume to Capacity 0.02 0.09 0.04 Queue Length 95th (ft) 1 0 3 Control Delay (s) 1.4 0.0 9.5 Lane LOS A A Approach Delay (s) 1.4 0.0 9.5 Approach LOS A Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 27.8% ICU Level of Service A Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchro\existing 2005.sy7 Synchro 6 Report Page 1 0 0 APPENDIX E: Growth Trend Analyses • • • • FDOT Historical Count Information Print Date: July 22, 2005 Florida Depai l!tient of Transportation Transportation Statistics Office 2004 Historical AADT Report County: 87 - DADE 'te: 5101 Description: SR 968/EB SW 1 ST, 200' W SW 17 AV r AADT Direction 1 Direction 2 K Factor D Factor T Factor 004 C 23,000 E 23,000 0 0.08 1.00 9.70 2003 C 22,500 E 22,500 W 0 0.08 1.00 5.80 2002 C 25,500 E 25,500 W 0 0.09 1.00 4.60 2001 C 24,000 E 24,000 W 0 0.08 1.00 5.30 2000 C 25,000 E 25,000 W 0 0.08 1.00 4.40 1999 C 23,000 E 23,000 W 0 0.09 1.00 3.90 1998 C 24,000 E 24,000 W 0 0.09 1.00 2.70 1997 C 21,500 E 21,500 W 0 0.09 1.00 5.20 1996 C 21,500 E 21,500 W 0 0.09 1.00 5.40 1995 C 22,500 E 22,500 W 0 0.08 0.63 5.40 1994 C 26,000 E 0 W 0 0.09 0.60 4.40 1993 C 25,000 E 0 W 0 0.00 0.00 0.00 1992 C 24,000 E 0 W 0 0.00 0.00 0.00 1991 22,917 E 0 W 0 0.00 0.00 0.00 1990 19,589 E 0 W 0 0.00 0.00 0.00 1989 44,182 E 21,482 W 22,700 0.00 0.00 0.00 1988 42,042 E 20,132 W 21,910 0.00 0.00 0.00 1985 39,837 E 21,633 W 18,204 0.00 0.00 0.00 • • AADT Flags: C - Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T =Third Year Est; X = Unknown Page 1 Print Date: July 22, 2005 Florida Depai Intent of Transportation Transportation Statistics Office 2004 Historical AADT Report County: 87 - DADE 0r: 5102 Description: SR 968/FLAGLER ST/WB, 200' W SW 17 AV AADT Direction 1 Direction 2 K Factor D Factor T Factor C 20,500 0 W 20,500 0.08 1.00 9.70 2003 C 20,000 E 0 W 20,000 0.08 1.00 5.80 2002 C 22,500 E 0 W 22,500 0.09 1.00 4.60 2001 C 21,500 E 0 W 21,500 0.08 1.00 5.30 2000 C 21,500 E 0 W 21,500 0.08 1.00 4.40 1999 C 20,500 E 0 W 20,500 0.09 1.00 3.90 1998 C 21,500 E 0 W 21,500 0.09 1.00 2.70 1997 C 19,500 E 0 W 19,500 0.09 1.00 5.20 1996 C 19,000 E 0 W 19,000 0.09 1.00 5.40 1995 C 19,000 E 0 W 19,000 0.08 0.63 10.30 1994 C 22,500 E 0 W 0 0.09 0.60 2.40 1993 C 21,000 E 0 W 0 0.00 0.00 0.00 1992 C 22,000 E 0 W 0 0.00 0.00 0.00 1991 21,532 E 0 W 0 0.00 0.00 0.00 1990 20,065 E 0 W 0 0.00 0.00 0.00 • • AADT Flags: C = Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T =Third Year Est; X = Unknown Page 1 Print Date: July 22, 2005 Florida Depar trnent of Transportation Transportation Statistics Office 2004 Historical AADT Report County: 87 - DADE ilir: 0097 Description: SR 968/FLAGLER ST, 400' W OF NW/SW 27 AVE. AADT Direction 1 Direction 2 K Factor D Factor T Factor 004 C 43,500 E 21,500 W 22,000 0.08 0.67 19.70 2003 C 37,500 E 19,000 W 18,500 0.08 0.54 4.10 2002 C 48,500 E 24,000 W 24,500 0.09 0.68 4.10 2001 C 39,500 E 19,500 W 20,000 0.08 0.54 2.50 2000 C 41,500 E 20,500 W 21,000 0.08 0.53 5.40 1999 C 39,000 E 20,000 W 19,000 0.09 0.53 3.90 1998 C 35,500 E 17,500 W 18,000 0.09 0.53 2.70 1997 C 32,500 E 16,000 W 16,500 0.09 0.65 5.20 1996 C 33,500 E 17,000 W 16,500 0.09 0.53 5.40 1995 C 28,000 E 12,500 W 15,500 0.08 0.63 10.30 1994 C 36,500 E 19,000 W 17,500 0.09 0.60 2.40 1993 C 34,000 E 18,000 W 16,000 0.00 0.00 0.00 1991 30,428 E 0 W 0 0.00 0.00 0.00 1990 32,009 E 0 W 0 0.00 0.00 0.00 1989 34,838 E 0 W 0 0.00 0.00 0.00 1988 28,898 E 0 W 0 0.00 0.00 0.00 1985 28,077 E 0 W 0 0.00 0.00 0.00 • • AADT Flags: C = Computed; E = Manual Estimate; F = First Year Est; S = Second Year Est; T =Third Year Est; X = Unknown Page • • Growth Trend Analyses • • • TRAFFIC TRENDS SR 9681EB SW 1ST ST -- 200' W SW 17 AV 30000 25000 co 9 20000 r 15000 10000 m 5000 0 County: Station #: Highway: Miami -Dade 87-5101 SR 9681E SW 1ST ST 2000 Observed Count Fitted Curve 2005 2010 Year 2015 2020 "Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2004 to Design Year): Printed: -550 46.5% -2.19°1° -2.40% 25-Jul-05 Straight twine Growth Option 2025 Year Traffic (ADT/AADT) Count* Trend** 2000 25000 25100 2001 24000 24600 2002 25500 24000 2003 22500 23500 2004 23000 22900 2006 Opening Year Trend 2006 N/A 21800 2 07 Mid -Year Trend 2007 N/A 21300 20 8 Design Year Trend 2008 N/A 20700 TRANFLAN Forecasts/Trends *Axle -Adjusted • • TRAFFIC TRENDS SR 9681FLAGLER STIWB -- 200' W SW 17 AV 2000 