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Home My WebLink AboutPre-Publication Submittal - Sabal Palm Village at Flagler Trail - CDMP Traffic Analysis - 05-06-2021• Updated Comprehensive Plan Amendment Traffic Impact Analysis for Submittal to the City of Miami Sabal Palm Village at Flagler Trail Regional Density Increase Area (RDIA) City of Miami, Florida KimIey» Horn © 2020 Kimley-Horn and Associates, Inc. Updated March 2020 December 2015 143184000 Updated Comprehensive Plan Amendment Traffic Impact Analysis for Submittal to the City of Miami Sabal Palm Village at Flagler Trail Regional Density Increase Area (RDIA) City of Miami, Florida Prepared for: SPV Realty, LLC New York, New York Prepared by: Kimley-Horn and Associates, Inc. Kimley»>Horn ©2020 Kimley-Horn and Associates, Inc. Updated March 2020 December 2015 143184000 Kimley» Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis TABLE OF CONTENTS Introduction 1 Data Collection 3 Programmed Roadway Improvements 5 Capacity Analysis Methodology 8 Amendment Site Traffic 10 Existing Conditions Capacity Analysis 14 Short -Term (Year 2025) Conditions Capacity Analysis 27 Long -Term (Year 2035) Conditions Capacity Analysis 32 Conclusion 38 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: LIST OF APPENDICES Traffic Count Data Programmed Roadway Improvements Maximum Development Potential Calculations Trip Generation Cardinal Distribution Transit Ridership Data Growth Rate Calculations Committed Developments LIST OF FIGURES Figure 1: Amendment Location Map 2 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - i March 2020 Kimley» Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis LIST OF TABLES Table 1: Data Collection Summary 4 Table 2: Transportation Level of Service Thresholds 9 Table 3: Existing and Proposed Maximum Development Potential Trip Generation 12 Table 4: Cardinal Trip Distribution 13 Table 5: A.M. and P.M. Peak Hour Roadway Volumes 16 Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 17 SR 934/NW/NE 82"d Street 17 Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 17 SR 934/NW/NE 79th Street 17 Table 8: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 2nd Avenue 18 Table 9: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on North Miami Avenue 18 Table 10: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 2nd Avenue, NE 4th Court, and Biscayne Boulevard/US 1 19 Table 11: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 20 Biscayne Boulevard/US 1 20 Table 12: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 2"d Avenue, NE 4th Court, Biscayne Boulevard/US 1, and Federal Highway 21 Table 13: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 22 NW/NE 715t Street 22 Table 14: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd Street 22 Table 15: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd 615t Street 22 Table 16: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd Street 23 Table 17: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 23 NW/NE 54th Street 23 Table 18: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 79th Street 24 Table 19: Existing A.M. Peak Hour Roadway Capacity 25 Table 20: Existing P.M. Peak Hour Roadway Capacity 26 Table 21: Short-term (Year 2025) A.M. Peak Hour Roadway Capacity 28 Table 22: Short-term (Year 2025) P.M. Peak Hour Roadway Capacity 29 Table 23: Short-term (Year 2025) with Amendment Traffic A.M. Peak Hour Roadway Capacity 30 Table 24: Short-term (Year 2025) with Amendment Traffic P.M. Peak Hour Roadway Capacity 31 Table 25: Long-term (Year 2035) A.M. Peak Hour Roadway Capacity 34 Table 26: Long-term (Year 2035) P.M. Peak Hour Roadway Capacity 35 Table 27: Long-term (Year 2035) with Amendment Traffic A.M. Peak Hour Roadway Capacity 36 Table 28: Long-term (Year 2035) with Amendment Traffic P.M. Peak Hour Roadway Capacity 37 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - ii March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis INTRODUCTION Kimley-Horn and Associates, Inc. has completed this updated Comprehensive Development Master Plan (CDMP) traffic impact analysis for submittal to the City of Miami at the request of the City of Miami's Planning, Zoning, and Appeals Board. A previous CDMP analysis was prepare in December 2015 for this subject property and approved by the City of Miami. The purpose of the study is to assess the impact of the proposed land use designation change on the surrounding roadway network using updated traffic data and to determine if adequate capacity is available to support future traffic volumes. This report summarizes amendment trip generation, project trip distribution, and capacity analyses. SPV Realty, LLC is proposing to amend the existing CDMP designation for the approximate 22.4- acre area generally bounded by NE 54th Street to the north, NE 50th Terrace to the south, NE 2nd Avenue to the west, and the Florida East Coast Railway (FEC) to the east in the City of Miami. The amendment proposes to change the existing maximum of 65 residential units per acre to 150 residential units per acre. The current land use designation allows for a maximum development potential (maximum floor area) of 3,902,976 square feet of residential, office, retail, and parking. The proposed land use designation amendment area has a maximum development potential (maximum floor area with bonus) of 7,318,080 square feet for residential, office, retail, and parking land uses. The amendment proposes to change the existing CDMP designation that allows for a maximum development potential of 1,456 high-rise residential dwelling units (2,111,200 square feet), 967,559 square feet of general office space, 107,507 square feet of shopping center, and 716,710 square feet for parking to a proposed maximum development potential of 3,360 high-rise residential dwelling units (4,872,000 square feet), 1,320,883 square feet of general office space, 146,765 square feet of shopping center, and 978,432 square feet for parking. A location map of the amendment is provided in Figure 1. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 1 March 2020 Kimley>>> Horn © 2020 Figure 1 Amendment Location Map Sabal Palm Village CDMP City of Miami, Florida J Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis DATA COLLECTION The study area is generally bounded by NE 54th Street to the north, NE 50th Terrace to the south, NE 2nd Avenue to the west, and Federal Highway to the east. Continuous 24-hour traffic data for roadway segments was collected: • SR 934/NW 82nd Street west of NW 4th Avenue • SR 934/NE 82nd Street west of NE 3rd Place • SR 934/NE 82nd Street west of Biscayne Boulevard/US 1 • SR 934/NW 79th Street west of NW 4th Avenue • SR 934/NE 79th Street west of NE 4th Court • SR 934/NE 79th Street west of NE 10th Avenue • SR 934/NE 79th Street east of Bayshore Court • NW 715t Street west of NW 2nd Avenue • NE 715t Street west of NE 2nd Avenue • NW 62nd Street west of NW 2nd Avenue • NE 62nd Street west of NE 1' Avenue • NE 62nd Street west of NE 4th Court • NE 615t Street west of NE 4th Court • NW 54th Street west of NW 2nd Avenue • NE 54th Street west of NE 2nd Avenue • NE 54th Street west of Biscayne Boulevard/US 1 • NW 2nd Avenue north of NW 75th Street • NW 2nd Avenue north of NW 64th Street • NW 2nd Avenue south of NW 59th Street NW 2nd Avenue north of NW 46th Street NW 2nd Avenue south of NW 46th Street North Miami Avenue north of N 75th Street North Miami Avenue north of N 64th Street North Miami Avenue south of N 59th Street North Miami Avenue north of N 46th Street North Miami Avenue south of N 46th Street NE 2nd Avenue north of NE 75th Street NE 2nd Avenue north of NE 64th Street NE 2nd Avenue south of NE 59th Street NE 2nd Avenue south of NE 515t Street NE 2nd Avenue south of NE 46th Street NE 4th Court south of NE 67th Street NE 4th Court south of NE 59th Street Federal Highway north of NE 46th Street Biscayne Biscayne Biscayne Biscayne Biscayne Boulevard/US 1 north of NE 79th Street Boulevard/US 1 north of NE 715t Street Boulevard/US 1 south of NE 59th Street Boulevard/US 1 south of NE 54th Street Boulevard/US 1 south of NE 46th Street FDOT seasonal correction factors were applied to the traffic data to adjust for peak season conditions. The data collection date and corresponding peak season conversion factors are shown in Table 1. Detailed traffic count data is provided in Appendix A. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 3 March 2020 Kimley»»Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 1: Data Collection Summary Segment Data Collection Date Peak Season Factor SR 934/NW 82"d Street west of NW 4th Avenue 2/6/2020 1.01 SR 934/NE 82"d Street west of NE 3rd Place 2/6/2020 1.01 SR 934/NE 82"d Street west of Biscayne Boulevard/US 1 2/6/2020 1.01 SR 934/NW 79th Street west of NW 4th Avenue 2/6/2020 1.01 SR 934/NE 79th Street west of NE 4th Court 2/4/2020 1.01 SR 934/NE 79th Street west of NE 10th Avenue 2/11/2020 1.00 SR 934/NE 79th Street east of Bayshore Court 2/13/2020 1.00 NW 71st Street west of NW 2"d Avenue 2/18/2020 1.00 NE 71st Street west of NE 2"d Avenue 2/6/2020 1.01 NW 62"d Street west of NW 2"d Avenue 2/11/2020 1.00 NE 62"d Street west of NE 1st Avenue 2/11/2020 1.00 NE 62"d Street west of NE 4th Court 2/4/2020 1.01 NE 61st Street west of NE 4th Court 2/4/2020 1.01 NW 54th Street west of NW 2"d Avenue 2/4/2020 1.01 NE 54th Street west of NE 2"d Avenue 2/4/2020 1.01 NE 54th Street west of US 1 2/4/2020 1.01 NW 2"d Avenue north of NW 75th Street 2/4/2020 1.01 NW 2"d Avenue north of NW 64th Street 2/4/2020 1.01 NW 2nd Avenue south of NW 59th Street 2/4/2020 1.01 NW 2nd Avenue north of NW 46th Street 2/6/2020 1.01 NW 2nd Avenue south of NW 46th Street 2/6/2020 1.01 North Miami Avenue north of N 75th Street 2/6/2020 1.01 North Miami Avenue north of N 64th Street 2/13/2020 1.00 North Miami Avenue south of N 59th Street 2/13/2020 1.00 North Miami Avenue north of N 46th Street 2/6/2020 1.01 North Miami Avenue south of N 46th Street 2/6/2020 1.01 NE 2"d Avenue north of NE 75th Street 2/4/2020 1.01 NE 2"d Avenue north of NE 64th Street 2/4/2020 1.01 NE 2"d Avenue south of NE 59th Street 2/4/2020 1.01 NE 2"d Avenue south of NE 51st Street 2/4/2020 1.01 NE 2"d Avenue south of NE 46th Street 2/6/2020 1.01 NE 4th Court south of NE 67th Street 2/6/2020 1.01 NE 4th Court south of NE 59th Street 2/13/2020 1.00 Federal Highway north of NE 46th Street 2/6/2020 1.01 Biscayne Boulevard/US 1 north of NE 79th Street 2/6/2020 1.01 Biscayne Boulevard/US 1 north of NE 71st Street 2/11/2020 1.00 Biscayne Boulevard/US 1 south of NE 59th Street 2/4/2020 1.01 Biscayne Boulevard/US 1 south of NE 54th Street 2/4/2020 1.01 Biscayne Boulevard/US 1 south of NE 46th Street 2/4/2020 1.01 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 4 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis PROGRAMMED ROADWAY IMPROVEMENTS Local transportation plans were reviewed to gather planned and programmed transportation improvement information in the amendment area. The purpose of the plan review is to identify programmed capacity improvements for consideration in this analysis. The following transportation plans were reviewed as part of the background research. • City of Miami Capital Improvement Plan (CIP) • Miami -Dade Transportation Planning Organization (TPO) Transportation Improvement Program (TIP) • Florida Department of Transportation (FDOT) Five -Year Work Program • Miami -Dade County TPO Long Range Transportation Plan (LRTP) Relevant information from these plans is summarized below. City of Miami Capital Improvement Plan The City of Miami CIP specifies programmed transportation improvements to be implemented within the City of Miami over the next five (5) years. Based on the review, three (3) projects were identified within the study area, including: • NE 715t Street between NE 4th Court and Biscayne Boulevard/US 1 is programmed for improvements to the storm water system, curb and gutter, concrete sidewalk, and roadway resurfacing. • NE 3' Avenue between NE 54' Street and NE 58th Terrace is programmed for road and swale reconstruction, drainage, sidewalk repairs, ADA compliance, and pavement markings. However, none of these projects are expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. Miami -Dade TPO Transportation Improvement Program The Miami -Dade TIP specifies programmed improvements to be implemented within Miami - Dade County over the next five (5) years. The 2020 TIP is for fiscal years 2020 to 2024. Improvements identified in the TIP are characterized as intermodal, highway, transit, aviation, K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 5 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis seaport, and non -motorized. Based on the review of the 2020 Miami -Dade MPO TIP, four (4) projects were identified within the study area, including: • SR 934/NE 82nd Street between Biscayne Boulevard/US 1 and NE 4th Place is programmed for intersection improvements. • NE 79th Street between 1-95 and Bayshore Court is programmed to undergo a PD&E/EMO study. • NE 2nd Avenue between NE 69th Street and West Little River Canal is programmed for street and traffic operational improvements. • N Miami Avenue between N 17th Street and N 87th Street is programmed to undergo roadway resurfacing. However, none of these projects are expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. Florida Department of Transportation's Five -Year Work Program The 2019-2023 FDOT Five Year Work Program specifies state regulated roadway improvements to be implemented over the next five (5) years. Based on the review of the 2019-2023 FDOT Work Program, three (3) projects were identified within the study area, including: • SR 944/NW 54th Street between NW 7th Avenue and Biscayne Boulevard/US 1 is programmed to undergo roadway resurfacing. • SR 944/NW 54th Street between NW 6th Court and NE 15t Avenue is programmed to undergo intersection improvements. • SR 5/Biscayne Boulevard/US 1 from NE 22nd Street to Sans Souci Boulevard is programmed for lighting improvements. • SR 934/NW 82nd Street from NW 79th Street to NE 10th Avenue is programmed for lighting improvements. However, none of these projects are expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 6 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Miami -Dade TPO 2040 Long Range Transportation Plan The Miami -Dade 2040 LRTP, adopted by the Miami -Dade County TPO, was developed to guide long-term transportation investments in Miami -Dade County. The LRTP focuses on the County's transportation infrastructure needs including roadways, transit facilities, bicycle facilities, pedestrian facilities, and other modes of transportation. Based on the review of the Miami -Dade TPO LRTP, one (1) project was identified within the study area, including: • NE 2nd Avenue between NE 36th Street and NE 715t Street is programmed for protected on -road bicycle facilities and pedestrian improvements. However, this project is not expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 7 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis CAPACITY ANALYSIS METHODOLOGY Level of Service Standard Level of service (LOS) is the traffic performance measure used in traffic impact analyses. 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 and is based on the person -trip methodology. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined by 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 capacity of a roadway. 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 2 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 consistent with the 2013 FDOT Quality/Level of Service Handbook. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 8 March 2020 Kimley>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 2: Transportation Level of Service Thresholds SR936�/NmW82nd Street (MB)west or NW4th Arnuelel SR934/NE82nd Street (WB)west of NE3d Place. SR934/NES nd Street (WB)west of US I" SR934/NW79th Street (8h west of NW4th Avenue 1 SR934/NW19th Street (ISIB)west of NW4th.rnuel'I SR934/NE79th Street (6B)west of PE4th Court. SR934/NE 9th Street (MB)wed of NE4th out SR930/NE19th Street (ER/west of NE14th Avenue. SR 934/NE79th Street (WB)w vet of PE 1OthAr.....> 5R 934/FE79th Street (Ba/WS/eest of %whore Courtl'1 ,NmW�71st Street wva0B)west of NW2nd Arnuelel NW71st Street (131/W9)west of NE2nd Arnuelel NW621ad Street (EB/w16(West of NW2nd Avenue'. NE62nd Street (6B/W11(west of NEI.t Avenel NE6and Street (MB)weat of NE4th...real DOS PeakHour PeakHour PeakHour Peak Haur PeakHour PeakHour PeakHour PeakHour Peak Hoe PeakHour Peak Haur Peak Haur PeakHour PeakHour Peak Hem Directional V/C Directional V/C Diredbnal V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Direrionl V/C Directional V/C Directional V/C Directional V/C Direction. V/C Directional V/C Velure Ratio Volume Ratio Volume Ratla Volume Rath Vahan Ratio Woken Ratio Volume REM Volume Ratio Voltage Ratio Voltage Ratla Volume Ratio Volume Ratio Volume Rat. Voltage Ratio Volume Rolla Thresholds Threshold Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Threshold. Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) 11) (1) (1) (1) (1) (1) (1) (1) (1) (1) 11) (1) 11) (1) (1) (1) (1) 11) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) 11) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) 11) (1) (1) (1) (1) 11) (1) C 2,401 0.96 2,401 0.96 2,407 0.96 1,229 0A6 296 0A6 1,112 0.46 370 0.46 1,112 0A6 370 D.46 1,110 0.4.6 333 DA6 333 0.46 651 DA3 1,119 D.96 788 DA3 D 2,520 1.00 2,520 100 2,520 1.00 2,646 0.98 600 D.94 2,394 0.98 750 0.91 2,394 0.98 750 D.90 2,520 0.98 615 0.94 615 0.94 1,467 D.96 1,800 1.00 1,760 0.96 E (2) (2) 12) (2) (2) (2) 2,688 100 640 1.00 2,432 100 800 1.00 2A32 100 800 1.00 2,560 100 720 1.00 720 100 1,530 1.00 (2) (2) 1,836 1.00 F - MAD - >100 - >100 - >1.00 - >1.00 - >1.00 - >140 - >1A0 - >1.00 - >1A0 - >1.00 - >LOD - >1.00 - >1.00 - >1.00 NEIIs9 Street M1e1 west of NE4th Co 4>> NW Seth Street (EB/WB(west of NWZnd Avenue.' NW Seth Street (EB/WB(west of NE and Avenue" NW Wit Street IEB/W8) wad of US I"1 NW2nd Avenue (NB)north of NW15th Streetl.l NW2nd Avenue (SO north of NW75th Street" NW2nd Mono. (NB/Se) north of NW64th Streets"1 NW2nd Avenue (N8/58)s uth of NW59th Streets"1 NW2nd Avenue (NB/SB) orth of NW Oath read"1 NW2nd Arnue (NB/SB(south of NW46th Street"1 North M.n I Avenue (NB/SBIn Rh of N15th Street.' North Mien Avenue (NB/SBIn rth of N64th St metlaal North MlenIArnue (F!/SBIs uth of NSeth Street" North Mbvl Arno. (NB/SB) orth of N46th Street.' North Man I Avenue (NB/SBlsouth of N46th Street" DOS PeakHour PeakHour PeakHour Peak Haur PeakHour PeakHour PeakHour PeakHour PeakHour PeakHour PeakHour PeakHour Peak lour PeakHour Peak Hear Directional V/C Directional V/C Directional V/C Directional V/C 6redbnal V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Dlrecthnal V/C Directional V/C Directional V/C DIredonal V/C Directional V/C Velure Threshold. Rrt1e Velure Thresholds Ratio Velure Thresholds Ratio Volume Thresholds Rath Volume Thresholds Ratio Volum. Thresholds Ratio Ve.me Th..hddr Raba Volume Thresholds Ratio Velure Thresholds Rabe Velma Thresholds Ratio Volume Thresholds Ratio Velure Thresholds Rrtb Volume Threshold. Ratio Volum. Thresholds Rrtb Volume noshdds Rile A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) 11) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) 11) (1) (1) (1) (1) 11) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) 11) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) 11) (1) (1) (1) (1) 11) (1) C 788 0A3 1,815 0.96 1,815 0.96 1,815 0.96 657 DA3 333 0.46 266 0.46 266 0A6 266 D.46 266 0A6 1,633 D.96 1,633 0.96 1,633 D.96 1,633 D.96 1,633 0.96 D 1,160 0.96 1,900 100 1,900 100 1,900 1.00 1A61 D.96 615 0.94 540 0.90 540 0.94 540 D.90 540 0.94 1,110 1.00 1,110 100 1,710 1.00 1,710 1.00 1,710 1.00 E 1,836 1.00 (2) (2) (2) (2) (2) (2) 1,530 1.00 120 100 516 1.00 576 1.00 516 1.00 516 100 (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) F - >1.00 - »00 - >100 - >1.00 - >1.00 - >1.00 - >1A0 - >1.00 - >1A0 - >1A0 - MAO - >100 - >1.00 - >1.00 - >1.00 DA5 NE2nd Avenue (NB/581)n Rh of NE75th Street.' NE2nd Avenue (NI/SB) odh of NE64111 Sheet.' NE2nd Avenue (NB/SB)s uthof NE59th Street• NEInd Avenue (NB/SB) authof NE51st Street" NE2nd Avenue (N8/8B) oath of NE46th Street. NE4th Court (8E/SB)south of NE67th Streets"1 NE4t Court (NB/SB) outhof NE59th Streets"1 Fedeal Highway (NB/SB(north of NE46th Streets"1 Bkame Boulevard/ USI (NB/S ( north o NE79th Street" Bkame11 Jetted/ USI(NB/S ) north of NE71st Street'. Bkame Boulevard/ USI (NB/SB(south of NES9th Street.' Biscayne Bouhrd/ US1(NB/S lsauthof NE54th Streets" Bhayne Boulevard/ US 1(NB/SB)swRh of NE46th StreetlS' PeakHour Directional Volume Threshalda V/C Ratio Peak Hour Directional Volume Thresholds V/C Rolla Peak Hour Directional Volume Thresholds V/C Ratla Peak Hoe Dlredhnal Volume Thresholds V/C Retie PeakHou, Directional Voltage Thresholds V/C Ratio PeakHour Directional Velure Thresholds V/C Ratio PeakHour Directional V,.me Thresholds V/C Ratio PeakHour Directional Volume Thr.hakk V/C Ratio PeakHour Directional Velure Thresholds V/C Rahn PeakHour Drectional Voltage Threshakk V/C Rolla Peak Hour Directional Volume Thresholds V/C Ratio PeakHour Directional Volume Thresholds V/C Rrtb PeakHour Directional Volume Threshalda V/C Ratio A B C D E F (1) (1) 620 1,394 1,454 - (1) (1) OA3 0.96 1.00 >IAD 11) (1) 093 1,100 1,148 - (1) (1) OAS 0.96 LOD >100 11) 11) 350 109 756 - (1) (1) OAS 0.94 1.00 >100 (1) (1) 350 >09 756 - (1) (1) 0A6 0.96 1.00 >1.00 (1) (1) 350 540 516 - (1) (1) D.61 D.94 1.00 M.00 (1) (1) 266 540 516 - 11) 11) 0A6 0.94 100 >1A0 (1) (1) 266 500 576 - (1) (1) 0.06 0.94 1.00 >1.A0 (1) (1) 266 540 576 - (1) (1) OAS 0.94 1.00 >IAD (1) (1) 690 1,549 1,615 - 11) 11) D.43 0.96 1.00 MAO (1) (1) 694 1,599 1,615 - (1) (1) 0A3 0.96 100 MAO (1) (1) 730 1,630 1,700 - 11) (1) DA3 0.96 1.00 MOO (1) (1) 730 1,630 1,300 - (11 11) OAS 0.96 100 >LOD (1) (1) 730 1,630 1,100 - (1) (1) DA3 D.96 1.00 >3.00 Note (1) Based 0 n 0 ass l two-Ione one-way state signalize roadway, with exclusive. ghtturn I anelS percent capacity lncrease) and 1.2 onewayfactor. (2) Based on 0 ass II three -lane directional. undivided state si nalizd seed al with exclusive ri 84turn lane (5 percent cap achy i ncreaseP (3) Based on 0ass II one-Ione allrec9on al, undivided states) matted arted al with ou nclusiveturn I ones (20 percent cap act' reduction). (4) Basedan 0 as II three -lane di rectlon al, undivided state s1'Halite. acted al with exduslve turn lanes (5 percent capadty reduction). (5) Based O n Class II onions di remon al, undivided state sinalized anted al with exclusive left turn lanes. (6) Based.n 0 ass II three -lane directional. undivided state si nalized anted a1 with occlusive left -turn loos (5 percent capacity reduction). (7) Based on 0 ass II three -lane dI rectlan al, dlvl ded states) nallaed arterial with exclusive left -turn lanes. (8) Based on Class II non'date slnallted roadway (10 percent cap adty reduction),one'lane directional, undivided with exclusive ldaurn lanes. (9) Based on Class II non-stztesinalized roadway (10 percent capacity reduction),two-Ione directional dvided, with occlusive left -turn lanes. (10) Based On 0ass 1 non-dates(gnallzed ro14234 )10 percent capacity reductional two-lane 0 rectio nal divided with exclusive left -turn lanes. (11) Based on aass II non-states(mallzed roativ W (10 percent cep ad-1Y reduction), two -I aneoneway and 1.2 onevaa' factor. (12) Based On Class lhwo-I one di rational undvide0state si nali zedade2 alntth exclusiveldtturn lanes(5 percent capodty reduction). (13) Based on Class 11 non -state si realized reader., 110 percent cap achy reduction), one -lane drectian al, undvided with no exclusive turn 1 ones (20 percent capacity reduction). (14) Based an Class) non -dated nallzed roadxa/110 percent capacity reductlonl two-lane d rem.nal, undvl ded with exclusive left -turn lanes 15 percent capacity reduction). (15) eased on ass II non -state signalized roadway (10 percent capodty reduction), two-lane d rection al, undvidedwith exclusive left -turn lane (5 percent capacity redumon). (16) Based on Class11 non-states]reallzed reader., (10 percent cap.city redumon),two-Ione directional undivided, without exclusive turn lanes (25 percent coped.), reduction). (11) Based on Class 11 non -dated realized road...cc (10 percent capacity redumon), one -lane directional undvl deal with exclusive let -turn lane (5 percent cmadty I ncrease). (18) Based an Class II non -states) nallzed roadway (10 percent cap adty redumon0 one -lane 0rectlan al divided with exclusive left -turn I one (5 percent capacity increase). (19) Based on Class 11 two-Ione di ration al, undivided state sinalized roadway:with exclusive loft -turn lanes (5 percent capacity redumon). (20) Based on Class 11 two-Ione di redone!, divided state alnellzed geed al. NB: r.rthbound SB Southbound EB Eastbound W B: W estbaund R:\FTL_TPTO\193184000 E.R4de Rides Cadiz UpdEMReport\E1Rdde Ridge WMP.doa Page-9 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis AMENDMENT SITE TRAFFIC Amendment traffic is defined as the vehicle trips generated by the amendment, and the distribution and assignment of that traffic onto the study roadway network. Existing and Proposed Maximum Development Potential The amendment area has an existing maximum development potential of 1,456 high-rise residential dwelling units, 967,559 square feet of general office space, and 107,507 square feet of shopping center. The proposed development has a maximum development potential of 3,360 high-rise residential dwelling units, 1,320,883 square feet of general office space, and 146,765 square feet of shopping center. The existing and proposed maximum development potentials were calculated based on the amendment's 22.4-acre maximum allowable square footage for the development of residential, office, and retail land uses. Detailed existing and proposed maximum development potential calculations are included in Appendix C. Trip Generation Trip generation calculations for the proposed redevelopment were calculated using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 10th Edition. ITE Land use codes (LUC) 222 (Multifamily Housing [High -Rise]), 710 (General Office Building), and 820 (Shopping Center), were used for the existing and proposed maximum development programs. Detailed trip generation calculations are contained in Appendix D and summarized in Table 3. Multimodal and Pedestrian Reduction Factors In order to account for the urban environment in which the amendment is located, transit (multimodal) reduction and pedestrian reduction factors were applied to the site. It is expected that a portion of visitors, residents, and employees of the amendment will utilize transit or walk. Miami -Dade County Transit (MDT) provides bus service for several routes in the vicinity of the amendment. A 10.0 percent (10.0%) reduction factor was utilized for both the multimodal and pedestrian reductions as the amendment is located outside of the City of Miami's Development of Regional Impact (DRI). K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 10 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Internal Capture Internal capture is expected between complementary land uses within the amendment. Internal capture trips are trips made among the on -site uses. Internal capture trips for the amendment were determined based upon methodology contained in the Institute of Transportation Engineers' (ITE), Trip Generation Handbook, 3rd Edition. For the existing maximum development potential, there is an expected internal capture of 9.0 percent (9.0%) during the A.M. peak hour and 14.9 percent (14.9%) during the P.M. peak hour. For the proposed maximum development potential, there is an expected internal capture of 7.9 percent (7.9%) during the A.M. peak hour and 13.0 percent (13.0%) during the P.M. peak hour. Person -Trip Methodology ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle is more appropriate for the local area. Therefore, vehicular trips were reduced by 16 percent (16.0%) to adjust for this vehicle occupancy assumption. Net New Amendment Trips Table 3 summarizes the amendment's trip generation for the weekday A.M. and P.M. peak hours for the existing and proposed maximum development potentials. The amendment is expected to generate 567 net new A.M. peak hour vehicular trips (794 person -trips) and 671 net new P.M. peak hour vehicular trips (939 person -trips). K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page- 11 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 3: Existing and Proposed Maximum Development Potential Trip Generation A.M.