C1 co 0 15000 U_ i0 M 10000 ca En co 0 500 " Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2004 to Design Year); Printed: -350 32.2% -1.60% -1.71% 25-JuI-05 Straight Line Growth Option County: Station #: Highway: Miami -Dade 87-5102 SR 968/FLAGLER ST/WB Traffic (ADT/AADT) Year Count* Trend** 2000 21500 21900 2001 21500 21600 2002 22500 21200 2003 20000 20900 2004 20500 20500 2006 Opening Year Trend 2006 N/A 19800 2007 Mid -Year Trend 2007 N/A 19500 20 8 Design Year Trend 2008 N/A 19100 TRANPLAN Forecasts/Trends *Axle -Adjusted • • TRAFFIC TRENDS SR 968IFLAGLER ST -- 200' W OF NW/SW 27 AVENUE 60000 50000 57. w 40000 30000 0 20000 m 10000 County: Station #: Highway: Observed Count Fitted Curve 2000 I I I I i I 1 I 4 1 I 2005 2010 Year 2015 2020 ** Annual Trend Increase: Trend R-squared: Trend Annual historic Growth Rate: Trend Growth Rate (2004 to Design Year): Printed: 200 0.6% 0.48% 0.47% 25-Ju-05 Straight Line Growth Option 2025 Miami -Dade 87-0097 SR 968/FLAGLER ST Traffic (ADT/AADT) Year Count* Trend** 2000 41500 41700 2001 39500 41900 2002 48500 42100 2003 37500 42300 2004 43500 42500 2006 Opening Year Trend 2006 N/A 42900 2 07 Mid -Year Trend 2007 N/A 43100 20 8 Design Year Trend 2008 NIA 43300 TRANFLAN ForecaatsJTrends * *Axle•Adjusted APPENDIX F: Cardinal Trip Distribution • • • Miami -Dade Interim 2005 Cost Feasible Plan DIRECTIONAL DISTRIBUTION SUMMARY ORIGIN ! CARDINAL DIRECTIONS ! TOTAL ZONE NNE ENE ESE SSE SSW WSW WNW NNW 751 TRIPS 171 179 235 133 201 204 191 181 1495 PERCENT 11.44 11.97 15.72 8.90 13.44 13.65 12.78 12.11 752 TRIPS 140 132 174 37 229 137 174 133 1156 PERCENT 12.11 11.42 15.05 3.20 19.81 11.85 15.05 11.51 753 TRIPS 1502 564 1029 355 761 1382 1043 888 7524 PERCENT 19.96 7.50 13.68 4.72 10.11 18.37 13.86 11.80 754 TRIPS 1202 802 1170 337 673 1255 1208 1317 7964 PERCENT 15.09 10.07 14.69 4.23 8.45 15.76 15.17 16.54 755 TRIPS 1300 1515 798 162 558 1462 1682 1737 9214 PERCENT 14.11 16.44 8.66 1.76 6.06 15.87 18.25 18.85 756 TRIPS 2251 1940 935 303 914 1861 1676 1437 11317 PERCENT 19.89 17.14 8.26 2.68 8.08 16.44 14.81 12.70 757 TRIPS 1471 757 1142 263 634 1069 1064 878 7278 PERCENT 20.21 10.40 15.69 3.61 8.71 14.69 14.62 12.06 758 TRIPS 1057 729 895 169 684 1424 1284 1005 7247 PERCENT 14.59 10.06 12.35 2.33 9.44 19.65 17.72 13.87 759 TRIPS 2112 2030 904 655 1235 1717 1990 1613 12256 PERCENT 17.23 16.56 7.38 5.34 10.08 14.01 16.24 13.16 760 TRIPS 499 455 166 117 353 488 441 398 2917 PERCENT 17.11 15.60 5.69 4.01 12.10 16.73 15.12 13.64 761 TRIPS 1655 1093 1159 480 1004 1275 998 1549 9213 PERCENT 17.96 11.86 12.58 5.21 10.90 13.84 10.83 16.81 762 TRIPS 458 906 552 154 667 470 628 538 4373 PERCENT 10.47 20.72 12.62 3.52 15.25 10.75 14.36 12.30 763 TRIPS 436 536 377 253 452 449 476 565 3544 PERCENT 12.30 15.12 10.64 7.14 12.75 12.67 13.43 15.94 764 TRIPS 541 1094 312 237 662 452 864 630 4792 PERCENT 11.29 22.83 6.51 4.95 13.81 9.43 18.03 13.15 765 TRIPS 761 1178 701 436 975 666 887 992 6596 PERCENT 11.54 17.86 10.63 6.61 14.78 10.10 13.45 15.04 51 - 1/18/05 10 • • APPENDIX G: Volume Development Worksheets PEAK HOUR DETERMINATION STUDY AREA INTERSECTION TOTALS PM Peak Hour Description 4:00 4.15 4:30 4:45 5:00 5:15 5:30 5:45 SW 21st Court & Sw 1st Street 371 310 375 398 362 416 368 376 SW 21st Court & SW 2nd Street 10 15 17 22 16 15 19 23 SW 21 st Court & Sw 3rd Street 66 76 78 55 63 77 66 81 SW 22nd Avenue & SW 1st Street 828 818 801 824 923 941 896 873 SW 22nd Avenue & SW 2nd Street 447 462 426 436 513 507 503 464 SW 22nd Avenue & SW 3rd Street 469 537 461 483 523 533 520 528 SW 22nd Avenue & SW 2nd Terrace 439 478 415 435 490 469 481 469 SW 22nd Avenue & W -Hagler Street/Beacon Boulevard 937 856 906 892 1018 1085 1081 1018 3567 3552 3479 3550 3908 4043 3934 3832 Totals 14148 14489 14980 15435 15717 g:'0426J 9004)-573 atras c frArtme.xls!peak hour 9/12/2005 9:15 • • I vmlM ey-orn and Associates, Inc. Copyright D 2004, Kimley-Horn mid Assorfares, Inc Peak flour 5PM-6PM • • • VOLUME DEVELOPMENT SHEET SW 21st Court & W Flagler Street PM PEAK HOUR Description Left SW 21st Court Southbound Right W Left Flagler Street Westbound Right Left SW 21st Court Northbound Right Left W Flagler Street Eastbound Right Through Through Through Through 2005 Existing Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Peak Season Category Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 2005 Peak Season 0 0 0 0 0 0 0 0 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 0 0 0 0 0 0 0 0 0 0 0 2008Background Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Project Traffic 0 0 0 13 9 0 57 0 0 0 0 0 Pass -By Traffic 0 0 0 0 0 0 0 0 0 0 0 0 2008 Total Traffic 0 0 0 13 9 0 57 0 0 0 0 0 • • • VOLUME DEVELOPMENT SHEET SW 2lst Court & SW lst Street PM PEAK HOUR Description Left SW 21st Court Southbound Right Left SW lst Street Westbound Rht Left SW 21st Court Northbound Right Left SW 1st Street Eastbound Right Through Through Through Through 2005 Existing Traffic 35 12 0 0 0 0 0 11 13 32 1395 24 Peak Season Category Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 2005 Peak Season 37 13 0 0 0 0 0 12 14 34 1479 25 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 1 0 0 0 0 0 0 0 0 1 22 0 2008 Background Traffic 38 13 0 0 0 0 0 12 14 35 1501 25 Project Traffic 0 13 0 0 0 0 0 57 9 0 20 19 Pass -By Traffic 0 0 0 0 0 0 0 0 18 0 -18 18 2008 Total Traffic 38 26 0 0 0 0 0 69 41 35 1503 62 $ • • • VOLUME DEVELOPMENT SHEET SW 21st Court & SW 2nd Street PM PEAK HOUR Description Left SW 21st Court Southbound Right Left SW 2nd Street Westbound Right Left SW 21st Court Northbound Right Left SW 2nd Street Eastbound Right Through Through Through Through 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2008Background Traffic Project Traffic Pass -By Traffic 2008 Total Traffic 7 1.06 26 1.06 0 1.06 5 1.06 0 1.06 9 1.06 0 1.06 21 1.06 5 1.06 0 1.06 0 1.06 0 1.06 7 28 0 5 0 10 0 22 5 0 0 0 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0 7 0 0 0 28 31 18 0 0 0 0 0 5 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 22 64 18 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 77 0 5 0 10 0 104 5 0 0 0 • • • VOLUME DEVELOPMENT SHEET SW 21st Court & SW 3rd Street (North) PM PEAK HOUR SW 21st Court SW 3rd Street (North) SW 21st Court SW 3rd Street (North) Southbound Westbound Northbound Eastbound Description Left Through Right Left Through Right Left Through Right Left Through Right 2005 Existing Traffic 7 0 23 0 119 6 0 0 0 23 109 0 Peak Season Category Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 2005 Peak Season 7 0 24 0 126 6 0 0 0 24 116 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 0 0 0 2 0 0 0 0 0 2 0 2008Background Traffic 7 0 24 0 128 6 0 0 0 24 118 0 Project Traffic 6 0 I4 0 2 3 0 0 0 43 2 0 Pass -By Traffic 0 0 0 0 0 0 0 0 0 0 0 0 2008 Total Traffic 13 0 38 0 130 9 0 0 0 67 120 0 • • • VOLUME DEVELOPMENT SHEET SW 21st Court & Garage PM PEAK HOUR SW 21st Court Garage SW 21st Court Garage Southbound Westbound Northbound Eastbound Description Left Through Right Left Through Right Left Through Right Left Through Right 2005 Existing Traffic 0 31 0 0 0 0 0 28 0 0 0 0 Peak Season Category Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 2005 Peak Season 0 33 0 0 0 0 0 30 0 0 0 0 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% Background Growth 0 0 0 0 0 0 0 0 0 0 0 0 2008Background Traffic 0 33 0 0 0 0 0 30 0 0 0 0 Project Traffic 0 0 31 0 0 0 46 0 0 64 0 20 Pass -By Traffic 0 0 18 0 0 0 0 0 0 18 0 0 2008 Total Traffic 0 33 49 0 0 0 46 30 0 82 0 20 • • VOLUME DEVELOPMENT SHEET SW 21st Court & Residential Drop -Off PM PEAK HOUR SW 21st Court Residential Drop -Off SW 21st Court Residential Drop -Off Southbound Westbound Northbound Eastbound Description Left Through Right Left Through Right Left Through Right Left Through Right 2005 Existing Traffic 0 36 0 0 0 0 0 30 0 0 0 0 Peak Season Category Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 2005 Peak Season 0 38 0 0 0 0 0 32 0 0 0 0 Annual Growth Rate 0.5% 0,5% 0.5% 0.5% 0.5% 0,5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%, Background Growth 0 1 0 0 0 0 0 0 0 0 0 0 2008Background Traffic 0 39 0 0 0 0 0 32 0 0 0 0 Project Traffic 0 31 1 0 0 0 0 64 0 1 0 0 Pass -By Traffic 0 18 0 0 0 0 0 18 0 0 0 0 2008 Total Traffic 0 88 1 0 0 0 0 114 0 1 0 0 • • VOLUME DEVELOPMENT SHEET SW 22nd Avenue & SW 1st Street PM PEAK HOUR Description U-Turn SW 22nd Avenue Southbound Right Left SW 1st Street Westbound Right Left SW 22nd Avenue Northbound Right Left SW 1st Street Eastbound Right Left Through Through Through Through 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2008 Background Traffic Project Traffic Pass -By Traffic 2008 Total Traffic 15 1.06 240 1.06 846 1.06 0 1.06 0 1.06 0 1.06 0 