(P.M.) Peak Hour Entering Exiting Future Land Use Scale Net External % Trips % Trips (ITE Code) Trips Existing Maximum Development Potential Multifamily Housing (High -Rise) 331 24% 80 76% 251 (222) 1,456 du (308) (61%) (175) (39%) (133) General Office (710) 967,560 sf 706 86% 630 14% 76 (757) (16%) (117) (84%) (640) Shopping Center (820) 107,507 sf 114 62% 71 38% 43 (235) (48%) (121) (52%) (114) Existing Maximum Development Potential 1,151 781 370 (1,300) (413) (887) 16% VOF Reduction 184 125 59 (208) (66) (142) 967 656 311 Existing Vehicle -Trips (1,092) (347) (745) Existing Person -Trips (1.4 persons per vehicle) 1,354 918 436 (1,529) (486) (1,043) Proposed Maximum Development Potential Multifamily Housing (High -Rise) 751 24% 181 76% 570 (222) 3,360 du (792) (61%) (471) (39%) (321) General Office (710) 1,320,900 sf 959 86% 851 14% 108 (1,010) (16%) (151) (84%) (859) Shopping Center (820) 146,770 sf 116 62% 71 38% 45 (297) (48%) (152) (52%) (145) Proposed Maximum Development Potential 1,826 1,103 723 (2,099) (774) (1,325) 16% VOF Reduction 292 176 116 (336) (124) (212) 1,534 927 607 Proposed Vehicle -Trips (1,763) (650) (1,113) Proposed Person -Trips (1.4 persons per vehicle) 2,148 1,298 850 (2,468) (910) (1,558) Net Change (Proposed — Existing) 567 271 296 Net New Vehicle Trips (671) (303) (368) 794 380 414 Net New Person -Trips (939) (424) (515) Trip Distribution and Assignment The likely distribution of amendment traffic was forecast for the trips generated by the proposed maximum development potential. The trip distribution was based on a cardinal trip distribution obtained from the MPO's 2040 Cost Feasible Plan for the amendment site's traffic analysis zone (TAZ 383). The cardinal trip distribution for TAZ 383 is provided in Table 4. The detailed cardinal distribution is contained in Appendix E. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page- 12 March 2020 Kimley»»Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 4: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 24 East -Northeast 1 East -Southeast 2 South -Southeast 5 South -Southwest 22 West -Southwest 20 West -Northwest 9 North -Northwest 17 Total 100 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page- 13 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis EXISTING CONDITIONS CAPACITY ANALYSIS Transportation Corridors Vehicular roadway conditions and transit ridership were examined to determine the existing level of service for the study corridors. Table 5 presents the unadjusted existing A.M. and P.M. peak hour directional traffic volumes. Twelve (12) Miami -Dade Transit (MDT) routes presently serve the study area during the A.M. and P.M. peak hours. • Route 2 operates with 7-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 3 operates with 9-minute headways in the northbound and southbound directions during the A.M. peak hour, and 6-minute headways in the northbound direction during the P.M. peak hour. • Route 9 operates with 7-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 10 operates with 10-minute headways in the northbound and southbound directions during the A.M. peak hour, and 12-minute headways in the northbound direction during the P.M. peak hour. • Route 16 operates with 15-minute headways in the northbound and southbound directions during the A.M. peak hour, and 10-minute headways in the northbound direction during the P.M. peak hour. • Route 33 operates with 9-minute headways in the southbound direction during the A.M. peak hour and 10-minute headways in the southbound direction during the P.M. peak hour. • Route 54 operates with 30-minute headways in the eastbound direction during the A.M. peak hour, 15-minute headways in the eastbound direction during the P.M. peak hour, and 20-minute headways in the eastbound and westbound directions during the A.M. and P.M. peak hours. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page- 14 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis • Route 62 operates with 7-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 79 operates with 20-minute headways in the eastbound and westbound directions during the A.M. and P.M. peak hours. • Route 93 operates with 12-minute headways in the northbound direction during the A.M. and P.M. peak hours, and 15-minute headways in the southbound direction during the A.M. and P.M. peak hours. • Route 112/L operates with 5-minute headways in the eastbound and westbound direction during the A.M. and P.M. peak hours. • Route 202 operates with 60-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. MDT provides bus service along study corridors with bus capacities of 59 riders. The ridership capacities for the bus routes were calculated for the A.M. and P.M. peak hours using the appropriate headways and capacities. Metrobus route maps are included in Appendix F. Ridership data was obtained from MDT for the identified transit routes. The data reflects typical ridership along the routes using the most recent ridership data available. Tables 6 through 18 present the existing A.M. and P.M. peak hour ridership along the routes studied. Ridership data obtained from Miami -Dade Transit is included in Appendix F. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page- 15 March 2020 Kimley>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 5: A.M. and P.M. Peak Hour Roadway Volumes Roadway Segment Direction 2020 Raw Existing Volumes (veh/hr) peak Season Factor 2020 Peak Season Vdumes (ve /hr) From To AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour SR934/NW/NE82nd Street NW4th Avenue West of NW4th Avenue Westbound 1,247 1,298 1.01 1,259 1,311 NE 3rd Place West of NE 3rd Place Westbound 1,020 1,253 1.01 1,030 1,266 Biscayne Boulevard/US1 West of Biscayne Boulevard/US1 Westbound 978 1,082 1.01 988 1,093 SR934/NW/NE 79th St t NW4th Avenue West ofNW4th A Eastbound 1,290 1,321 1.01 1,303 1,334 Westbound 363 518 1.01 367 523 NE 4. Court West of NE 4. Court Eastbound 1,412 1,513 1.01 1,426 1,528 Westbound 405 623 1.01 409 629 NE10th Avenue West NElOth Avenue Eastbound 1,249 1,541 1.00 1,249 1,541 Westbound 717 458 1.00 717 458 9ayshore Court East of Days hore Court Eastbound 1,J64 1,613 1.00 1,J64 1,613 Westbound 1,666 1,879 1.00 1,666 1,879 NW/NE Jl 151 t NW 2nd Avenue West of NW 2nd Avenue Eastbound 325 335 1.00 325 335 Westbound 288 392 1.00 288 392 NE 2nd Avenue West of NE 2nd Avenue Eastbound 262 216 1.01 265 218 Westbound 184 283 1.01 186 286 NW/NE 62nd Street NW 2nd Avenue West of NW 2nd Avenue Eastbound 704 596 1.00 704 596 Westbound 945 694 1.00 945 694 NE 1st Avenue West of NE 1st Avenue Eastbound 521 449 1.00 521 449 Westbound 307 448 1.00 307 448 NE4th Court West of NE 4th Court Westbound 306 391 1.01 309 395 NE61st Street NE4th Court West of NE 4th Court Eastbound 369 335 1.01 373 338 NW/NE 54th Street NW2nd Avenue West of NW dA Eastbound 714 819 1.01 721 827 Westbound 566 692 1.01 572 599 NE 2nd Avenue W t fNE2 dA Eastbound 518 490 1.01 523 495 Westbound 490 660 1.01 495 667 US1 West of US 1 Eastbound 577 553 1.01 583 559 Westbound 341 646 1.01 344 652 NW 2nd Avenue NW 75th street North of NW 75th Street Northbound 158 677 1.01 160 684 Southbound 167 110 1.01 169 111 Street NW.. Street North of NW 64th St t 236 555 1.01 238 561 Southbound 353 242 1.01 357 244 NW59th Street South of NW 59th St t Northbound 266 552 1.01 269 558 Southbound 325 322 1.01 328 325 NW46th Street North of NW46th St t Northbound 193 417 1.01 195 421 Southbound 342 231 1.01 345 233 NW46th street South of NW 46th Street Northbound 236 442 1.01 238 446 Southbound 423 257 1.01 427 260 North Miami Avenue N JSth Street North of JSth Street Northbound 1,497 545 1.01 1,512 550 Southbound 511 1,143 1.01 516 1,154 N64th Street North ofN 64th Street Northbound 483 1,451 1.00 483 1,451 Southbound 1,517 456 1.00 1,517 456 N59th Street South ofN 59th Street Northbound 477 1,346 1.00 477 1,346 Southbound 1,433 439 1.00 1,433 439 N46th Street North of 46th Street Northbound 399 1,036 1.01 403 1,046 Southbound 1,211 418 1.01 1,223 422 N46th Street South of 46th Street Northbound 382 1,014 1.01 386 1,024 Southbound 1,222 415 1.01 1,234 419 NE2nd Avenue NEJSth Street North of JSth Street Northbound 334 787 1.01 337 795 Southbound 757 397 1.01 765 401 NE 64th Street North of NE filth Street Northbound 479 1,030 1.01 484 1,040 Southbound 905 476 1.01 914 481 NE59th Street South of NE 59th Street Northbound 327 886 1.01 330 895 Southbound 882 489 1.01 891 494 NE 51st Street South of NE 51st Street Northbound 394 826 1.01 398 834 Southbound 715 432 1.01 722 436 NE46th Street South ofNE 46th Street Northbound 225 548 1.01 227 553 Southbound 673 379 1.01 680 383 NE4th Court NE6Jth Street South of NE 67th Street Northbound 299 640 1.01 302 646 Southbound 468 221 1.01 473 223 NE59th Street South of NE 59th Street Northbound 455 186 1.00 455 186 Southbound 192 585 1.00 192 585 Federal Highway NE46th Street North of NE 46th Street Northbound 299 502 1.01 302 SOJ Southbound 652 286 1.01 659 289 Biscayne Boulevard/US1 NE 79th Street North of NE 79th Street Northbound 987 1,193 1.01 997 1,205 Southbound 1,557 1,147 1.01 1,573 1,158 NE Jlst Street North of NE Jlst Street Northbound 1,070 1,165 1.00 1,070 1,165 Southbound 1,812 1,221 1.00 1,812 1,221 NE59th Street South of NE 59th Street Northbound 985 1,400 1.01 995 1,414 Southbound 1,684 1,162 1.01 1,701 1,174 NE54th Street South of NE 54th Street Northbound 797 1,368 1.01 805 1,382 Southbound 1,698 1,078 1.01 1,715 1,089 NE46th Street South ofNE 46th Street Northbound 852 1,490 1.01 861 1,505 Southbound 1,845 1,158 1.01 1,863 1,170 x:\F1-TPTo\143184000 Easeide Rid, WMP Update\Report\Eaaside Ridge CDMP.do, Page -16 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SR 934/NW/NE 82"d Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) SR 934/NW 82nd Street west of NW 4th Avenue, SR 934/NE 82nd Street west of NE 3rd Place & SR 934/NE 82nd Street west of US 1 20 3 177 15 riders Route 79 Westbound 59 (20) (3) (177) (38 riders) 5 13 767 143 riders Route 112/L Westbound 59 (5) (13) (767) (411 riders) Route202 Southbound/ 60 1 59 59 5 riders Westbound (60) (1) (59) (3 riders) 17 1,003 163 riders Westbound - - (17) (1,003) (452 riders) Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SR 934/NW/NE 79th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) SR 934/NW 79th Street west of NW 4th Avenue & NE 79th Street west of NE 4 Court 20 3 177 48 riders Eastbound 59 Route 79 (20) (3) (177) (26 riders) 20 3 177 15 riders Westbound 59 (20) (3) (177) (38 riders) 5 13 767 512 riders Eastbound 59 Route 112/L (5) (13) (767) (184 riders) 5 13 767 143 riders Westbound 59 (5) (13) (767) (411 riders) Northbound/ 60 1 59 6 riders Eastbound S9 Route 202 (60) (1) (59) (4 riders) Southbound/ 60 1 59 5 riders Westbound (60) (1) S9 (59) (3 riders) 17 1,003 566 riders Eastbound - - Total (17) (1,003) (214 riders) 17 1,003 163 riders Westbound - - (17) (1,003) (452 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 17 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 8: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 2nd Avenue Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NW 2nd Avenue north of NW 75th Street, NW 2nd Avenue north of NW 64th Street NW 2nd Avenue south of NW 59th Street, NW 2nd Avenue north of NW 46th Street & NW 2nd Avenue south of NW 46th Street 7 9 531 49 riders Northbound 59 Route 2 (7) (9) (531) (64 riders) 7 9 531 58 riders Southbound 59 (7) (9) (531) (66 riders) 60 1 59 6 riders Northbound 59 (60) (1) (59) (4 riders) Route 202 60 1 59 5 riders Southbound 59 (60) (1) (59) (3 riders) 10 590 55 riders Northbound - - (10) (590) (68 riders) Total 10 590 63 riders Southbound - - (10) (590) (69 riders) Table 9: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on North Miami Avenue Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) North Miami Avenue north of NW 75th Street, North Miami Avenue north of NW 64th Street, North Miami Avenue south of NW 59th Street, North Miami Avenue north of NW 46th Street & North Miami Avenue south of NW 46th Street 7 9 531 49 riders Northbound 59 Route 2 (7) (9) (531) (64 riders) 7 9 531 58 riders Southbound 59 (7) (9) (531) (66 riders) 7 8 472 125 riders Northbound 59 Route 9 (7) (8) (472) (185 riders) 7 8 472 192 riders Southbound 59 (7) (8) (472) (89 riders) 10 6 354 73 riders Northbound 59 Route 10 (12) (5) (295) (106 riders) 10 6 354 104 riders Southbound 59 (12) (5) (295) (40 riders) 60 1 59 6 riders Northbound 59 Route 202 (60) (1) (59) (4 riders) 60 1 59 5 riders Southbound 59 (60) (1) (59) (3 riders) 24 1,416 253 riders Northbound - - Total (23) (1,357) (359 riders) 24 1,416 359 riders Southbound - - (23) (1,357) (198 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 18 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 10: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 2nd Avenue, NE 4th Court, and Biscayne Boulevard/US 1 Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NE 2nd Avenue north of NE 75th Street, NE 2nd Avenue north of NE 64th Street, NE 4 Court south of NE 67 Street & Biscayne Boulevard/US 1 north of NE 71st Street 9 7 413 141 riders Northbound 59 Route 3 (6) (10) (590) (248 riders) 9 7 413 174 riders Southbound 59 (6) (10) (590) (186 riders) 7 8 472 125 riders Northbound 59 Route (7) (8) (472) (185 riders) 7 8 472 192 riders Southbound 59 (7) (8) (472) (89 riders) 10 6 354 73 riders Northbound 59 Route 10 (12) (5) (295) (106 riders) 10 6 354 104 riders Southbound 59 (12) (5) (295) (40 riders) 15 4 236 35 riders Northbound 59 Route 16 (10) (3) (177) (149 riders) 15 4 236 42 riders Southbound 59 (10) (4) (236) (55 riders) 12 5 295 99 riders Northbound 59 Route 93 (12) (5) (295) (93 riders) 15 4 236 89 riders Southbound 59 (15) (4) (236) (92 riders) 60 1 59 6 riders Northbound 59 Route 202 (60) (1) (59) (4 riders) 60 1 59 5 riders Southbound 59 (60) (1) (59) (3 riders) 31 1,829 479 riders Northbound - - Total (32) (1,888) (785 riders) 30 1,770 606 riders Southbound - - (32) (1,888) (465 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 19 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 11: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on Biscayne Boulevard/US 1 Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) Biscayne Boulevard/US 1 north of NE 79th Street 9 7 413 141 riders Northbound 59 Route 3 (6) (10) (590) (248 riders) 9 7 413 174 riders Southbound 59 (6) (10) (590) (186 riders) 15 4 236 35 riders Northbound 59 Route 16 (10) (3) (177) (149 riders) 15 4 236 42 riders Southbound 59 (10) (4) (236) (55 riders) 9 7 413 32 riders Route 33 Southbound 59 (10) (6) (354) (24 riders) 12 5 295 99 riders Northbound 59 Route 93 (12) (5) (295) (93 riders) 15 4 236 89 riders Southbound 59 (15) (4) (236) (92 riders) 16 944 275 riders Northbound - - Total (18) (1,062) (490 riders) 22 1,298 337 riders Southbound - - (24) (1,416) (357 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 20 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 12: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 2nd Avenue, NE 