1.06 0 1.06 879 1.06 125 1.06 283 1.06 1225 1.06 20 1.06 16 254 897 0 0 0 0 0 932 133 300 1299 21 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0 16 0 0 4 258 0 0 14 911 41 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 946 29 21 2 135 20 0 5 305 0 0 20 1319 19 0 0 21 13 0 16 258 973 0 0 0 0 0 996 155 305 1338 34 • • • VOLUME DEVELOPMENT SHEET SW 22nd Avenue & SW 2nd Street PM PEAK HOUR Description SW Left 22nd Avenue Southbound Left Driveway Westbound Right Left SW 22nd Avenue Northbound Left SW 2nd Street Eastbound Right Through Right Through Through Right Through 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2008 Background Traffic Project Traffic Pass -By Traffic 2008 Total Traffic 0 1.06 851 1.06 19 1.06 0 1.06 0 1.06 0 1.06 46 1.06 1045 1.06 0 1.06 2 1.06 0 1.06 23 1.06 0 902 20 0 0 0 49 1108 0 2 0 24 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%0 0.5% 0.5% 0.5% 0 0 0 0 14 916 54 21 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 50 0 0 17 1125 49 21 0 0 0 0 0 2 0 0 0 0 0 0 0 24 0 0 0 991 20 0 0 0 50 1195 0 2 0 24 • • • VOLUME DEVELOPMENT SHEET SW 22nd Avenue & SW 3rd Street (South) PM PEAK HOUR Description SW 22nd Avenue Southbound SW 3rd Street (South) Westbound SW 22nd Avenue Northbound SW 3rd Street (South) Eastbound Left Through Right Left Through Right U-Turn Left Through Right Left Through Right 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2008 Background Traffic Project Traffic Pass -By Traffic 2008 Total Traffic 0 859 11 1.06 1.06 1.06 0 0 0 1.06 1.06 1.06 12 27 1013 0 1.06 1.06 1.06 1.06 13 0 27 1.06 1.06 1.06 0 911 12 0 0 0 13 29 1074 0 14 0 29 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0,5% 0.5% 0.5% 0.5% 0 14 0 0 925 12 0 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 13 29 1090 0 0 0 17 0 0 0 0 0 0 0 0 14 0 29 0 0 0 0 0 0 0 946 12 0 0 0 13 29 1107 0 14 0 29 • • • VOLUME DEVELOPMENT SHEET SW 22nd Avenue & SW 3rd Street (North) PM PEAK HOUR Description SW 22nd Avenue Southbound SW 3rd Street (North) Westbound SW 22nd Avenue Northbound SW 3rd Street (North) Eastbound Left Through Right Left Through Right U-Turn Left Through Right Left Through Right 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2008 Background Traffic Project Traffic Pass -By Traffic 2008 Total Traffic 58 809 0 1.06 1.06 1.06 61 0 84 1.06 1.06 1.06 0 0 958 68 1.06 1.06 1.06 1.06 0 0 0 1.06 1.06 1.06 61 858 0 65 0 89 0 0 1015 72 0 0 0 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 1 13 0 62 871 0 34 7 0 0 0 0 1 0 1 66 0 90 14 0 2 0 0 0 0 0 15 1 0 0 1030 73 0 0 6 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 96 878 0 80 0 92 0 0 1036 84 0 0 0 • • • VOLUME DEVELOPMENT SHEET SW 22nd Avenue & SW 2nd Terrace PM PEAK HOUR Description SW Left 22nd Avenue Southbound Left Driveway Westbound Right Left SW 22nd Avenue Northbound Left SW 2nd Terrace Eastbound Right Through Right Through Through Right Through 2005 Existing Traffic 7 839 9 5 0 13 13 988 9 7 0 19 Peak Season Category Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 2005 Peak Season 7 889 10 5 0 14 14 1047 10 7 0 20 Annual Growth Rate 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0,5% Background Growth 0 13 0 0 0 0 0 16 0 0 0 0 2008 Background Traffic 0 902 10 0 0 0 14 1063 10 7 0 20 Project Traffic 22 32 0 9 0 49 0 0 8 0 0 0 Pass -By Traffic 30 -9 0 9 0 33 0 -12 12 0 0 0 2008 Total Traffic 52 925 10 18 0 82 14 1051 30 7 0 20 • • • VOLUME DEVELOPMENT SHEET SW 22nd Avenue PM PEAK HOUR W Flagler Street/Beacon Boulevard Description SW 22nd Avenue Southbound Right Left W Flagler Street/Beacon Boulevard Westbound SW 22nd Avenue/Beacon Boulevard Northbound W Flagler Street/Beacon Boulevard Eastbound Left Through Thru-Beacn Thru-Beacon Through Right Left -Beacon left Through Right- From Beacon Left Through Right 2005 Existing Traffic Peak Season Category Factor 2005 Peak Season Annual Growth Rate Background Growth 2008 Background Traffic Project Traffic Pass -By Traffic 2008 Total Traffic 0 839 139 1.06 1.06 1.06 142 1.06 _ 195 1.06 371 1110 201 1.06 1.06 1.06 4 129 1039 33 1.06 1.06 1.06 1.06 0 0 0 1.06 1.06 1.06 0 889 147 151 207 393 1177 213 4 137 1101 35 0 0 0 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0 13 2 0 902 149 0 32 0 0 0 0 2 153 0 0 3 210 9 21 6 18 3 399 1195 216 0 28 29 0 -21 0 0 2 17 1 4 139 1118 36 0 14 15 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 934 149 153 240 399 1202 245 4 174 1133 36 0 0 0 1 • • • APPENDIX H: Future Conditions (2008 With Project) SYNCHRO 6.0 Outputs • • • 2008 (With Project) PM Peak Hour Existing Timings • • HCM Signalized Intersection Capacity Analysis Altos Plaza MUSP 1: Flagler Street & SW 22nd Avenue 2008 PM Peak Total Traffic -Existing Timings Movement WBL2 WBL Lane Configurations Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 4,0 Lane Util. Factor 0.81 Frt 1.00 Fit Protected 0.95 Satd. Flow (prot) 1433 Fit Permitted 0.95 Satd. Flow (perm) 1433 Volume (vph) 240 399 Peak -hour factor, PHF 0.97 0.97 Adj. Flow (vph) 247 411 RTOR Reduction (vph) 0 0 Lane Group Flow (vph) 0 419 Turn Type Perm Perm Protected Phases Permitted Phases 8 8 Actuated Green, G (s) 56.0 Effective Green, g (s) 57.0 Actuated g/C Ratio 0.48 Clearance Time (s) 5.0 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 681 vis Ratio Prot v/s Ratio Perm c0.29 v/c Ratio 0.62 Uniform Delay, d1 23.4 Progression Factor 1.00 Incremental Delay, d2 4.1 Delay (s) 27.5 Level of Service C Approach Delay (s) Approach LOS Intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) intersection Capacity Utilization Analysis Period (min) c Critical Lane Group .E- t ' 4' WBT WBR NBL2 NBL NBT 4tt'% 11 ++ 1900 1900 1900 1900 1900 4.0 4.0 4.0 0.81 1.00 0.95 0.98 1.00 1.00 0.99 0.95 1.00 5863 1770 3523 0.99 0.08 1.00 5863 152 3523 1202 245 4 174 1133 0.97 0.97 0.97 0.97 0.97 1239 253 4 179 1168 18 0 0 0 2 1713 0 0 183 1203 pm+pt pm+pt 8 5 5 2 2 2 56.0 54.0 54.0 57.0 55.0 55.0 0.48 0.46 0.46 5.0 4.0 5.0 3.0 3.0 3.0 2785 151 1615 c0.06 0.34 0.29 c0.50 0.61 1.21 0.75 23.4 28.6 26.7 1.00 2.14 0.50 1.0 125.6 1.1 24.4 186.8 14.6 C F B 25.0 37,3 C D 37.8 0.90 120.0 80.3% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service NBR SBT SBR SBR2 1900 1900 1900 1900 4.0 0.95 0.96 1.00 3409 1.00 3409 36 934 149 153 0.97 0.97 0.97 0.97 37 963 154 158 0 9 0 0 0 1266 0 0 6 44.0 45.0 0.38 5.0 3.0 1278 0.37 0.99 37.3 1.00 22.8 60.1 E 60.1 E 8.0 G:1042617000-573 Altos\Calcs\Synchroltotal 2008.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. • HCM Signalized Intersection Capacity Analysis Altos Plaza MUSP 2: SW 1st Street & SW 22nd Avenue 2008 PM Peak Total Traffic -Existing Timings Movement EBL Lane Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated gIC Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm vic Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 305 0.97 314 0 0 Perm 4 --► EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT 41Yt 1900 1900 1900 1900 1900 1900 4.0 0.86 1.00 0.99 6331 0.99 6331 1338 34 0 0 0 0 0.97 0.97 0.97 0.97 0.97 0.97 1379 35 0 0 0 0 2 0 0 0 0 0 1726 0 0 0 0 0 4 48.0 49.0 0.41 5.0 3.0 2585 0.27 0.67 28.9 1.00 1.4 30.3 c 30.3 c 0.0 A +I ++ 1900 1900 1900 1900 1900 4.0 4.0 4.0 0.95 1.00 0.95 0.98 1.00 1.00 1.00 0.95 1.00 3468 1770 3539 1.00 0.08 1.00 3468 143 3539 996 155 16 258 973 0.97 0.97 0.92 0.97 0.97 1027 160 17 266 1003 10 0 0 0 0 1177 0 0 283 1003 pm+pt pm+pt 2 1 1 6 6 6 46.0 62.5 62.5 48.0 63.0 63.0 0.40 0.52 0,52 6.0 5.0 4,5 3.0 3.0 3.0 1387 224 1858 0.34 c0.12 0.28 c0.55 0.85 1.26 0,54 32.7 35.3 18.9 1.00 1.67 0.96 6.6 134.8 0.5 39.3 193.9 18.7 D F B 39.3 57.2 D E HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 41.1 0.99 120.0 82.3% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 8.0 E G:1042617000-573 Altos\Caics\Synchro\total 2008.sy7 Kimley-Horn and Associates, Inc. Synchro 6 Report Page 1 • HCM Signalized Intersection Capacity Analysis Altos Plaza MUSP 2: SW 1 st Street & SW 22nd Avenue 2008 PM Peak Total Traffic -Existing Timings d Movement SBR LaiConfiguratlons Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) 0 Peak -hour factor, PHF 0.97 Adj. Flow (vph) 0 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) vis Ratio Prot vis Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary • G:1042617000-573 Altos\Calcs\Synchro\total 2008.sy7 Synchro 6 Report Page 2 Kimley-Horn and Associates, Inc. • • HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 16: SW 2nd Street & SW 22nd Avenue 2008 PM Peak Total Traffic -Existing Timings Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) ft 4 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (vehlh) 2 0 24 0 0 0 50 1195 0 0 991 20 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 2 0 25 0 0 0 52 1232 0 0 1022 