4th Court, Biscayne Boulevard/US 1, and Federal Highway Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NE 2nd Avenue south of NE 46th Street, NE 2nd Avenue north of NE 50th Terrace, NE 2nd Avenue south of NE 59th Street NE 4th Court south of NE 59th Street, Biscayne Boulevard/US 1 south of NE 59th Street, Biscayne Boulevard/US 1 south of NE 54th Street Biscayne Boulevard/US 1 south of NE 46th Street & Federal Highway north of NE 46th Street 9 7 413 141 riders Northbound 59 (6) (10) (590) (248 riders) Route 3 9 7 413 174 riders Southbound 59 (6) (10) (590) (186 riders) 7 8 472 125 riders Northbound 59 (7) (8) (472) (185 riders) Route 9 7 8 472 192 riders Southbound 59 (7) (8) (472) (89 riders) 10 6 354 73 riders Northbound 59 (12) (5) (295) (106 riders) Route 10 10 6 354 104 riders Southbound 59 (12) (5) (295) (40 riders) 15 4 236 35 riders Northbound 59 (10) (3) (177) (149 riders) Route 16 15 4 236 42 riders Southbound 59 (10) (4) (236) (55 riders) Westbound/ 7 8 472 21 riders 59 Northbound (7) (8) (472) (24 riders) Route 62 Eastbound/ 7 8 472 3 riders Southbound (7) (8) 59 (472) (1 riders) 12 5 295 99 riders Northbound 59 (12) (5) (295) (93 riders) Route 93 15 4 236 89 riders Southbound 59 (15) (4) (236) (92 riders) 60 1 59 6 riders Northbound 59 (60) (1) (59) (4 riders) Route 202 60 1 59 5 riders Southbound 59 (60) (1) (59) (3 riders) 39 2,301 500 riders Northbound - - Total (40) (2,360) (809 riders) 38 2,242 609 riders Southbound - - (40) (2,360) (466 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 21 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 13: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW/NE 71st Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NW 71st Street west of NW 2nd Avenue & NE 71st Street west of NE 2nd Avenue Northbound/ 60 1 59 6 riders 59 Eastbound (60) (1) (59) (4 riders) Route 202 Southbound/ 60 1 59 5 riders Westbound (60) (1) 59 (59) (3 riders) 1 59 6 riders Eastbound - - (1) (59) (4 riders) Total 1 59 5 riders Westbound - - (1) (59) (3 riders) Table 14: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NW 62nd Street west of NW 2nd Avenue & NW 62nd Street west of NW 1st Avenue Westbound/ 7 8 472 21 riders Northbound (7) (8) S9 (472) (24 riders) Route 62 Eastbound/ 7 8 472 3 riders Southbound (7) (8) 59 (472) (1 riders) Southbound/ 60 1 59 5 riders Eastbound S9 Route 202 (60) (1) (59) (3 riders) Northbound/ 60 1 59 6 riders Westbound (60) (1) S9 (59) (4 riders) 9 531 8 riders Eastbound - - (9) (531) (4 riders) Total 9 531 27 riders Westbound - - (9) (531) (28 riders) Table 15: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd/61st Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NW 61st/62nd Street (eastbound) west of NE 4th Court 7 8 472 3 riders Route 62 Eastbound 59 (7) (8) (472) (1 riders) Route 202 Southbound/ 60 1 59 59 5 riders Eastbound (60) (1) (59) (3 riders) 9 531 8 riders Total Eastbound - - (9) (531) (4 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 22 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 16: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62"d Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) 62nd Street (westbound) west of NE 4th Court 7 8 472 21 riders Route 62 Westbound 59 (7) (8) (472) (24 riders) Route 202 Northbound/ 60 1 59 59 5 riders Westbound (60) (1) (59) (3 riders) 9 531 26 riders Total Westbound - - (9) (531) (27 riders) Table 17: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW/NE 54th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NW 54th Street west of NW 2nd Avenue, NE 54th Street west of NE 2nd Avenue & NE 54th Street west of US 1 30 2 118 5 riders Eastbound 59 Route 54 (15) (4) (236) (9 riders) 20 3 177 7 riders Westbound 59 (20) (3) (177) (10 riders) Northbound/ 60 1 59 6 riders 59 Eastbound (60) (1) (59) (4 riders) Route 202 Southbound/ 60 1 59 5 riders 59 Westbound (60) (1) (59) (3 riders) 3 177 11 riders Eastbound - - Total (5) (295) (13 riders) 4 236 12 riders Westbound - - (4) (236) (13 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 23 March 2020 Kimley>»Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 18: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 79th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NE 79th Street west of NE 10th Avenue & NE 79 Street east of Bayshore Court 20 3 177 48 riders Eastbound 59 (20) (3) (177) (26 riders) Route 79 20 3 177 15 riders Westbound 59 (20) (3) (177) (38 riders) 5 13 767 512 riders Eastbound 59 (5) (13) (767) (184 riders) Route 112/L 5 13 767 143 riders Westbound 59 (5) (13) (767) (411 riders) 16 944 560 riders Eastbound - - Total (16) (944) (210 riders) 16 944 158 riders Westbound - - (16) (944) (449 riders) Total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities to determine person -trip level of service for the study area's transportation corridors. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 2. Table 19 and Table 20 present the existing transportation corridor levels of service. As indicated, the transportation corridors have excess person -trip capacity during the A.M. and P.M. peak hours and operate at adopted levels of service. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 24 March 2020 Kimley>»Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 19: Existing A.M. Peak Hour Roadway Capacity RoadwW Se.sent MM. 2024 AM Peak Beam Mimes AM Pmk Hour Transit RNerthp AM PeakaeurTotd VdunaM DlndtbnalP akHourCWacityl'I AM Peak lour Transit Capacity AM Peek Hear Total CaltadtVM AM PeakHour Goa Capacity AM Peak Kau r Lesel of SerJa Fro. To Vehicles PelaarTdal'I PenomTdps Person-Tem Vehicles heon-Tdp'I Peace -TAR Parton -Tripe Parton-Td9 V/C LOS SP934/NV/NE82nd Street NN 9th /venue Wat of NN 4th/venue Westbound 2259 1,753 163 1926 ;520 3528 1A03 4531 ;605 0.425 C NE 3rd Place N est of NE 3rd Place Westbound 2030 2642 163 1605 ;520 3,528 1A03 6,531 ;926 0.354 C Bi scans Boulaard/USS 1 Nat of Biscayne Bo ula and/161 Wertbound 988 2383 133 1546 2,520 3,528 1A03 4,531 ;985 0.361 C NN 9th Nmue West of NN 4th/venue Eastbound 2303 1,824 566 ;330 2.688 3,763 1A03 4,766 ;376 0.501 0 Wertbound 367 514 163 677 643 896 1A03 2899 2222 0.356 C NE4th Court West of NE4th hurt Eastbound 1426 1.996 566 2562 2.432 3A05 1.003 4.908 1.895 0.581 D Westbound 909 573 163 736 800 2120 1A03 2123 2387 0.346 C 5R934/MV/NE 79th Street NE10th Nmue West NEIUth9 a Eastbound 2249 2749 560 ;309 ;432 3A05 999 4,349 ;090 0.531 D Westbound 717 1,004 158 ;162 800 1,120 940 2064 902 0.563 D BWshore Court East of BWsbre Court Eastbound 2764 ;470 560 3,030 2,560 3,584 940 4,528 1,498 0.669 D Westbound 2666 ;332 158 2,430 ;560 3584 999 4528 ;038 0.550 D NV/NE71st Street WC 2nd bolus West fNM2 db u Eastbound 325 455 6 661 720 1038 59 2067 936 O.432 C Westbound 288 403 5 408 720 1008 59 2067 659 0.383 C NE 2nd Avenue West of NE 2nd Avenue Eastbound 265 371 6 377 720 1008 59 2067 690 0.353 C Westbound 186 260 5 265 720 1,008 59 2067 932 3.249 C NN/NE 62ndStreet NV 2nd/vaWe Watof NV 2nd/venue Eastbound 704 936 8 994 1,530 2,142 531 ;673 1,679 0.372 C Westbound 945 2323 27 1350 1530 2,1et2 531 2.6)3 2323 0.505 0 NE 1st Avenue West fNE1 tb Eastbound 521 729 8 737 2530 ;142 531 ;673 2936 0.276 C Westbound 307 430 27 457 2530 2,142 531 2673 2216 0.171 C NE4th Court Matte NE4th Court Westbound 309 433 9 442 1,836 2,570 531 3,101 ;660 0.142 C NE 6105tr. NE4th Court Wet of NE4th Court Eastbound 373 522 26 548 ;836 2,570 531 3,101 ;553 0.177 C NW/NE54th Street NW 2nd/venue Watnf NV 2nd/venue Eastbound 721 1,009 11 1,020 1,900 2,660 177 ;837 1,817 0.360 C Wertbound 572 801 12 813 ;300 2,660 236 2,896 ;083 0.281 C NE 2nd Avenue West of NE2 dAv u Eastbound 523 732 11 743 2500 2.660 177 ;837 2,091 0.262 C Westbound 495 693 12 705 1900 2660 236 ;896 2.191 1243 C US1 Nestor 491 Eastbound 583 816 11 827 1900 ;660 177 2837 2010 0.292 C Wertbound 366 482 12 494 ;300 2,660 236 2.,896 2.402 0.170 C NV 2nd Maus NN 75th Street Nprth of NV)Sth Street Northbound 160 229 55 279 ;530 2,142 236 ;378 ;099 0.117 C Southb0u.d 169 237 63 300 720 1008 236 1244 944 0.241 C NN 64th Strad North d NN 64th Street Northbound 238 333 55 388 576 806 236 2042 654 0.372 C So!4hb.9nd 357 500 63 563 576 806 236 1042 480 0.540 0 NN53th5trea south of NV 59th5treet Northbound 269 377 55 432 576 806 236 1042 611 3A14 C Southbound 328 459 63 522 576 803 236 2042 520 3.501 0 NN 95Ih Street North of NV 4Mh Street Northbound 195 273 55 328 576 803 236 2042 714 3.315 C Southbound 345 483 63 916 576 803 236 2042 096 3.524 0 NW46th Strad South of NN 960Street Northbound 238 333 55 383 576 803 236 2042 659 3.372 C Southbound 927 598 63 661 576 803 236 2042 382 3.334 0 North M and Benue N 75th Street North of N 75th Street Northbound 1,512 ;117 253 2.370 1710 ;394 1,416 3,810 1,440 0.622 C Southbound 516 722 359 1,081 1710 ;394 1,416 3,810 ;729 0.284 C N 64th street North of N 64th street Northbound 483 676 253 929 ;710 2.394 1A16 3,810 2,881 0.244 C 5ou066nund 2517 2,124 359 2A83 ;710 2,394 1A16 3,810 2327 0.652 C N 5905tred South of N59th Street Northbound 977 668 253 921 ;710 ;394 1,416 3,810 ;889 0.242 C SoL017!o2.d 1,433 ;006 359 ;365 1710 ;394 1,416 3,810 2995 0.621 C N46th Street North of N46th Street Northbound 903 564 253 817 ;710 ;394 1A16 3810 2993 0.214 C Southbound 1,223 2712 359 2.071 ;710 ;394 1A16 3,810 2739 0.544 C N4605treet South of N96lh Street Northbound 386 540 253 793 ;710 2,334 1A16 3810 3017 0.208 C 60109704.4 2239 2728 359 2087 ;710 ;394 1,416 3,810 2723 0.548 C NE2nd /venue NE75thSUM North of NE)Sth Street Northbound 337 472 479 951 1,459 2,036 1,829 3,865 2914 0.246 C 601010o3.4 765 2071 606 1,677 4,459 2,036 2)70 3,806 2129 3941 0 NE61th Street North of NE 646 Street Northbound 984 618 679 1157 2148 1931 1,829 3,436 ;280 0.337 C Southbound 914 1,280 606 1,886 ;198 1937 2720 3377 1,492 0.558 D NE59th Street South of NE 59th Street Northbound 330 462 SOD 962 756 1,058 2,301 3359 ;397 0.286 C 5outhb0und 891 1,247 609 ;356 756 1,058 2,242 3,300 2444 0.562 0 NE51st Shea South of NESSst Street Northbound 398 557 500 1057 756 1058 2,301 3.359 2302 3.315 C Southbound 722 2011 609 1,621 756 1058 2,242 3,300 2681 0A91 0 NE46th Street South of NE46th Street Northbound 227 318 500 318 576 806 2301 3,107 ;290 0.263 C 5outhb0und 630 952 609 2561 576 806 2,242 3,048 2487 0.512 0 NE 9th Court NE6)th5treet South of NE 67th Street Northbound 302 423 679 502 576 806 1829 ;635 1734 0.342 C 503194.21.4 973 662 606 2268 576 806 1,770 2,5)6 2308 0.492 0 NE59th Street South of NE 596 Street Northbound 955 637 500 1137 576 806 2,301 3107 1970 1366 C Southbound 192 269 609 378 576 806 2242 3,048 ;171 0.288 C federal frimay NE46th Bred North of NE 4Mh Street Northbound 302 423 500 923 576 806 2,301 3,107 2,185 3.297 C Southbound 659 923 603 ;532 576 803 2,242 3,048 2517 3.502 0 9 sca1ne BoulaaldAS 1 NE)9th5treet forth of NE 29th5tre2 Northbound 997 2396 275 2671 2615 2,261 940 3,205 2534 0.521 0 Southb0u.d 2573 2.212 337 3.539 2615 2.261 ;298 3,559 2021 0.713 D NE71st Strew North of NE)10 Street Northbound 2070 2498 679 ;977 2615 2.261 1,829 6090 2,113 O.483 D 540410o314 1,812 2537 606 3,143 1,615 ;261 1,770 4,031 888 0.780 0 NE59th Street South of NE 59th Street Northbound 995 1,393 500 1,893 2210 2380 2,301 4 681 ;788 3A04 C Southbound 2201 2,381 609 2.9. ;200 2.330 2,242 4,622 2632 3.667 0 NE54th5treet South of NE 540Stre2 Northbound 805 2127 500 ;627 ;700 2,380 2,301 4,631 3,054 0.348 C 601010o2.4 2715 ;901 609 3010 1700 2,380 2242 4622 2612 0.651 D NE46th Street South of NE46th Street Northbound 861 2215 SOD 2705 1700 2,380 1301 4,681 2,975 0.364 C Southbound 2863 ;608 609 3,217 ;700 2,380 2,242 4,622 2405 0.636 0 No. h%Iunes Nehida& were concerted. person -trips using .4 perm n/vehi cle oc upancy per 0ty of Mi a.i standards. I'Illlre1Aonal peak bur capacity derived frem the 2013 FOOTOup]0y/LOS Hon Oook and the Manl-DawMewn DN S:\FTL_TPTO\143184003 East6de Ridge CDMP UpdatMreport\East4de Ridge ONNP.dpv Page - 25 March 2020 Kimley »Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 20: Existing P.M. Peak Hour Roadway Capacity Roadway %Med Direction2020 PMPeak9eson VS.., PM P.M Hour Tr.. Mde ship PM Peak Hour Total Vohs.M dn4bMl Pea Flour'I PM Peak Hour Transit Capacity PM Peak Hour Total Coped. M PMPeakHour Ea® Cep.. PM Peak Hour Lets! of Sen. Fnm To Vehicles Pensn.Tdps'I Pesos-T4pa Person-Tdp Vehicles Person-111m I Person-Tdw Person-Tdps Pesos -Trips V/C L09 SR934/MV/NE82nd5treet NW 4th/venue Wst of NN 4th/venue Westbound 1,311 2835 452 2.287 ;520 3,528 2003 4,531 ;244 0.505 C NE3rd Place Wstof NE3rdPlace Westbound 1,266 2772 452 2.224 ;520 3,528 2003 4,531 ;307 0A91 C 8 scsne 80ulsard/1S 1 Wst of 8 scarps 9auls..49.51 Wstbound 1,093 1,530 452 1,982 2,520 3,528 1,003 4,531 2,549 0.437 C NN4tb Menus Weataf NN4thh, u Eastbound 1,334 2868 214 2.082 ;688 3,763 2003 4,766 2.685 0A32 0 Westbound 523 732 452 1,184 640 896 2003 1,899 715 0.624 0 NE4th Court Wst of NE4th Court Eastbound 1,528 2139 214 2.353 2432 3,405 2003 4,408 2,055 0.534 0 Westbound 629 881 452 2333 800 2120 2003 2.123 790 0.628 0 SR 934/NN/NE 73th Strom NE 10. Menus West NE10. Mmue Eastbound 1,541 2152 210 2.367 2432 3,405 944 4,349 1,981 0.544 0 Westbound 458 641 449 1,090 800 1,120 944 ;064 974 0.528 0 Bayslnre Court East of Beyshare Court Eastbound 1,613 ;258 210 ;468 ;560 3,584 944 4,528 ;060 0.545 0 Si stbound 1,879 ;631 449 ;080 2,560 ;584 944 4,528 1,448 0.680 0 NN/r4E71st Street WI2nd berme W t fNN2 dM a Eastbound 335 469 4 473 720 2008 59 1,067 594 0443 C Westbound 392 549 3 552 720 2008 59 1,067 515 0.517 0 NE2nd Venue West fNE2 dM u Eastbound 218 305 4 309 720 1,008 59 1,067 758 0.290 1 Si stbound 286 400 3 403 720 1,008 59 1,067 664 0.378 C NN/NE62nd Street NN2nd berme W t fNN2 dM a Eastbound 596 834 4 838 1,530 2.142 531 2.673 2835 0.314 C Westbound 694 972 28 1,000 1,530 2.142 531 4673 2673 0.374 1 NE1st Menus West of NE 1st Se a Eastbound 449 629 4 633 1,530 2.142 531 4673 ;040 0.237 1 Westbound 448 627 28 655 1,530 2.142 531 2.673 ;018 0.245 C NE4th Court Wst of NE4th Court Wstbound 395 553 5 558 1,836 2,575 531 3,101 2,543 0.181 C NE61et3tce4 NE4th Court Wst of NE4th Court Eastbound 338 473 27 500 1,836 2,575 531 3,101 2,601 0.161 C NW/NE 54th Street NN2nd berme W t fNN2 dM a Eastbound 827 2158 13 1471 1900 2.660 295 2.955 1,784 0.396 C Wesbound 699 979 13 992 1,900 2.6. 