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 236 pX, platoon unblocked 0.81 0.81 0.81 0.81 0.81 0.81 vC, conflicting volume 1751 2367 521 1871 2377 616 1042 1232 vC1, stage 1 conf vol 1032 1032 1335 1335 vC2, stage 2 conf vol 719 1335 536 1042 vCu, unblocked vol 1693 2453 176 1840 2465 616 818 1232 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 100 96 100 100 100 92 100 cM capacity (veh/h) 163 123 679 118 115 433 653 561 Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 Volume Total 27 0 52 821 411 511 531 Volume Left 2 0 52 0 0 0 0 Volume Right 25 0 0 0 0 0 21 cSH 546 1700 653 1700 1700 561 1700 Volume to Capacity 0.05 0.00 0.08 0.48 0.24 0.00 0.31 Queue Length 95th (ft) 4 0 6 0 0 0 0 Control Delay (s) 11.9 0.0 11.0 0.0 0.0 0.0 0.0 Lane LOS B A B Approach Delay (s) 11.9 0.0 0.4 0.0 Approach LOS B A Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 51.6% ICU Level of Service A Analysis Period (min) 15 GA042617000-573 Altos\Calcs\Synchroltotal 2008.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. • • HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 19: SW 2nd Terrace & SW 22nd Avenue -111. - t t \ 4 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4+ 4+ 4 1+ Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 7 0 20 18 0 82 14 1051 30 52 925 10 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 7 0 21 19 0 85 14 1084 31 54 954 10 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 1 1 Upstream signal (ft) 506 pX, platoon unblocked 0.81 0,81 0.81 0.81 0.81 0.81 vC, conflicting volume 1721 2209 482 1732 2199 557 964 1114 vC1, stage 1 conf vol 1066 1066 1128 1128 vC2, stage 2 conf vol 655 1143 605 1071 vCu, unblocked vol 1657 2257 135 1671 2244 557 727 1114 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 100 97 88 100 82 98 91 cM capacity (veh/h) 136 124 724 153 136 474 710 622 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 28 103 556 573 530 487 Volume Left 7 19 14 0 54 0 Volume Right 21 85 0 31 0 10 cSH 342 344 710 1700 622 1700 Volume to Capacity 0.08 0.30 0.02 0.34 0.09 0.29 Queue Length 95th (ft) 7 31 2 0 7 0 Control Delay (s) 16.5 19.9 0.6 0.0 2.4 0.0 Lane LOS C C A A Approach Delay (s) 16.5 19.9 0.3 1.2 Approach LOS C C intersection Summary 2008 PM Peak Total Traffic -Existing Timings Average Delay 1.8 Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchro\totai 2008.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, inc. • • 7: SW 3rd Street (North) & SW 22nd Avenue Movement HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 2008 PM Peak Total Traffic -Existing Timings WBL WBR NBT NBR SBL SBT Lane Configurations * +1 ikt Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 80 92 1036 84 96 878 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 Hourly flow rate (vph) 81 93 1046 85 97 887 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL Median storage veh) 1 Upstream signal (ft) 676 pX, platoon unblocked 0.84 vC, conflicting volume 1726 566 1131 vC1, stage 1 conf vol 1089 vC2, stage 2 conf vol 637 vCu, unblocked vol 1674 566 1131 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 2.2 p0 queue free % 57 80 84 cM capacity (veh/h) 187 468 613 Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3 Volume Total 174 698 434 97 443 443 Volume Left 81 0 0 97 0 0 Volume Right 93 0 85 0 0 0 cSH 276 1700 1700 613 1700 1700 Volume to Capacity 0.63 0.41 0.26 0.16 0.26 0.26 Queue Length 95th (ft) 98 0 0 14 0 0 Control Delay (s) 37.9 0.0 0.0 12.0 0.0 0.0 Lane LOS E B Approach Delay (s) 37.9 0.0 1.2 Approach LOS E Intersection Summary Average Delay 3.4 Intersection Capacity Utilization 56.7% ICU Level of Service B Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchro\total 2008.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. • • HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 22: SW 3rd Street (South) & SW 22nd Avenue 2008 PM Peak Total Traffic -Existing Timings Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations ++ 1'1+ Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 14 29 13 29 1107 946 12 Peak Hour Factor 0.99 0.99 0.92 0.99 0.99 0.99 0.99 Hourly flow rate (vph) 14 29 0 29 1118 956 12 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL Median storage veh) 1 Upstream signal (ft) 766 pX, platoon unblocked 0.84 0.84 0.00 0.84 vC, conflicting volume 1579 484 0 968 vC1, stage 1 conf vol 962 vC2, stage 2 conf