236 2896 2904 0.342 C NE 2nd/venue West of NE 2nd Mnue Eastbound 495 693 13 706 2900 ;660 295 2.955 ;249 0.239 C Wesbound 667 934 13 947 2900 ;660 236 2896 2949 0.327 C US Wst of.1 Eastbound 559 283 13 Mfi 2900 ;660 295 2.955 2.159 0.269 C Westbound 652 913 13 926 1,900 ;660 236 4896 1,970 0.320 C NA, 2nd/venue MV 75.59. North of NN TSth Str. Northbound 684 958 68 ;926 2530 2142 236 2.378 1.352 0A31 0 SautWeund 111 155 69 224 220 1,008 236 ;244 1.020 0.180 C MV 64th59e4 North of NN 64thWW. Northbound 561 785 68 853 576 806 236 14041 189 0.819 0 SautFbeund 244 342 69 411 576 806 236 14041 632 0.394 C NN59th59. South of NN 59th Str. Northbound 558 281 68 849 576 806 236 14041 193 0.815 0 SautWeund 325 455 69 SM 576 806 236 14041 518 0.503 0 MV 46th59e4 North of NN 4Mh Stre3 Northbound 421 589 68 657 576 806 236 14041 385 0.631 0 SautFbeund 233 326 69 395 576 806 236 14041 CAT 0.379 C NN461h59. South of NN 46th Stre3 Northbound 446 624 68 692 576 806 236 14041 350 0.664 0 Southsund 260 364 69 433 576 306 236 2042 609 0A35 C North Manl Menus N75th Street North of N 28h Stn. Northbound 550 775 359 1429 1,710 2394 2357 3,251 2.622 0.301 C Sautlb,Nnd 1,154 2616 198 2814 1,710 ;394 2357 3,251 1,937 0A83 C N64th Street North of N 640 Stn. Northbound 1A51 2,031 359 ;390 1,710 2,394 2357 3,251 1,361 0.637 C Sautlb,Nnd 456 638 198 836 1,710 2.394 2357 3,251 2.915 0.223 C N5MhStreet South of N 590 Street Northbound 1,346 2884 359 ;243 2710 2.394 2357 3,251 1,508 0.598 C Sautlb,Nnd 439 615 198 813 1,710 2.394 2357 3,251 2.938 0.217 C N4fthStreet North of N460Street Northbound 1,046 1Afi4 359 1,823 1,710 2.394 2357 3,251 1,928 0A86 C Sautlb,Nnd 422 591 198 789 1,710 2.394 2357 3,251 2.962 0.210 C N4614Street South of N460 Stn. Northbound 1,024 1A34 359 ;793 2710 2.394 2357 3451 2958 OA. C SoutWound 419 587 193 785 2710 ;334 2357 3451 2.966 0.209 C NE2nd Mnue NE75th6644 North of NE750greet Northound 295 1,113 235 1,338 1,454 2,036 1,838 3,324 2,026 DAM 0 SouNbound 401 561 465 1,926 1,454 2,036 1,838 ;324 2,892 0.262 C NE64th Street North of NE661h Strout Northound 1,040 1,456 735 2,241 1,148 1,607 1,888 3,495 1,254 0.641 0 SouHbound 481 673 465 1,138 1,148 1,607 1,888 3,495 2,357 0.326 C NESMh Street Muth of NE58h8ra4 Northound 895 1,253 819 2,062 756 1,058 ;360 3,418 1,356 0.603 0 SouHbound 494 692 466 1,158 756 1,058 ;360 3,418 2,261 0.339 C NE S14Street South of NES1st Street Northound 834 1,168 819 1,977 756 1,058 ;360 3,418 1,442 0.578 0 SouHbound 436 610 466 1,076 756 1,058 ;360 3,418 2,342 0.315 C NE48h Street South of NE461h Strout Northound 553 774 819 1,583 576 806 ;360 3,166 2583 0.500 0 SautFbeund 383 536 466 1,002 576 806 ;360 3,166 ;164 0.317 C NE4th Court NE62th Street South of NE62Ih8ra4 Northound 646 904 735 1,689 576 806 1,888 2,69E 1,005 0.627 0 SouHbound 223 312 465 777 576 806 1,888 2,69E 1,917 0.288 C NESMh Street South of NE58h8ra4 Northound 186 260 819 1,069 576 806 ;360 3,166 2,097 0.338 C SautFbeund 585 819 466 1,285 576 806 ;360 3,166 1,881 0A06 C federal4I fiMM NE46th5tre0 North of NE46t. Mr. Northound 507 210 819 1,519 576 806 ;360 3,166 1,648 DAM) 0 SautWeund 289 405 466 871 576 806 2,360 91. 2.296 0.275 C B acayne BOulsard/ISI NE791h Mr. North of NE78h8ra4 Northound 1,205 1,687 490 2,177 1,615 2,261 1,062 3,323 1,146 0.655 0 SouHbound 1,158 1,621 357 1,978 1,615 2,261 1,416 3,677 1,699 0.538 0 NE714S80 North of NE71st Street Northound 1,165 1,631 735 2,416 1,615 2,261 1,888 4,149 1,733 0.582 0 SouHbound 1,221 1,709 465 2,174 1,615 2,261 1,888 4,149 1,925 0.52A 0 NESMh Street South of NE58h8ra4 Northound 1,414 1,981 809 2,289 ;700 2,380 ;360 4,740 1,951 0.588 0 SouHbound 1,174 1,644 466 2,110 1,700 2,380 ;360 4,740 2,630 0445 0 NE54thStre0 South of NE54Ih8ra4 Northound 1,382 1,935 819 2,244 ;700 2,380 ;360 4,740 1,996 0.579 0 SouHbound 1,089 1,525 466 1,991 ;700 2,380 ;360 4,740 2,249 0421 C NE48h Mtreet South of NE48h SS. Northbound 1,505 ;107 809 2.916 1,700 ;380 ;360 4,740 1,824 0.615 0 SautFbeund 1,170 2638 466 2,104 2700 ;380 2,360 4,740 2.636 0444 0 Note .Volun eshehl cles1were converted to personidps pin 1.4person/vehlcleocctaanW per City of Mlanl standards. I'I9 racoon al peak ho r cacacily derived from the2913 FOOT IDIoIBy/LOS lbndook and the Mani -Downtown DM 4l,FTL_TPT0\14318400D Eadade Ridge COMP Updete\Report\Ee49de Ridge OSMP.dav Page -26 March 2020 Updated Comprehensive Plan Amendment Traffic Impact Analysis SHORT-TERM (YEAR 2025) CONDITIONS CAPACITY ANALYSIS Short-term (year 2025) conditions were analyzed with and without the proposed amendment. Background Area Growth Short-term growth on the study area's roadways was determined based on a comparison of the 2010 and 2040 traffic volumes from the Southeast Florida Regional Planning Model (SERPM) and from the 10-year historical growth trends calculated from FDOT count stations within the study area. A growth rate of 1.21 percent (1.21%) was used based on the SERPM model and 10-year historic growth. The growth rate was applied to the 2020 traffic data and compounded annually to develop the 2025 volumes. Detailed growth calculations are contained in Appendix G. Committed Developments The City of Miami identified the Miami Design District Special Area Plan (SAP), Miami Design District SAP Amendment, Miami Design District SAP Amendment #2, Magic City SAP, and Miami Jewish Health Systems as committed developments. These developments were included as a background condition. Available information for these developments is included in Appendix H. Roadway Segment Analysis Tables 21 through 24 provide a summary of the A.M. and P.M. peak hour roadway segment analyses for short-term (year 2025 conditions) without amendment traffic and short-term (year 2025 conditions) with amendment traffic. The results indicate that all roadway segments are expected to operate at adopted levels of service (LOS E or better). K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 27 March 2020 Kimley>»Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 21: Short-term (Year 2025) A.M. Peak Hour Roadway Capacity Reatleey a mere Direction IDID AM Peak3eeen Vduno Growth Rate 2025AM ne k5een Vnlenea Comm Rtetl Oevelopmerrb AM kHeurT MTransit Ridership IDS' 8xkgmund AM PeakHaur TNd Volume N) Directional Pea/DourAM peakX. Ce➢etltY'I pM Peek Hour T Transit CepWtll PukXeur Totd Coatlty co pip PeakHeurEaeu Nbpyty AM PeakX LLLLsel of.rdre Free Te Vefdes Person-Trbsl'I Vehicles Peeon-Trl,pl VMM, Person-Tr1Rrl Person -Trier Pemon-Trips Vehicles Person-TBR rI PerseeTder Pe eMONIPs Poem -Trim V/C 505 511934/NN/NE82nd Street Mvbth Ammo West of NN 9th Nmue Wetbound 1,259 1,763 12136 2337 2872 0 0 163 2035 2,521 3,328 1,003 4,531 2,495 0.449 C NE3rd PI ace W est of NE3rd Place Wetbound 1,030 1442 12136 1094 2531 0 0 163 2691 2,521 3,328 1,003 4,531 2837 0.374 C 9sc MoeeoulerardM 1 W est of 8sca]ne eoulevgrd/I* 1 Wetbound 988 1383 121% 1049 1469 0 0 163 1632 2.520 3.528 1003 4,531 2.899 0.3E0 C SR 934/NNME]Rh Street NW 41hNmue begot NN 40 Nmue Eastbound 1,303 1,824 121% 1384 1937 0 0 566 2,503 2,688 3,763 1,003 4,766 2253 0.525 D Westbound 367 514 12156 390 545 0 0 163 709 640 896 1,003 1899 1190 0.373 C NEbthCourt Wert of NEbth Court Eastbound 1,426 1,996 121% 1514 ;120 0 0 566 2,686 2,432 3.405 1003 4,408 1722 0.609 D Westbound 409 573 121% 034 608 0 0 163 771 800 1,120 1,403 2,123 1352 0.363 C NE ]Oth Ammo West NE ]O[h Nenue Eastbound 1,249 1,749 121% 2326 2857 0 0 560 2,417 2,4329. 3,405 9 4,349 1932 0.556 D Wetbound 717 1,004 1213 761 1066 0 0 158 2224 930 1,120 944 2,064 840 0.593 0 Danboro Court East of Ba]sbre Court Eastbound 176E 2470 UM 2873 2,623 0 0 5. 1183 2 560 3km 9M 4 528 1,345 0.703 0 Westbound 1,065 2,332 12156 2769 24]] 0 0 158 2.5 2,560 3,589 944 4,528 1893 0.582 D NN/NE 71st WARWestbound NW 2ntl Men. W d f NM 2 tl N u Eastbound 325 455 121% 345 483 0 0 6 489 720 1,008 59 1067 578 0.458 C 288 403 121% 306 428 0 0 5 433 720 1008 59 1067 634 0.406 C NE 2ntl Peen. Westaf NE 2ntl Benue Eastbound 265 371 121% 281 394 0 0 6 400 720 2008 59 1067 667 0.375 C Wastbound 186 260 12156 198 277 0 0 5 282 720 1,008 59 1067 785 0.26E C NN/NE62nd Street MN 2nd Nmue Wedof NN 2nd Nenue Eastbound 704 986 121% 748 2047 646 904 8 1959 1,530 ;142 531 2.673 714 0.733 D W mtbound 945 1323 121% 2004 1,405 250 350 27 1,782 1530 3,142 531 2,673 891 0.667 D NE 1st (venue West of NE 1st Nmue Eastbound 521 729 121% 553 775 646 904 8 1,687 1,530 2,142 531 2,673 986 0.631 D Westbound 307 430 12156 326 456 250 350 27 833 1530 2142 531 2,673 1,840 0.312 C NE4th (hurt West of NE4th Court Westbound 309 433 12156 328 459 454 635 9 2103 1,836 2570 531 3,101 1998 0.356 C NE61st greet NE4th(hurt West of NE4th Court Eastbound 373 522 12156 396 555 423 592 26 2173 1836 2570 531 3,101 1928 0.378 C NN/NE Sbth Rred NW 2ntl Men. W d fF1V 2 tlN u Eastbound 721 1009 121% 766 1072 0 0 11 1083 1,900 2660 177 2.837 1754 0.382 C Westbound 572 801 121% 607 850 0 0 12 862 1.900 2660 236 2.896 2034 0.298 C NE 2ntl Peen. Westof NE 2ntl Men.Eastbound 523 732 121% 555 778 0 0 11 789 1900 2660 177 2.837 2,048 0.278 C Westbound 495 693 121% 526 736 0 0 12 748 1,900 3,660 236 2896 2.148 0.258 C LL61 West pfUSl Eastbound 583 816 121% 619 867 0 0 11 878 1,900 ;660 177 2837 1959 0.309 C Westbound 344 482 12156 355 511 0 0 12 523 1900 2,660 236 2,896 2,373 0.181 C FMI2nd Memo NV ]SM Stan[ North of NN ]Rh Street Northbound 160 224 121% 170 238 30 42 55 335 1530 ;142 236 2378 2,043 0.191 C kuthbound 159 237 12156 179 251 ]] 108 53 422 720 1,008 236 124E 822 0.339 C NV MMStrm[ North of NN Mth Street Northbound 238 333 121% 253 354 21 28 55 437 576 106 236 1042 605 0.419 C kuthbound 357 530 12156 379 531 ]] 108 53 932 576 106 236 1042 341 0.673 D FM'S9M Street South offal SRh StreetNorthbound 269 3]] 121% 286 400 77 108 55 563 576 806 236 1042 480 0.540 D 5a1h6ound 328 459 121% 348 488 29 41 63 592 576 806 236 1042 451 0.568 D NN bBh Street North of NN 46th StreetNorthbound 195 273 121% 207 290 77 108 55 453 576 806 236 2042 590 0.434 C Somhbound 345 483 121% 366 513 29 41 63 617 576 816 236 2042 426 0.592 D NV bfith Sheet South of NM bfth StreetNorthbound 238 333 121% 253 354 ]] 108 55 517 576 806 236 1,042 526 0.496 D kuthbound 427 598 12156 453 635 29 41 53 739 576 106 236 1042 304 0.709 D North Mani Menus N ]Rh Street North ofNJRh Street Norebound 1,512 2,117 121% LOOS 2248 29 41 253 2,542 1,710 239E 1416 3,810 1258 0.667 C kuthbound 515 722 12156 548 767 71 108 359 1234 1710 239E 1416 3,810 2576 0.324 C N 64th Street North ofN69th Street Norebound 483 676 121% 513 718 29 41 253 1012 1,710 239E 1416 3,810 2,798 0.266 C kuthbound 1,517 2,124 12156 2611 2255 71 108 359 2,722 1,710 239E 1416 3,810 1,088 0.714 C NSRh Street SomhofN5RhStreet Northbound 477 668 121% 507 709 77 108 253 1070 1.710 2394 1416 3,810 2T40 0.281 C sauthbound 1,433 2,006 121% 1522 2,131 29 41 359 2531 1710 2394 1,416 3,810 1279 0.664 C N4fth Street Nodh,f N9fth Bred Northbound 403 564 121% 428 599 77 108 253 960 1710 2394 1,416 3,810 2850 0.252 C Somhbound 1223 1712 121% 1,299 2818 29 41 359 2,218 1 710 2394 1416 3,810 1,592 0.582 C N4fth Street South of N4fth5tred Northbound 386 MO 121% 410 574 ]] 108 253 935 1,710 2394 1416 3,810 28]5 0.295 C kuthbound 1234 1728 12156 2310 1835 29 41 359 2,235 1 710 239E 1416 3,810 1575 0.587 C NE 2nd Avenue NE ]Rh Street North of NE TSth StreN Northbound 337 472 121% 358 501 124 174 479 115E 145E 2035 L829 3,865 2711 0.299 C kuthbound 755 1,071 121% 812 1137 310 434 606 2,177 1,45E 2035 1,770 3,806 1629 0.572 D NE 64th Street North of NE 64[h Shen Northbound 489 678 121% 514 721 98 137 479 1335 1148 2fi07 1829 3,436 2,100 0.389 C 6,uthbound 914 1.281 121% 971 /359 215 301 606 2266 1148 1607 1770 3,377 1.111 0.671 D NE SRh Street Sort of NE SRh StreetNorthbound 330 462 121% 350 491 223 312 500 1303 756 1058 2301 3,359 2056 0.388 C 6,uthbound 891 1247 121% 946 1,325 84 117 609 2,051 756 2058 2,242 3,300 1,249 0.621 D NE SLst Street Seu[h of NE51stStreet Northbound 398 557 121% 423 592 194 272 500 1,364 756 2058 2,301 3,359 1996 0.406 C Somhbound 722 1,011 12156 767 2073 00 98 609 1781 756 2058 2,242 3,300 2520 0.539 0 NE4605[red Somh of NE4fth5[reet Northbound 227 318 121% 341 337 194 272 500 2109 576 816 2,301 3,107 2999 0.357 C 6,uthbound 680 952 121% 722 1011 70 98 609 1718 576 806 2242 3,048 L330 0.564 D NE41hCourt NE 67th Street South of NE 67th StreetNorthbound 302 423 121% 321 449 14 20 979 948 576 806 1829 2535 1688 0.360 C 5omhbound 473 652 121% 502 703 31 43 606 2352 576 806 1,770 2576 1224 0.525 D NE SRh Street Sort of NE SRh Shen Northbound 455 637 121% 483 675 95 133 500 2309 576 806 2,301 3,107 1798 0.421 C Somhbound 192 269 12156 214 285 35 49 609 943 576 816 2,242 3,048 2195 0.309 C Federal Ndnvry NE4fthStreet North of NE4fthStreet Northbound 302 423 121% 321 449 95 133 500 2082 576 826 2,301 1107 2,025 0.398 C Somhbound 659 923 121% MO 981 35 49 939 1498 576 .6 2242 1048 1410 0.537 0 Roca/nu Bouleartl/L51 NE JRh Street With of NE JRh StreetNorthbound 997 1,396 121% 2059 1482 64 9D 2]5 18 47 1,615 29.1fi1 9 3,215 2358 0.576 0 5omhbound 1573 2202 12156 1,670 2,339 170 238 337 291E 1615 2161 2298 3,559 645 0.819 0 NE JLrt Wert North of NEJ1dStreet Northbound 1,010 1498 121% 2136 1591 64 9D 479 2,160 1,615 2161 2829 4,090 2930 0.528 0 kuthbound 1,812 2,537 121% 192E 2.694 170 238 606 3,538 1,615 2261 1770 9,031 493 0.878 D NE 590 Street South of NE 59tM1Street Northbound 995 1,393 121% 1057 1479 123 172 500 2151 1,700 2380 2,301 4,681 2,530 0.460 D 6,uthbound 1701 2381 121% 1,806 2,529 95 63 609 3201 1 700 2380 2242 4622 1,021 0.693 D NE 54th 5[red Somh of NE 54[h5hed Northbound 815 1127 121% 855 1,197 123 172 500 2869 1700 2380 2,301 4681 2812 0.399 C Somhbound 1,715 2,401 121% 1821 ;550 45 63 609 3,222 1,700 3,380 2.242 4,622 1,400 0.697 D NE4fthStreet South of NE4fthStreet Northbound 861 1,205 121% 914 1,280 123 172 500 2952 1,100 2380 2,301 4,681 2,729 0.417 C 5omhbound 1,863 2,608 12156 2978 2,770 45 63 609 3,442 1,700 2380 2,242 4,622 2180 0.795 0 Note ''\Veber es Vehicles) were mmerte1t, persontdps usi ng1A personfehicIeoccupanp per QV of Mi ani standard, 'D red! onaI peak bur capacity derived from the 2013 MOT 4o14W105Wnd600k and the MI anl-Downtown DN 5:\FTL_TPTO\193189003 Eadsde Ridge CDMP Updme\Report\Ee49de Ridge CDMP.d,or Page - 28 March 2020 Kimley>»Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 22: Short-term (Year 2025) P.M. Peak Hour Roadway Capacity Roadway Sewnent Direction .20 PM PeakSe®ur Vdune Growth Rate 2025 PM Peak Seem Valune Canm Hted Deebpmenh PM ...lour Tama Ridership Z025Bakw8wd PM Peak Xour Total Vdwne Wl Mmdbnd Peak Xour 4retltyp� PMPeakHnur Toe. Camel. PM Peek Hour Total CapaspY IC/ PM Peak lour Eaoes4redtY PM Peak. aur Lesel afSeNre Fran To Vehlds PersoMd.'I Vehie PawaMd,e'R Vehicle PesanetimM Person -tire Peemi4P VMldn PesonidR rr Poison -trips Peom4dle PMPnk.., WC 105 511934/MV/NEB2nd.Rred NN 411 Menus W B5of MN 489 Benue W etbound 1311 2335 121% 1392 2949 0 0 452 2401 2520 3,528 1003 4 531 2130 0.530 C NE3rd Place West of NE 3rd Place Westbound 1,266 2772 121% 1,344 2882 0 0 452 2334 2520 3,528 1,003 4,531 2197 0.515 C Nscdne BouldatlN51 West of Nacdne BouldatlN51 Westbound 1,093 2530 121% 1,161 L625 0 0 452 20]] 2520 3,528 2003 4,531 2454 3.958 [ NN 9th Menus IV etof NN 446 Pe u Eastbound 1,334 2868 121% 1.017 2983 0 0 214 2197 2688 3,763 1.003 6.766 2569 3.061 0 Westbound 523 732 12135 555 778 0 0 452 2230 640 896 1003 2899 669 0.648 0 NE4th Court Ware of NE4th Court Eastbound 1,528 2.139 121% 1,623 2272 0 0 214 2.486 2432 3A05 2003 4A08 2922 D.564 D 629 881 121% 668 935 0 0 952 2387 800 1,120 1,003 2,123 736 3.653 D SR 934/9#0ME 790 StreetWestbound NE 10th Menus West NE SOth Menus Eastbound 1541 2,157 121% 1637 2291 0 0 210 2,501 2,432 3,405 944 4349 2M8 3.575 D Westbound 458 641 121% 486 681 0 0 449 2130 800 1,120 944 2,066 934 0.547 D Bdshore Court East afBWahore Dud Eastbound 1,613 2258 121% 1,713 239E 0 0 2N 2608 2560 3,584 944 4,526 2920 3.576 D Westbound 1,879 2631 121% 1,995 2)94 0 0 449 3,243 2560 3,584 944 4,528 2285 3.716 D NN/NEJIs[Shed NW 3ntl Moue Wed of NW LnOMnue Eastbound 335 469 121% 356 498 0 0 4 502 720 2008 59 1,067 565 3.470 D Westbound 392 549 121% 416 583 0 0 3 586 720 2008 59 1,067 461 0.549 D NE 2ntl Menus Wet of NE 2ntl Menus Eastbound 218 305 121% 232 324 0 0 4 328 720 2008 59 2067 739 D.307 C Westbound 286 400 121% 304 425 0 0 3 428 783 2008 59 2067 639 0.401 C NW/NE 62nd Street NW 2ntl Mnue Westaf NW 2nd Menus Eastbound 596 834 121% 633 886 346 485 4 2375 2530 2,142 531 2,673 1,298 3.514 D Westbound 694 972 121% 737 2032 770 1,078 28 2138 2530 2,142 531 2673 535 0.800 D NE. Menus Westof NE SdM u Eastbound 449 629 121% 477 668 346 485 4 2157 2530 2142 531 2,673 2516 3.433 D Westbound 448 627 121% 476 666 770 2078 28 2772 2530 2142 531 2673 901 0.663 0 NE4th Court West of NE4th Court CCet4Ound 395 553 121% 419 583 387 542 5 1,134 2836 2,570 531 3,101 2968 3.366 C NE61st Street NE4th Court West of NE4th Court Eastbound 338 473 121% 359 503 566 792 27 2322 2836 2,570 531 3,101 2))9 3.426 C NW /NE 59th Street NW 2ntl Menus Wed of NW 2ntl Menus Eastbound 827 2156 121% 878 1230 5 7 13 2250 2900 2.660 295 2,955 2705 0.023 C W mWOuntl 699 979 121% 742 2039 7 10 13 2062 2900 2,660 236 2896 LBM 0.367 C NE 2nd Menus West of NE 2ntl Menus Eastbound 495 693 121% 526 736 4 6 13 755 2900 2,660 295 2955 2,200 9255 C Westbound 667 934 121% 708 992 5 7 13 2012 1,900 2,660 236 2896 1,884 0.349 C US Wet of US Eastbound 559 783 121% 594 831 6 8 13 B52 1,900 2,660 295 2,955 2,103 0.288 C W etbaund 652 913 121% 692 969 9 13 13 995 2900 2660 236 2,896 2901 9343 C 602ntl Menus NN 750 Strad North of NN JSM Street Northbound 664 958 121% 726 2017 91 127 60 2212 2530 2142 236 2378 2166 3.510 0 SoWhbound 111 155 121% 118 165 39 55 69 289 720 2008 236 1,244 955 D.232 C NN 64t95[red North of kW 64th Shea[ Northbound 561 785 121% 596 834 91 127 68 2029 576 806 236 2042 13 3.968 E Sorthbound 244 342 121% 259 363 39 55 69 487 576 806 236 1,042 556 3.957 D 6059th Strad South of Pile 59. StreetNorthbound 558 781 121% 593 830 40 56 68 954 576 806 236 1,042 88 3.915 D Southbound 325 455 121% 345 483 91 127 69 679 576 806 236 1,042 363 0.652 0 NN 46th Street North of NN 46th Street Northbound 421 589 121% 447 626 40 56 68 750 576 806 236 1,042 292 0.719 0 SoWhbound 233 326 121% M] 346 91 127 69 542 576 806 236 1,042 500 D.520 D NN 46th Stied South of NN 46th Shen Northbound 446 624 121% 474 663 40 56 60 787 576 806 236 1,042 255 3.755 D Sorthbound 260 364 121% 276 387 91 127 69 583 576 806 236 1,042 459 3.560 D North Mani Menus ...St9 North efNJS[h Siren Northbound 550 770 121% 564 818 134 168 359 2365 0,710 2394 1,357 3,751 2386 3.364 C Sorthbound 1154 1,616 121% 1226 2716 75 105 198 2019 2710 2,394 1357 3751 2732 3.538 C N 69th5tree5 North ofN69th StreetNorthbound 1.051 2031 121% 1,541 2157 134 188 359 2704 2710 2,394 1.357 3.751 1047 0.721 C Snmhbound 456 638 121% 484 678 45 63 198 939 2710 2,394 1357 3751 2812 0.250 C ...Street Sodh ofN591h5tren Northbound 1,346 2886 121% 1,429 2001 83 116 359 2476 2710 2,394 1.357 3,751 2275 0.660 C SoWhbound 439 615 221% 466 653 127 178 198 2029 2710 2394 2357 3,751 2722 3.274 C ...Street North of NO6th Streit Northbound 1,046 1,464 221% 1111 2555 85 119 359 2033 1,710 2394 2357 3751 2718 3.542 C Southbound 422 591 221% 448 627 129 181 198 1,006 1,710 2394 2357 3751 2745 3.268 C N45trt3 ed Semh of NOahStren Northbound 1026 1,434 121% 1,087 2522 85 119 359 2000 2710 2394 2357 3,751 2751 0.533 C Snmhbound 419 587 121% 445 623 129 181 198 2002 2710 2,394 1357 3751 2749 0.267 C NE2nd Menus NE ]9[h Shed North of NE 750 Street Pbrthbound 795 2113 121% 844 2182 428 599 785 2566 2450 2036 1.888 3.924 2357 0.654 0 Seuthbound 401 561 12114 426 596 203 284 465 2345 1,459 2036 1888 3924 2578 0.343 C NE 64th Stan North of NE W[h Sired Pbrthbound 1040 2456 121% 1,104 2546 341 477 785 2,808 2108 267 1,888 3A95 687 0.803 0 SoWhbound 481 673 12151 511 715 162 226 465 2406 1148 1607 1.088 3A95 2089 3.402 C NE 59th Stan Sotth of NE 596 Street Northbound 895 2253 121% 950 L331 177 M] 809 2387 756 2058 2360 3,418 2031 3.698 D Southbound 494 692 121% 525 734 303 424 466 2624 756 2058 2360 3,410 2794 0.475 D NE Sld Sired Seah of NE 5. StreetNorthbound 834 2168 121% 886 1,M0 163 228 809 2277 756 2058 2360 3,410 1,M1 0.666 D Southbound 436 610 121% 463 648 271 379 466 2493 756 2058 2,360 3,410 2925 0.437 C NEg6[h Shed kWh of NE460 Sired Northbound 553 774 121% 587 822 161 225 809 2856 576 806 2.360 3.166 2310 0.506 D SoWhbound 383 536 12114 407 569 266 372 466 2407 576 806 2,360 3,166 2759 0.444 C NE4th Court NE filth S[rrn Sotth of NE 67th Street Northbound 646 904 121% 686 960 63 BB 785 2833 576 806 1,688 2,694 861 3.600 D Southbound 223 312 121% 237 332 36 50 465 84) 576 806 1,088 2,694 2M1 D.315 C NE 59th Stan Sotth of NE 596 Sired Northbound 186 260 121% 198 277 73 102 809 2188 576 806 2,360 3,166 2978 D.375 C Southbound 585 019 121% 621 870 130 182 466 1.518 576 806 2,360 3,166 2648 3.979 D Federal M/rad NE4fi[h Street North of NE960 Stied Northbound 507 710 121% 538 754 73 102 809 2665 576 806 2360 3166 2501 3.526 D Southbound 289 405 121% 307 430 130 182 466 2078 576 806 2360 3166 2088 3.340 C Bzcdne Boulward/US 1 NE 7959 Shed North of NE 790 Sired Northbound 1,205 2687 121% 1,280 2792 200 283 490 2562 2615 2261 2062 3.323 761 3.771 0 Southbound 1158 2621 121% 1230 2722 154 216 357 2295 2615 2261 1,416 3677 2382 3.624 0 NE ]Sri 5[rrn North of NE 7Id9[red Northbound 1165 2631 121% 1237 2732 200 280 785 2797 2615 2261 1.080 4149 2352 3.674 0 Sodhbound 1,221 2709 121% 1,297 2815 154 216 465 2496 2615 2.261 1,888 4,49 2653 9601 D NE 59t9 Stied South of NE 59. Sired Northbound 1AM 2960 121% 1502 2,102 63 88 809 2999 2700 2,380 2360 4740 1,741 9633 D 5e45hb81]nd 1174 2644 121% 1247 2745 214 300 466 2511 2700 2,380 2360 4740 2229 0.530 D NE With Street Sotdh of NE 5459 Sired Pbrthbnund 1,382 2935 121% 1p68 2055 63 B8 809 2952 2700 2,380 2,360 4,J40 2788 0.623 D 5e45hb81]nd 1089 2525 121% 1,156 2619 214 300 466 2385 2700 2,380 2,360 4,740 2355 0.503 D NE46[h Shed South of 11.46th Sired Northbound 1,505 2107 121% 1,590 2238 63 88 809 2135 2700 2380 2,360 4.740 2605 3.661 0 Sodhbound 1,170 2638 121% 1,243 2740 214 300 466 2506 2700 2,380 2,360 4,740 2234 9529 D Note /oIOnes Nehlties) was co mated to person -trips usln 1.4 peso nivehlcle oa4sare. per ON of Man! standard . .Rrecsio nal peak hour cap achy derived from the 2013 WOT02olkly1.05fordbook and the M eni-Downtown ON L:\FTL_TPTO\143184009 Eadede Ridge CDMP Update\Report\Ee49de Ridge a.IP.dse Page - 29 March 2020 Kimley*lorn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 23: Short-term (Year 2025) with Amendment Traffic A.M. Peak Hour Roadway Capacity 1M • 3036 with Volume N1 Contrib... sonlosoadts IC, of Sorel. V/C LOS 934../.82. Street West oINW OIS Ave 15 13 721 NE4. Court oINE411. 37 771 33 934/NWINE eet 29 26 33 817 E , of Bay M1 Co 26 23 0 6. NW/NE 7.t Str 489 19 608 559 21 454 613 soo 15 415 652 382 17 299 NW/NE 62r. Street of d 34 soo 37 854 0 .1 11 OA. 975 12 OA. NE LIS Court NE.M1 Court NW/NE 641M1Stre. W t !NW 2 sift 15 862 4% Out 17 879 2. In 748 36% Out 856 US1 878 0% In 43% Out 623 163 5 6. NW 76. Street North of 3.76tM1St eet 335 339 423 436 818 NW &HS Street 597 703 71O 333 NW 6901 Street South of NW 691M1 cet 17 592 15 607 436 North of NW 469.treet 453 19 472 571 617 5% Out 21 3 0. 405 South of NW 4691 eet 517 8% In 547 496 33 271 Nark -So. 76.. 13 11 17 15 . In Out 33 8% In 30 0% Out 960 5% In 19 979 6% Out 21 0 6. 935 In 30 965 33 NE 7691Street Nort.INE t 12 0 3. 11 NE 66IS Street North of NE... 21 0 6. 19 NE 6901 Street S./Sof NE 5901. t 41 38 Sou. oRNE 61 t St so 87 NE 4601Street So.., NE 46. St 38 41 NE.M1 Court NE 67. Street 948 37 34 NE 6. Street South ofNE 6.9. t 37 1 1. 943 34 977 NE 4601 Street 19 21 NE 79. Street North of NE7901. t 46 02 0.1 North of NE 71.st. eet 62 57 436 NE 5. Street Sof . In 1. Out 66 1 4. 1. In 61 0% Out NE SOIS Street Sof 13% In 49 0% Out 0% In 1. Out 54 0 7. NE 46. Street South of NE46.. t 11% In 02 0% Out 0% In 46 IS:VS1TM143184000 Etd& Ridao COMP UPdaSe RePaot Ridge MIS11,10. Page - 30 March 2020 Kimley*lorn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 24: Short-term (Year 2025) with Amendment Traffic P.M. Peak Hour Roadway Capacity POPS Packgrounil IM • POPS with PM Peak Contrinitionrn PM Peak Mow iretalCapadO LC, PM Peak limo PIN Peak Pour Level ecoon-trips V/C LOS S11930,00,10 SP. Street 10 Wes.ound Westbound SR 30/30/NE 79thSt e. 17 Westbound 654 NE,Ith Court W..t NE 10th A 30 Wes.ound 36 0 In 6% Out 31 692 0...aunt 6% In 25 Ea of Bay h Co rt 31 Wes.ound 25 NW/NE 71 St e. 502 21 523 544 Westbound 586 26 612 230 455 W t of NE 2 d Ave 328 305 722 Westbound 21 618 NW/NE 62nd Stre. 1,5 0 In Off Out Westbound 0 In 9% Out 46 489 3% In Wes.ound NE Oth Court Westbound NE Oth 0,06 NWINE 54th Street of d 17 4% Out 21 W t INE2 tA 755 26% In 110 0% Out 865 Westbound 0 In 26% Out 130 00% US1 West°, US1 852 0% In 43% Out 221 70% 030 W.tbount 995 182 NW 75th Street 0 In 289 293 951 NW 0Ith Street North of NW,. 487 495 0.0 NW 59th Steet South of NW 59. 954 21 975 67 679 17 696 346 0 60 NW 06th Street No. of NW 06. St et 750 21 771 271 542 5% Out 26 568 070 NW 06th Street buth of NW 06th St et 8% In 30 221 03. 624 418 75th Street North of 7 5.0reet 2,1 N 0Ith Street North of 60.3treet 0% Out 21 4% In buth of 59.3treet 30 0 2. N 06th Street North ofN 06.3treet 21 0 In 5% Out 26 N 06th Street 8% In 30 0 In 8% Out NE 75th Street 0% In 1,5 NE 60. Street No. of NE 60th eet zo 661 21 008 NE 59. Street buth of NE 59th eet 979 h of NE 06th Street South of NE 06th St eet 52 NE 67th Street buth of 0 67th St eet 1,9 815 847 38 885 NE 59. Street South of NE 59th eet 0 In 9% Out 9% In 38 Off Out Federal 230w, NE 06th Street No. of 3,16th eet 5% In 21 26 030 NE 79th Street North of NE79th eet 3,3 700 07. 2,2 No. of3E7.I0 e. NE 59th Street South of NE 59. Street NE 50th Street South of NE 5fIth Street 55 0 In NE 06th Stre. Southhou, KAFI1_TPTUA143184000 E.., Ridge i.PiP \ East* .dge COMP.doux Page - 31 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis LONG-TERM (YEAR 2035) CONDITIONS CAPACITY ANALYSIS Long-term (year 2035) conditions were analyzed with and without the proposed amendment. Background Area Growth Long-term growth on the study area's roadways was determined based on a comparison of the 2010 and 2040 traffic volumes from the SERPM and from the 10-year historical growth trends calculated from FDOT count stations within the study area. A growth rate of 1.21 percent (1.21%) was used based on the SERPM model and 10-year historic growth. The growth rate was applied to 2020 traffic data linearly to develop the 2035 volumes. Detailed growth calculations are contained in Appendix G. Committed Developments The City of Miami identified the Miami Design District Special Area Plan (SAP), Miami Design District SAP Amendment, Miami Design District SAP Amendment #2, Magic City SAP, and Miami Jewish Health Systems as committed developments. These developments were included as a background condition. Available information for these developments is included in Appendix H. Roadway Segment Analysis Tables 25 through 28 provide a summary of the A.M. and P.M. peak hour roadway segment analysis for long-term (year 2035 conditions) without amendment traffic and long-term (year 2035 conditions) with amendment traffic. The results indicate that all roadway segments are expected to operate at adopted levels of service (LOS E or better) except for the following segments: • NW 2nd Avenue north of NW 64th Street under future year 2035 without amendment traffic and with amendment traffic during the P.M. peak hour in the northbound direction. Please note that the proposed amendment is expected to assign 0.96 percent (0.96%) of the roadway segment capacity to this segment. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 32 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis • NW 2nd Avenue south of NW 59th Street under future year 2035 without amendment traffic and with amendment traffic during the P.M. peak hour in the northbound direction. Please note that the proposed amendment is expected to assign 2.01 percent (2.01%) of the roadway segment capacity to this segment. As a result, the proposed land use designation amendment is not expected to have a significant impact on the roadway segments as the project contributes less than 5 percent (5%) of roadway segment capacity. Furthermore, these roadway segments operate below adopted level of service without the proposed land use designation amendment in place. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 33 March 2020 Kimley>»Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 25: Long-term (Year 2035) A.M. Peak Hour Roadway Capacity Roadway SapneM OlrWbn M204MPukSason Volumes OrowMXp 2095 pMPe915eron VOWms Committed Oanbpmanb WV Peak Wfllp 0.MeesM1lp 3035 Bad®uund 4M ...HourTer.. volume OkMbnal Peakrbw p0aefte %M sc.p.o Trait Cepa@y EMPeak "our T°ti� eMPaakWM Etas MP.. M1PpklbW Leal of Sew. m V&4dr Person -sips. Yana PersolH3P1" V2Md6 Permnidp4 PS,mmTrlps Person.. . Va3ltls pallonsr.. P¢m,TrIps PalmnTr5ps Parson1,l6s WC MS SR 936/W//M 82nd Street MN 4th Menue West of P2V 4th /venue westbound 1,259 1,763 12196 1,488 2,083 0 0 163 8,246 2,520 3,528 1,023 4 531 2,285 56372 Place W.d M3rtl Place westbound 1A30 1,440 12156 1,217 1,704 1. 