vol 618 vCu, unblocked vol 1501 201 0 775 tC, single (s) 6.8 6.9 0.0 4.1 tC, 2 stage (s) 5.8 tF (s) 3.5 3.3 0.0 2.2 p0 queue free % 94 96 0 96 cM capacity (veh/h) 226 680 0 705 Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2 Volume Total 43 29 559 559 637 331 Volume Left 14 29 0 0 0 0 Volume Right 29 0 0 0 0 12 cSH 411 705 1700 1700 1700 1700 Volume to Capacity 0.11 0.04 0.33 0.33 0.37 0.19 Queue Length 95th (ft) 9 3 0 0 0 0 Control Delay (s) 14.8 10.3 0.0 0.0 0.0 0.0 Lane LOS B B Approach Delay (s) 14.8 0.3 0.0 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 43.2% ICU Level of Service A Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchro\total 2008.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, inc. • • • HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 10: SW 1st Street & SW 21 st Court 2008 PM Peak Total Traffic -Existing Timings Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 411M '+ 41' Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 35 1503 62 0 0 0 0 69 41 38 26 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 38 1652 68 0 0 0 0 76 45 42 29 0 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 237 pX, platoon unblocked 0.81 0.81 0.81 0.81 0.81 0.81 vC, conflicting volume 0 1720 1777 1763 447 573 1797 0 v01, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 0 1180 1250 1233 0 0 1275 0 tC, single (s) 4.1 4,1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 100 100 45 95 90 78 100 cM capacity (veh/h) 1622 475 85 139 877 438 131 1084 Direction, Lane # EB 1 EB 2 EB 3 EB 4 NB 1 SB 1 Volume Total 314 551 551 343 121 70 Volume Left 38 0 0 0 0 42 Volume Right 0 0 0 68 45 0 cSH 1622 1700 1700 1700 202 224 Volume to Capacity 0.02 0.32 0.32 0.20 0.60 0.31 Queue Length 95th (ft) 2 0 0 0 84 32 Control Delay (s) 1.1 0.0 0.0 0.0 46.3 28.2 Lane LOS A E D Approach Delay (s) 0.2 46.3 28.2 Approach LOS E D Intersection Summary Average Delay 4.1 Intersection Capacity Utilization 40.2% ICU Level of Service A Analysis Period (min) 15 G:l042617000-573 Altos\Calcs\Synchro\total 2008.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. o • • HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 14: SW 2nd Street & SW 21 st Court 2008 PM Peak Total Traffic -Existing Timings Movement WBL WBR NBT NBR SBL SBT Lane Configurations IV I 4 Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 5 10 104 5 7 77 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 Hourly flow rate (vph) 6 13 132 6 9 97 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 250 135 138 vC1, stage 1 conf Vol vC2, stage 2 conf vol vCu, unblocked vol 250 135 138 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 99 99 cM capacity (veh/h) 734 914 1446 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 19 138 106 Volume Left 6 0 9 Volume Right 13 6 0 cSH 845 1700 1446 Volume to Capacity 0.02 0.08 0.01 Queue Length 95th (ft) 2 0 0 Control Delay (s) 9.4 0.0 0.7 Lane LOS A A Approach Delay (s) 9.4 0.0 0.7 Approach LOS A Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 19.9% ICU Level of Service A Analysis Period (min) 15 G:l042617000-573 AltosiCalcsiSynchroltotal 2008.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. • • • HCM Unsignalized Intersection Capacity Analysis Altos Plaza MUSP 12: SW 3rd Street (North) & SW 21st Court 2008 PM Peak Total Traffic -Existing Timings Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4' T V Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 67 120 130 9 13 38 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (vph) 75 135 146 10 15 43 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 156 437 151 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 156 437 151 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 95 97 95 cM capacity (veh/h) 1424 547 895 Direction, Lane # EB 1 WB 1 SB 1 Volume Total 210 156 57 Volume Left 75 0 15 Volume Right 0 10 43 cSH 1424 1700 770 Volume to Capacity 0.05 0.09 0.07 Queue Length 95th (ft) 4 0 6 Control Delay (s) 3.0 0.0 10.1 Lane LOS A B Approach Delay (s) 3.0 0.0 10.1 Approach LOS B Intersection Summary Average Delay 2.9 Intersection Capacity Utilization 30.7% ICU Level of Service A Analysis Period (min) 15 G:1042617000-573 Altos\Calcs\Synchroltotal 2008.sy7 Synchro 6 Report Page 1 Kimley-Horn and Associates, Inc. 0 APPENDIX I: FDOT Future Project Information • • • • My Neighborhood miania