1,667 2,520 352E 1A03 0.531 2,660 Biscayne 2aulaardN51 West of Bisayne BoulwakN51 WenbOUnd 988 1,383 21% 1,167 1,634 0 0 163 1,]9] 2,520 3528 1A03 4,531 2,734 xN 4[F /venue wertd xx atn men. Eastbound 1,303 1,224 21% 1,539 2,155 0 0 566 2,721 1,W0 3,763 1A03 4766 2,045 0571 abound 367 514 21% 434 607 0 0 163 )70 MO 896 1403 1,899 1,129 0.405 PE eh court wad PE¢M1 court Eastbound 1,426 1,996 21% 1,685 2,359 0 0 566 2,925 2,432 3,905 1,003 4,408 1,483 westbound MA 5]3 21% 443 671 n 0 1. Soo mo 1,120 1,003 2,123 1.223 0366 c 5R 934/NN/M 79th Street M 10th (venue Wert M 10th 'venue Eastbound 1,249 1,799 12196 1,476 2,0. 0 0 560 2,626 2,932 3,905 M. 9399 1,723 13.604 0 abound 717 IA04 21% myandreCourt EartdBryahaeCourt Eastbound 1764 2 470 12156 2,084 293 0 0 560 3 478 2,560 3584 944 0.528 1 050 0.768 D Wm -Mound 1,666 2332 12156 1,968 3,756 0 0 152 2,9. 2,560 3584 944 0.528 1,610 MA 0 AV/Must Weil MN End Menue West of SW2 dM Eastbound 2156 1A08 59 1,067 Westbound 222 403 12196 340 476 0 0 5 421 720 1A08 59 1,067 526 0.451 Mxnd Gramm wc[d NE, rol Eastbound ,21% 6 Teo 14O8 59 1,067 63 We/Mound ,21% 5 no 1,008 59 1,06) 754 We/9E62nd Street FIN xnd Menue wadxN xntlMenue Eastbound %4 21% 13164 2076 1,530 2192 531 2673 597 0.777 Westbound 945 1323 2196 1,117 1563 250 350 27 1,940 1,530 2,142 531 2,673 733 0.726 D NE 1st Menue wadM1st Menue Eastbound 521 rig 21% 616 262 S. 904 1779 1,530 2142 531 2673 0 abound 21% L530 2,673 15%B eV ¢h coon w. of PE ¢M1 court wesbound 21% 3.36 2S70 M6120tra NE¢h court W. o5E¢h[ourt Eastbound 373 522 12156 1,235 1,836 2570 531 3,101 1,866 Wp/M5¢h Ara MN End Menue WadW]2 tlM Eastbound 721 1,009 12196 352 1.193 11 1.204 L900 2,660 177 L837 1.633 abound Sri 201 121% 676 946 0 0 tz 958 1,6. 2,660 236 2,896 1,938 M2nd Menue West of E2ndMr Eastbound 523 ,2196 612 L950 2,660 177 2,837 1,661 abound 495 693 121% 685 219 0 0 12 131 L900 2,660 236 2,896 2,065 lest wadl%1 ertbound .xt% L9002,660 Westbound ,21% 569 581 L900 2b60 2,8% 2,315 N, End Menue NN 75M street North d NW 7Sth street Northbound.xt% L530 3.3% 2 SodM1Eountl 237 21% 77 451 ri0 1408 1,244 793fi xx 6¢M1 Brea North of 856¢M1 street .21% 55 477 576 1,092 565 0.458 SodM1Eound 157 500 12156 422 5. 77 108 63 762 576 806 236 1,04E 221 0.731 D P.5MM1 Street South of MV Stith Street Northbound 269 377 12196 312 445 7l 102 55 602 576 806 236 1,042 435 0523 D miaM1bound 328 .9 21% 388 543 29 41 63 647 576 B06 236 1,042 NV 46[M1 Street North of MV 46th Stn. 15 iri ,21% P 55 5% 1,042 557 D Souhb0und 345 483 121% W38 571 29 41 63 675 576 206 236 1,042 NV 46th Street South of MV 46th Stre4 Northbound.xt% miaM1bountl 427 6611 121% North MIaml Menue x ]Sth street North of x]StM1 street Northbound 1516E 27227 1% 15%6 2501 ,7S5 L710 2 394 SodM1Eound 12196 610 254 77 108 359 1,321 1,710 2394 1,416 3,8. 2,489 0347 x6¢M1 street Mrthd 86¢M1 street Northbound 443 676 121% L710 2394 2,717 SodM1Eound 1,517 2,124 2156 1579E 2509 77 108 359 2,976 1,710 2394 1,416 3,810 0.781 11590 Street South of 659[M1 Street Northbound 477 .2196 564 789 7l 253 1,150 1,710 2394 1,416 3,810 2,660 5012f601104 1,433 2/306 12156 1,693 2370 29 41 356 2,770 1,710 2394 1,416 3,810 1,040 6460 Strad North of 646th Sera Northbound 564 2196 476 667 P 253 1,028 1,710 2394 1,416 3,810 2,782 0.270 mdfb4untl ,223 2 1540 21% 1,445 2,03 359 2,423 1,710 2394 ,416 3,810 1,387 N46[h Street Southd 646th Street Northbound 2196 AS7) 253 1,710 2394 1,416 3,810 2,811 miaM1bountl 21% 1,458 2,041 zg 41 366 2,441 L710 2394 M end Noun NE75th0tr2 North of NE 75th Street Northbound .xt% L454 2A36 I329 Sod1155hb4und 765 IAri 21% 1,265 2305 1,459 2,036 1]% 3806 1501 0 NE 6¢h street WXFd M6¢M1 sra Northbound 424 672 121% 48 L1 1,607 1,829 5 2958 SodM1Eountl 1,280 2156 1A80 1512 215 2,419 1,148 1,607 1,770 3,377 0.716 D PE SMh Street South d SE59th Street Northbound 21% 1A58 2301 Sodf6ountl 1,247 21% 1,053 1,474 24 117 606 2,200 756 1,058 2,242 3,300 1,100 PE Slat STrdS South Of MSlst AM Northbound 392 557 12196 470 658 194 272 580 1,430 756 1,058 2,301 3,359 1,930 3012f601104 722 1/311 1.2196 253 1,194 70 68 606 1,901 756 1458 2,24E 3,300 1,399 NE 46th Street SoutM1d M4MM1 Street Northbound 2] 21% 3% 272 500 1,147 576 806 2301 3,107 1,961 ...mund 620 2 121% 203 1,13 70 62 sog 1,232 576 206 2,24E M 4th Mort NE 67th Street SoutM1d M6]tM1 Street Northbound 302 423 12196 357 500 479 999 5% 206 1,829 2,635 1,637 0376 .Mhbaund 473 662 12196 559 782 31 606 1,931 576 806 1,770 2,576 1,145 0556 0 PE 59th Street So. of M59th Street Northbound .5 637 ,21% 2301 Lri1 ...bound 1. 266 121% z27 3. 49 609 9 676 2136 U. 2,073 Federal Hl�urry M96th Street WXFd M46TF Street Northbound in 21% 357 Sm 55 1,33 576 2301 3,107 1.974 365 c Sodhbaund 659 623 12196 779 1,090 3549 609 1,748 5% 206 2242 3,048 1,E0 0573 D PE 79th Street North el M7MF StreetNorthbound 1396 21% 1178 1449 275 2014 L615 2173 2,202 ,21% 1A58 2,60E 3,177 1.615 2xohdMrist Sre¢ A% 1498 .2196 1264 17% 479 2339 L615 21 072,21E 25 L61593 1176 1b46 123 172 500 2318 1,700 23 0.995,701 2A,8146 0.75805 1957,715 2,03 0. t5 miaM1bound 1,263 2bW 121% 2,201 3A82 45 63 609 3,754 1,700 2380 2,242 0.622 268 0612 0 "'Wlumes(vehicles) were concerted to person -nips person/ehide ace pancy per C. of Miami standards. u Dlredlona! peak how capaclry derived Mao the2013 FOOT 02210/403 "ondbook and the Mlaml-0owntown DRI RAFT/ _TPTO\143184000 Ea44de Mdge COMP Upd¢e\Report\Ea44de IOdge WMP.doso Page-34 March 2020 yw Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 26: Long-term (Year 2035) P.M. Peak Hour Roadway Capacity Roatlwry fieBmaM Direct..Direct..xO20 PMPwkbemn Volumes Mewlh erte MB P ek Be Volume mo n Volumes OommMatl Mvebenene PCann..lour sour Transit BMership unaPM MPeeNk NourTOMI Volume I. OlrcdbPeak xour CeP... PMPeeksour 'rank Cemty PMPeekxeur Mal Cap.. WI PMPeat P Peaklbur Level o18eM[e Rom To Vehltle PemoMr,P10 Vehicles P.Roaa1P10 Vehla1 PelsomerimD, Pe5OMrlps Penoatrim Vehicles PemoatripM Pelson.. Per8IHR3 PMPaak lour V/C MS 91934/MV/M 82ntl Street MV atf srenue unnt of xx 48h e1enue wetbound 1311 L835 1.21% 1,549 2,169 o o 452 2b11 2,520 3528 1,003 4331 L910 M3rtl Place westaf M3rtl Place Wertbound 1,266 1,7R .21% 1p% 2,099 452 2,596 2,520 3,528 1,003 4531 4985 0.56E BiscrynaBoulwaNN51 Wert of Biscayne Bwlwa 0/USI Westbound 1p93 L530 131% 1391 1A08 452 2360 2,520 3538 1303 4.531 Lan My 4th Benue Wet of HN 4th Benue astbound 1334 48W .21% 1576 2,20] 2,680 3,763 1,003 4,766 L345 0.508 Westbound 523 732 1.21% 610 865 0 0 452 1317 1303 1,899 512 0.694 D M mM1 mart we[ re NE mF [Dort Eastbound 1528 L139 .21% 1305 252) 2,741 2,690 3,396 1,003 0.908 4667 Westbound 629 RRI 1.21% 743 1A40 0 0.2 1,49E 000 1,120 1,003 2,123 631 0.703 D 5R 931/Iw/M 7556 Street NE loth Benue wet MfutM1/v astbountl SS 1 L157 .x1% 1321 2549 4349 L561 Westbound 458 691 1.21% 51 758 0 O 9. 1207 300 1120 9. 2,064 157 0.585 D 18151re Court East derysM1are Court Eastbound 1,613 L256 1.21% 1,906 2,666 o o no 2,378 2,560 3564 944 4526 L650 westbound 1,679 2,631 .2156 2220 3,557 2,560 3,584 941 4528 WISE 71s[5[rea rw2nd/vmue west of MN and Menue Eastbound 21% 1AOB 1,067 Westbound 392 549 1.21% 651 720 1,008 59 1,067 416 0.610 D PE]nd menus west of rE2 tl/v Eastbound .21% 1pOB 1,067 Westbound .2156 336 473 0 0 4. 1,006 59 1,067 591 16V/M 63ntl Sr66 rwxntl/vmue west of xxx tl/v Eastbound .21% 1530 1,11 2373 L198 Westbound 9R 1.21% B201,148 770 1,070 2,254 1,530 2,142 531 2,673 Wirt Menus West of M1st /venue Eastbound 449 629 221% 2bT3 L41 Westbound 940 627 1.21% 59 71 770 1,0)e 1347 1,530 2,11 531 2b73 M OM Court West of PE 4th Court Westbound 395 553 1.21% 467 653 387 51 5 1200 1,835 2,570 531 3,101 L903 0.337 M61st street IE4th Court West of rE4tfCourt Eastbound 338 473 1.21% 399 559 566 791 27 1.378 1336 2,570 531 3,101 L723 0.449 D MV/M54th9tr5 WV ind/vmue West of P442nd Menue Eastbound 927 L158 1.21% 977 1368 5 ) 1388 1900 2660 2. 2 955 L567 0.470 westbound .21% 2,096 L717 NE2nd/venue West of NE 2nd Menue Eastbound 495 .21% 585 1,900 ib 2,955 2117 westbound .21% 19253 3,6fi0 2b96 L773 1151 West Eastbound 559 783 .2152 1,900 2,660 295 2,455 2,009 Westbound 653 31% ]A 1A78 1,104 1,900 2,660 236 2b96 L792 MN Intl Menue NM 7556 Street North of rwH 7116 Street Northbound 958 31% 1,131 2) 1326 1,530 2,11 2.378 L052 0.558 D SomhbouM I11 155 1 .21% .1 Um 39 55 69 302 720 1,0B i36 1344 936 0.247 7 NM 6lh Street north of NNH 6mh Strad Northbound 561 715 .21% 127 1,123 576 1,01 1.07S 1 SOmhbound 244 3. 221% 261 ma 39 55 sg 52e 57fi RO6 236 1,042 5i5 MN 59th Street South of WV 59th Strad 0RM1bound 556 781 .21% 659 56 1,047 576 1,042 somhbouM .21% 1A1 EN 46th street North of rW7 ab[M1 street 589 .21% 497 567 576 1p1 0.707 D ...hound.21% 275 385 ix) SBS 576 ROS 236 1,042 0.558 D MV 46th street south of my 36t6 strew northbound 21% lA1 9outhbouM 260 364 1.21% 307 430 91 127 69 576 1,042 D North Mlaml /venue N nth Street North of x79165[ree Northbound .21% 1 1A5] 2394 1,35] L294 9outhbound 1,154 5,616 .2152 1363 1,609 3 105 190 2,212 1,710 2394 1,35) 3,751 L539 0.590 666th Street North of x6mM1 strM Northbound 1,451 2,031 1.21% 4 1539 2,400 1 359 2,947 ,710 2394 1,357 3,751 0.706 9outhbou3 16 .2156 754 1 1,015 1,710 2394 L357 3,751 L736 0.171 656th2rcd south dx5Rh streC northbound 1346 L884 .21% 1590 2326 2,711 ,710 1390 L357 3,751 LO50 3621532254 615 1.21% 519 726 127 17e 198 1,102 1,710 2394 L357 3,751 L649 xa6YM1 fired North of xa6YM1 streetnorthbound 1,096 L464 .x1% 1236 2394 L357 L51 900563630 422 591 1.21% 499 69B 129 181 198 1,077 1710 2399 L357 3751 L674 0.207 N 46[M1 Street Somhdx46[h strM northbound 1,024 L.4 .x1% 1210 1394 2394 L357 L579 somhbouM 419 587 1.21% a. 699 129 let Ige 1,07E 1,710 .94 .57 3,751 L679 Mintl Menus M 75[h strM North of M 75th strM Northbound 795 1,113 1.21% 939 1315 428 599 735 2,699 1,454 2,036 1388 3,924 L220 0.688 D 5721660954 901 561 1.21% 674 663 OM 284 465 1412 1454 2,036 1388 3924 L511 PE 6dh strM North of PE Seth strM Northbound 1p40 L456 1.21% 1229 1,,720 341 477 725 2,982 L11 1,607 1388 3,495 513 0.153 D soWhbouM 681 6. 1.21% L066 3,4. 40N M59[h strM SOMh of M59[h Strad Northbound 895 L253 .21% 1,057 1'10 2,536 Sp58 2360 3,418 somhbnuM 4ge 692 1.21% 584 B17 303 424 1707 756 1,058 2,360 3418 1,711 MSIrt strM ...of MSSs[strea Northbound 334 L168 1.21% 985 1380 163 228 309 217 756 1358 2,360 3418 1,001 0.707 D somhbnuM .2156 515 721 271 379 1566 756 1,058 2360 3,418 4052 0.458 PE 46th Strad samh of 1.46th Street Northbound 553 774 1.21% 653 915 161 x25 309 1949 576 REM 2,360 3166 L217 0.616 D SouthbouM 383 536 1.21% 453 634 266 372 466 1,472 576 REM 2360 3,166 L694 0..5 D M 4[h Court M6Rh Strad South of M6Rh Street Northbound .21% 763 1,069 63 18 703 1,942 576 REM 1388 2,694 751 0.721 D SOmhbound 223 322 221% 2. 366 36 4. Rea 57fi RO6 lbee 2,699 L810 M 59[h Mr. SOMh of M59[h Wert .21% 1,319 576 2,360 3,166 L947 .385 5721660925 5135 819 1.21% S. 1 1,616 576 2,360 3,166 L550 0.510 D Federal HlBhvsy M46t6 street North of M40t6 street northbound 507 710 .21% 599 39 73 1,750 576 806 2,360 3,166 L416 0.553 D 9outhbouM 405 .11% 476 1,126 576 , 2360 3,166 L040 0.356 elzceyne eoulwertl/U51 M ]RM1 Mr. WRM1 of NE M[M1 Street Northbound 1,205 L687 .21% 13424 1,993 ZOO Z80 490 2,763 1,615 2261 1,062 3323 560 0.631 D Somhbound 1,158 L621 1.21% 1368 1,915 154 216 357 2,488 1,615 2,261 L416 3377 L189 .]1st Street WRM1d M7537 Street Northbound 1,165 4631 1.21% 1376 1,927 ZOO 2130 765 2,992 1,615 2,261 1388 4,149 4157 0.721 Somhbound 1,221 L709 .2156 1,443 2,020 154 216 465 2,701 1,615 1,261 L888 4,149 6,448 M5856 street south of M59[M1 strM Northbound 1414 4980 1.21% 1,671 2339 63 80 809 3,236 1,700 2380 2,360 4,740 L504 0.603 0 302066093 1174 L640 1.21% 1.387 191 Z14 300 466 2708 1700 2380 L360 4,740 L032 0.571 D M SdM1 street south of M54tM1 strM wrthbound 1382 1,935 1.21% 1333 2386 63 08 1109 3,183 1,700 2380 L360 4,740 4557 0.672 D Southbound 1,089 L525 1.21% 1.28) 1,801 214 300 466 2,567 1700 2380 2,360 4,740 L173 0.51 D ES 46tM1 strew south of MastM1 street northbound 1505 L107 .21% 1,778 2,489 63 RR RO6 3386 1,700 2300 2,360 0.740 L354 somhbound 1,170 L6311 1.21% 1302 1,935 2. 300 6E6 2,701 1,700 2300 2,360 0.740 L039 0.570 D Note 1V91mnet2S,I1lesl were co Naha pers0604ps uslryl person/vehicle occu ano/ c5y of Miami standar43. DIrecti one peak hour capac105 deM807,65t6e2013 FOOTOuobry/LOS Handbook and the M leml,0o,ROwn D81 1:\OTL_TPTO\143184000 Eart9de Ride COMP Updah\6eport\Ee09de Ridge WMP.doce Page-35 March 2020 Kimley 'Morn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 27: Long-term (Year 2035) with Amendment Traffic A.M. Peak Hour Roadway Capacity IN • 2035.111 ow pectroocr To.19.3.1 csres rapacity of Service WC LOS 38 939.29.112.82. Street Westbound Wwtbound Westbound 329341/11W/NE79th St et of h 15 Westbound 12 NE WhCowl W. of NE 41.1hC 27 Wwtbound 840 29 877 West NEI.. 25 Westbound 23 697 of h 25 23 NW/NE 7.t. 544 19 504 21 565 W t 04E2 rIft 444 15 Out 459 res Westbou. 13 330 737 0 3. NW/8E62nd Street W. WNW 2 WI 34 Westbound Out 37 696 3% In 11 Westbound 12 NE WhCourt Westbound NE 61.Street NE WhCourt NW/NE 54.3treet W t !NW 2 413 15 Westbound 958 I% Out 17 975 W tof NE2 dPve 26% In so 094 Out Westbound 831 094 In 26% Out 939 US 1 Wwtof US1 975 OD In 43% Out 178 581 744 NW 75th Street ...NW 75. . 362 366 451 455 789 NW 64th Street North°, NW 691. St et 477 557 273 NW 59th Street b.°, NW 59. St et sos 17 625 418 647 15 662 381 NW 91.6th Street North of NW 416. 486 19 505 538 675 5% Out 21 696 347 NW 416th Sheet h f h 557 8% In 30 Out 587 456 0 5. CI% In 8% Out 33 OM% N 75thStreet North ofN75.Street 094 In 3% Out 394 In 11 N 64thStreet North of 14 60.Street 17 15 819 N 5.hStreet 33 30 Out N 416thStreet 5% In 19 5% Out 21 N 416thStreet South of 14 416.Street oso In 30 33 NE75. SW. No. of NE75. St eet 12 11 0.9 NE 691th Stre. North of... eet 21 19 Out 939 NE 59. Stre. South of NE59.. eet OD In 10% Out 41 10% In 38 OD Out South .1915....t eet 21% In so 094 Out 094 In 21% Out 87 NE 416th Stre. buth of1.16. eet 10% In 38 0% Out 094 In 10% Out 41 NE 67th Street buth of NE 67th eet 999 I 40% 1,600 0 393 C 37 34 1,32% 1,111 0 569 D NE 59th are. Sou. of. 59th eet 094 In 994 Out 37 976 34 Federal...woo' NE 416.Strect 19 Out 21 NE 79th St.. North of NE79th. eet 46 42 North ofNE71stSteet 62 57 3.8 133 NE 5Wh Stre. South of 1.59. eet 66 61 NE 541. Stre. h f h 49 54 South of.416. eet 42 46 822 14:9,I189P90.9981390881E38.1. Ridge COMP UPdote RePortWoutside Ridge .M.d., Page - 36 March 2020 Kimley 'Morn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 28: Long-term (Year 2035) with Amendment Traffic P.M. Peak Hour Roadway Capacity Amendment Traffic Cont.utionM =:ontn Greater thanS% retalCmapacin 934/113,01682nd Street Westbound 10 1,900 0 581 C Westbound Wes.ound 934/NW/NE79. St 3 Wwt of NW nb Ave 17 Westbound 15 567 NE Oth Court of h 30 10 Wes.ound 36 587 West NE100, 31 Wes.ound 25 E 3 of Bay h Co 31 Wes.ound 25 946 W...tofNW2 d3 558 21 579 Westbound 26 23, 0 .4 W tof NE2 dES 365 17 382 685 Westbound 476 21 497 570 NW/NE 62nd nr. West of NW 2 d 38 Westbound .54 9% Out 46 373 of 3% In 13 No Westbound 15 811 NE OthCourt Westbound NE 4111Court 1,8 10 NW/NE 54. Street W t INW2 clAve 17 Westbound 4% Out 21 W 1.0E2 dAve 26% In 110 0% Out Westbound 0% In 26% Out 134 No US I 946 0% In 43% Out 221 Ves Westbound NW Street No. of NW 75th St eet 312 No 932 NW 64th Street No. of NW 60th St Etrt 10 09, -91 1.7 528 536 507 NW 59th Street 21 -26 734 17 751 I.