e. _ O Show Me: !Transportation Improvement Search By: 1Select Item .: Clickhere for.... summary of non mapable MPO projects Search Results: 4 project(s) found in 0.91 square mile Summary Result: No, Project Type 3 Arterial/Collector Road ACTIVE TOOL: MOWN Digital Orthophotography - 2001 0 ElIS I 0 ice* 479 ft My, Neighborhood - Home I Capital Improvement I Code Violation Crime Incident I Landuse Information I Sales Information Sexual Offenders/Predators I My Home Home I Using Our $ite I About I Pttone Directory l Privacy I Disclaimer E-mail your comments, questions and suggestions to Webmaster Web Site O 2002 Miami -Dade County. All rights reserved. • -> • • My Neighborhood Miami -Dade County, Florida MIAMI-DAD Transportation Improvement Detail Window 3 Arterial/Collector Road Project(s) found in 0.91 square mile Records: 1 to 3 of 3. # 1 Project No. DT4074612 Contact Person: Location: from OVER MIAMI RIVER to Comments: BRIDGE - Project Name SR 968/W FLAGLER ST Contact Phone: Project Type Arterial/Collector Contact E-Mail: NIA Status Remarks/Comments: Project Descripti ±11 # 2 Project No. DT4124811 Project Name SR 90/SE-SW 7 STREET Project Type Arterial/Collector Contact Person: Contact Phone: Contact E-Mail: N/A Location: from FROM SR 5/BRICKELL AVENUE to TO SR 90/S W. 8 STREET Status Comments: RESURFACING Remarks/Comments: Project Descripti I fl # 3 Project No. DT4146461 Project Name SR 90/SE/SW 8TH ST. Project Type Arterial/Collector Contact Person: Contact Phone: Contact E-Mail: N/A Location: from FROM N W 24TH AVENUE to TO S.W. 4TH AVENUE Status Comments: Remarks/Comments: RESURFACING I Project Descripti Close Transportation improvement Program Project Description In meiIP Facility: From: To: Type of Project: Type of Work: Status: Remarks/Comments: MPO Project No.: DT4074612 SR 9681W FLAGLER ST OVER MIAMI RIVER Arterial/Collector Road BRIDGE-REPAIR/REHABILITATION Implementing Agency: FDOT Construction N/A Year: Next Step: Agency 4074612 Project No.: • Project Description: • My Neighborhood Miami -Dade County, Florida Transportation Improvement Detail Window 1 Transit Projectts) found in 0.91 square mile MIAMI•DAD Records: 1 to 1 of 1. # 1 Project No. TA0000003 Project Name Urban Corridor Contact Person: Roosevelt Bradley Contact Phone: (305) 375-2597 Location: from Various Locations to Various Locations Comments: Corridor development Remarks/Comments: People's Transportation Project Type Transit Contact E-Mail: RbradleyCa?miam Status Ongoing Project Descripti 1Flagler MAX service Close • 40 Transportation Improvement Prog ram Project Description IntccTlP Facility: Urban Corridor From: Various Locations To: Various Locations Type of Project: Transit Type of Work: Corridor development Status: Ongoing Remarks/Comments: People's Transportation Plan - MPO Project No.: TA0000003 Implementing Agency: MD Transit Construction N/A Year: Next Step: Agency 0000003 Project No.: Project Location Project Description: Flagler MAX service from west Miami -Dade to Miami Beach, Busway Service from Dadeland South to OCutler Ridge. Funds are provided by the State & are to be used for the continuation of the successful South Miami -Dade Busway and Flagler MAX routes. MIAMI-DAD/ Contact Person: Roosevelt Bradle • • Phone No.: (305) 375-2597 e-mail Address: Rbradle miamidade.gov Florida Department of Transportation Work Program 2006-2010 ADOPTED Last Update: 8/2/2005 - 03:00 AM District 6 - MIAMI-DADE County Category: Highways Phase: P D & E Item Number: 414630-2 Transportation System Description District Length Type of Work Fiscal Year: 2006 Item 2007 2008 2009 2010 Category: Highways Non -intrastate State Highway 06 - Miami-dade County 5R9681FLAGLER ST/SW 1ST ST FROM 27TH AVENUE TO MIAMI RIVER P D & E 6650,000 0 Miles Pd&e/emo Study 414630-2 Click here to review the contact information for the content presented in this web site • • • The 2030 Plan Year 2030 Cost Feasible Plan Priority Ili 111, and IV Projects Legend - HOV, HOT, and Express *- Freeway improvement — Arterial Improvement Other Highway Improvement Private Sector. Improvement *- Premium Transit Projects interchange Improvement Existing Premium Transit 27 • The 2030 Plan Year 2030 Cost Feasible Plan Priority i Projects Legend -- Premium Transit Projects O Priority I interchange Projects --- Priority i Highway Projects — Existing Premium Transit 21