% 291 NW 46th Street No. of NW 061M1Stneet 820 21 841 No 201 0.7 581 5% Out 26 607 435 NW 46th Street South of NW 46.. EsEt 862 8% In 34 896 No 146 626 41 667 375 North of N 7 5th Stren 15 No .12 13 0% Out North. N 64. Street 0% In 4% Out 21 No 4% In 17 South of N 59thStreet 41 21 26 South of N ...Street No 41 NE75thStre3 No. ofNE75th St et 15 0 3. NE 63thStreti 26 087 21 No NE 5..3.1 buth of NE 59th St 3 52 42 No NE 510 Street South of NE 5,..treet 89 912 NE 46th Stre3 South of NE 46. St 3 42 52 NE 4111Cou NE 67th Stre3 So th ofNE 67th St 3 38 922 NE 590,0. South of NE59. St 3 46 No 38 Federal nunw, NE 46th Street North of NE 46. St et 21 1,5 26 NE 79.61.3 North of NE79th St et 57 No 533 47 No NE7101Street North on1171st Street 77 NE 59th Streti South ofNE 59. St 82 No NE 54th Streti 55 0 6. 67 13, NE 46th Street South of NE 46th St et 47 57 Eunside Ridge COMP nlIduIeIRePornEunside Ridge .,,,IR.doux Page - 37 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis CONCLUSION This updated CDMP traffic impact analysis for submittal to the City of Miami at the request of the City of Miami's Planning, Zoning, and Appeals Board. A previous CDMP analysis was prepare in December 2015 for this subject property and approved by the City of Miami. This updated traffic impact analysis assessed the impacts of a proposed amendment of the existing CDMP designation for the approximate 22.4-acre area generally bounded by NE 54th Street to the north, NE 51st Street to the south, NE 2nd Avenue to the west, and the Florida East Coast (FEC) Railway to the east. The amendment proposes to change the existing maximum of 65 residential units per acre to 150 residential units per acre. The current land use designation allows for a maximum development potential (maximum floor area) of 3,902,976 square feet of residential, office, retail, and parking. The proposed land use designation amendment area has a maximum development potential (maximum floor area with bonus) of 7,318,080 square feet for residential, office, retail, and parking land uses. The amendment proposes to change the existing CDMP designation that allows for a maximum development potential of 1,456 high-rise residential dwelling units (2,111,200 square feet), 967,559 square feet of general office space, 107,507 square feet of shopping center, and 716,710 square feet for parking to a proposed maximum development potential of 3,360 high-rise residential dwelling units (4,872,000 square feet), 1,320,883 square feet of general office space, 146,765 square feet of shopping center, and 978,432 square feet for parking. A roadway capacity analysis was prepared for existing traffic conditions, short-term (year 2025) without amendment traffic, short-term (year 2025) with amendment traffic, long-term (year 2035) without amendment traffic, and long-term (year 2035) with amendment traffic. The results indicate that all roadway segments are expected to operate at adopted levels of service (LOS E or better) except for the following segments: • NW 2nd Avenue north of NW 64th Street under future year 2035 without amendment traffic and with amendment traffic during the P.M. peak hour in the northbound K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 38 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis direction. Please note that the proposed amendment is expected to assign 0.96 percent (0.96%) of the roadway segment capacity to this segment. • NW 2nd Avenue south of NW 59th Street under future year 2035 without amendment traffic and with amendment traffic during the P.M. peak hour in the northbound direction. Please note that the proposed amendment is expected to assign 2.01 percent (2.01%) of the roadway segment capacity to this segment. As a result, the proposed land use designation amendment is not expected to have a significant impact on the roadway segments as the project contributes less than 5 percent (5%) of roadway segment capacity. Furthermore, these roadway segments operate below adopted level of service without the proposed land use designation amendment in place. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 39 March 2020 Appendix A Traffic Data Turning Movement Counts Prepared by National Data & Surveying Services VOLUME SR 934/NW 82nd St W/O NW 4th Ave Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_001 DAILY TOTALS NB 0 SB 0 EB 0 WB 19,545 Total 19,545 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 0 118 118 12:00 0 257 257 00:15 0 98 98 12:15 0 305 305 00:30 0 74 74 12:30 0 238 238 00:45 0 71 361 71 361 12:45 0 323 1123 323 1123 01:00 0 44 44 13:00 0 241 241 01:15 0 71 71 13:15 0 339 339 01:30 0 57 57 13:30 0 298 298 01:45 0 39 211 39 211 13:45 0 302 1180 302 1180 02:00 0 32 32 14:00 0 241 241 02:15 0 24 24 14:15 0 282 282 02:30 0 33 33 14:30 0 354 354 02:45 0 23 112 23 112 14:45 0 308 1185 308 1185 03:00 0 24 24 15:00 0 249 249 03:15 0 41 41 15:15 0 331 331 03:30 0 35 35 15:30 0 320 320 03:45 0 35 135 35 135 15:45 0 331 1231 331 1231 04:00 0 27 27 16:00 0 305 305 04:15 0 42 42 16:15 0 370 370 04:30 0 48 48 16:30 0 293 293 04:45 0 60 177 60 177 16:45 0 320 1288 320 1288 05:00 0 75 75 17:00 0 315 315 1298 05:15 0 115 115 17:15 0 320 320 1248 05:30 0 141 141 17:30 0 277 277 1232 05:45 0 144 475 144 475 17:45 0 236 1148 236 1148 06:00 0 152 152 18:00 0 297 297 06:15 0 214 214 18:15 0 258 258 06:30 0 238 238 18:30 0 269 269 06:45 0 239 843 239 843 18:45 0 268 1092 268 1092 07:00 0 247 247 19:00 0 216 216 07:15 0 354 354 19:15 0 256 256 07:30 0 297 297 19:30 0 235 235 07:45 0 299 1197 299 1197 19:45 0 165 872 165 872 08:00 0 297 297 1247 20:00 0 207 207 08:15 0 332 332 1225 20:15 0 186 186 08:30 0 267 267 1195 20:30 0 170 170 08:45 0 266 1162 266 1162 20:45 0 171 734 171 734 09:00 0 238 238 21:00 0 185 185 09:15 0 244 244 21:15 0 178 178 09:30 0 245 245 21:30 0 186 186 09:45 0 264 991 264 991 21:45 0 162 711 162 711 10:00 0 255 255 22:00 0 151 151 10:15 0 302 302 22:15 0 183 183 10:30 0 278 278 22:30 0 149 149 10:45 0 222 1057 222 1057 22:45 0 141 624 141 624 11:00 0 273 273 23:00 0 147 147 11:15 0 324 324 23:15 0 136 136 11:30 0 231 231 23:30 0 134 134 11:45 0 242 1070 242 1070 23:45 0 149 566 149 566 TOTALS 7791 7791 TOTALS 11754 11754 SPLIT % 10o.0% 39.9% SPLIT % 10o.0% 60.1% DAILY TOTALS NB SB EB WB Total 0 0 0 19,545 19,545 AM Peak Hour 07:15 07:15 PM Peak Hour 15:30 15:30 AM Pk Volume 1247 1247 PM Pk Volume 1326 1326 Pk Hr Factor 0.881 0.881 Pk Hr Factor 0.896 0.896 7- 9 Volume 2359 2359 4- 6 Volume 2436 2436 7- 9 Peak Hour 07:15 07:15 4- 6 Peak Hour 16:15 16:15 7-9 Pk Volume 1247 1247 4- 6 Pk Volume 1298 1298 Pk Hr Factor 0.881 0.881 Pk Hr Factor 0.877 0.877 Prepared by National Data & Surveying Services VOLUME SR 934/NE 82nd St W/O NE 3rd PI Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_028 DAILY TOTALS NB 0 SB 0 EB 0 WB 17,165 Total 17,165 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 0 90 90 12:00 0 242 242 00:15 0 72 72 12:15 0 295 295 00:30 0 59 59 12:30 0 183 183 00:45 0 63 284 63 284 12:45 0 275 995 275 995 01:00 0 51 51 13:00 0 204 204 01:15 0 46 46 13:15 0 254 254 01:30 0 45 45 13:30 0 236 236 01:45 0 32 174 32 174 13:45 0 253 947 253 947 02:00 0 31 31 14:00 0 193 193 02:15 0 22 22 14:15 0 309 309 02:30 0 30 30 14:30 0 289 289 02:45 0 15 98 15 98 14:45 0 287 1078 287 1078 03:00 0 24 24 15:00 0 214 214 03:15 0 38 38 15:15 0 314 314 03:30 0 30 30 15:30 0 325 325 03:45 0 28 120 28 120 15:45 0 305 1158 305 1158 04:00 0 23 23 16:00 0 306 306 04:15 0 34 34 16:15 0 353 353 04:30 0 33 33 16:30 0 290 290 04:45 0 42 132 42 132 16:45 0 293 1242 293 1242 05:00 0 45 45 17:00 0 317 317 1253 05:15 0 82 82 17:15 0 318 318 1218 05:30 0 103 103 17:30 0 279 279 1207 05:45 0 100 330 100 330 17:45 0 247 1161 247 1161 06:00 0 109 109 18:00 0 293 293 06:15 0 161 161 18:15 0 267 267 06:30 0 182 182 18:30 0 263 263 06:45 0 178 630 178 630 18:45 0 220 1043 220 1043 07:00 0 216 216 19:00 0 211 211 07:15 0 266 266 19:15 0 244 244 07:30 0 243 243 19:30 0 207 207 07:45 0 245 970 245 970 19:45 0 168 830 168 830 08:00 0 259 259 1013 20:00 0 180 180 08:15 0 273 273 1020 20:15 0 158 158 08:30 0 208 208 985 20:30 0 154 154 08:45 0 234 974 234 974 20:45 0 133 625 133 625 09:00 0 224 224 21:00 0 140 140 09:15 0 229 229 21:15 0 141 141 09:30 0 237 237 21:30 0 154 154 09:45 0 256 946 256 946 21:45 0 113 548 113 548 10:00 0 204 204 22:00 0 147 147 10:15 0 273 273 22:15 0 163 163 10:30 0 241 241 22:30 0 128 128 10:45 0 197 915 197 915 22:45 0 108 546 108 546 11:00 0 257 257 23:00 0 130 130 11:15 0 288 288 23:15 0 132 132 11:30 0 180 180 23:30 0 119 119 11:45 0 207 932 207 932 23:45 0 106 487 106 487 TOTALS 6505 6505 TOTALS 10660 10660 SPLIT % 10o.0% 37.9% SPLIT % 10o.0% 62.1% DAILY TOTALS NB SB EB WB Total 0 0 0 17,165 17,165 AM Peak Hour 07:30 07:30 PM Peak Hour 15:30 15:30 AM Pk Volume 1020 1020 PM Pk Volume 1289 1289 Pk Hr Factor 0.934 0.934 Pk Hr Factor 0.913 0.913 7- 9 Volume 1944 1944 4- 6 Volume 2403 2403 7- 9 Peak Hour 07:30 07:30 4- 6 Peak Hour 16:15 16:15 7-9 Pk Volume 1020 1020 4- 6 Pk Volume 1253 1253 Pk Hr Factor 0.934 0.934 Pk Hr Factor 0.887 0.887 Prepared by National Data & Surveying Services VOLUME SR 934NE 82nd St W/O Biscayne Blvd/US 1 Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_029 DAILY TOTALS NB 0 SB 0 EB 0 WB 15,548 Total 15,548 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 0 96 96 12:00 0 211 211 00:15 0 75 75 12:15 0 257 257 00:30 0 54 54 12:30 0 106 106 00:45 0 57 282 57 282 12:45 0 215 789 215 789 01:00 0 46 46 13:00 0 200 200 01:15 0 44 44 13:15 0 216 216 01:30 0 43 43 13:30 0 234 234 01:45 0 32 165 32 165 13:45 0 244 894 244 894 02:00 0 28 28 14:00 0 153 153 02:15 0 18 18 14:15 0 270 270 02:30 0 28 28 14:30 0 286 286 02:45 0 28 102 28 102 14:45 0 232 941 232 941 03:00 0 12 12 15:00 0 205 205 03:15 0 37 37 15:15 0 304 304 03:30 0 32 32 15:30 0 283 283 03:45 0 27 108 27 108 15:45 0 265 1057 265 1057 04:00 0 23 23 16:00 0 248 248 04:15 0 28 28 16:15 0 295 295 04:30 0 35 35 16:30 0 243 243 04:45 0 36 122 36 122 16:45 0 296 1082 296 1082 05:00 0 46 46 17:00 0 231 231 1065 05:15 0 83 83 17:15 0 273 273 1043 05:30 0 93 93 17:30 0 247 247 1047 05:45 0 96 318 96 318 17:45 0 235 986 235 986 06:00 0 97 97 18:00 0 243 243 06:15 0 164 164 18:15 0 226 226 06:30 0 163 163 18:30 0 231 231 06:45 0 177 601 177 601 18:45 0 201 901 201 901 07:00 0 198 198 19:00 0 182 182 07:15 0 245 245 19:15 0 215 215 07:30 0 210 210 19:30 0 175 175 07:45 0 250 903 250 903 19:45 0 159 731 159 731 08:00 0 239 239 944 20:00 0 158 158 08:15 0 279 279 978 20:15 0 135 135 08:30 0 191 191 959 20:30 0 149 149 08:45 0 233 942 233 942 20:45 0 113 555 113 555 09:00 0 187 187 21:00 0 130 130 09:15 0 242 242 21:15 0 141 141 09:30 0 214 214 21:30 0 133 133 09:45 0 236 879 236 879 21:45 0 114 518 114 518 10:00 0 181 181 22:00 0 132 132 10:15 0 233 233 22:15 0 139 139 10:30 0 220 220 22:30 0 129 129 10:45 0 198 832 198 832 22:45 0 103 503 103 503 11:00 0 227 227 23:00 0 128 128 11:15 0 274 274 23:15 0 129 129 11:30 0 158 158 23:30 0 114 114 11:45 0 189 848 189 848 23:45 0 118 489 118 489 TOTALS 6102 6102 TOTALS 9446 9446 SPLIT % 10o.0% 39.2% SPLIT % 10o.0% 60.8% DAILY TOTALS NB 5B EB WB Total 0 0 0 15,548 15,548 AM Peak Hour 07:30 07:30 PM Peak Hour 15:15 15:15 AM Pk Volume 978 978 PM Pk Volume 1100 1100 Pk Hr Factor 0.876 0.876 Pk Hr Factor 0.905 0.905 7- 9 Volume 1845 1845 4- 6 Volume 2068 2068 7- 9 Peak Hour 07:30 07:30 4- 6 Peak Hour 16:00 16:00 7-9 Pk Volume 978 978 4-6 Pk Volume 1082 1082 Pk Hr Factor 0.876 0.876 Pk Hr Factor 0.914 0.914 Prepared by National Data & Surveying Services VOLUME SR 934/NW 79th St W/O NW 4th Ave Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_002 DAILY TOTALS NB 0 SB 0 EB 23,471 WB 8,031 Total 31,502 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 133 51 184 12:00 299 116 415 00:15 121 69 190 12:15 333 107 440 00:30 124 53 177 12:30 320 131 451 00:45 90 468 52 225 142 693 12:45 288 1240 115 469 403 1709 01:00 110 45 155 13:00 257 117 374 01:15 90 49 139 13:15 288 121 409 01:30 74 42 116 13:30 318 115 433 01:45 56 330 29 165 85 495 13:45 320 1183 116 469 436 1652 02:00 59 30 89 14:00 312 144 456 02:15 57 20 77 14:15 292 109 401 02:30 46 36 82 14:30 329 121 450 02:45 41 203 17 103 58 306 14:45 271 1204 110 484 381 1688 03:00 56 30 86 15:00 322 132 454 03:15 46 38 84 15:15 339 148 487 03:30 50 41 91 15:30 335 121 456 03:45 58 210 28 137 86 347 15:45 296 1292 142 543 438 1835 04:00 48 21 69 16:00 294 127 421 04:15 63 23 86 16:15 307 141 448 04:30 54 31 85 16:30 314 127 441 04:45 72 237 39 114 111 351 16:45 289 1204 119 514 408 1718 05:00 76 33 109 17:00 322 1232 131 518 453 05:15 96 37 133 17:15 323 1248 133 510 456 05:30 127 55 182 17:30 326 1260 125 508 451 05:45 127 426 53 178 180 604 17:45 350 1321 117 506 467 1827 06:00 172 61 233 18:00 336 135 471 06:15 213 57 270 18:15 326 113 439 06:30 230 50 280 18:30 309 112 421 06:45 284 899 66 234 350 1133 18:45 375 1346 91 451 466 1797 07:00 308 88 396 19:00 362 92 454 07:15 321 71 392 19:15 338 94 432 07:30 312 102 414 19:30 353 107 460 07:45 304 1245 102 363 406 1608 19:45 380 1433 83 376 463 1809 08:00 323 1260 84 359 407 20:00 341 93 434 08:15 316 1255 70 358 386 20:15 313 101 414 08:30 326 1269 81 337 407 20:30 313 85 398 08:45 325 1290 76 311 401 1601 20:45 254 1221 61 340 315 1561 09:00 339 58 397 21:00 279 82 361 09:15 345 75 420 21:15 286 66 352 09:30 340 92 432 21:30 252 91 343 09:45 348 1372 94 319 442 1691 21:45 259 1076 86 325 345 1401 10:00 344 92 436 22:00 253 73 326 10:15 329 93 422 22:15 242 83 325 10:30 311 100 411 22:30 240 72 312 10:45 342 1326 99 384 441 1710 22:45 226 961 63 291 289 1252 11:00 311 105 416 23:00 228 69 297 11:15 335 134 469 23:15 192 83 275 11:30 332 123 455 23:30 164 68 232 11:45 278 1256 96 458 374 1714 23:45 144 728 52 272 196 1000 TOTALS 9262 2991 12253 TOTALS 14209 5040 19249 SPLIT % 75.6% 24.4% 38.9% SPLIT % 73.8% 26.2% 61.1% DAILY TOTALS NB SB EB WB Total 0 0 23,471 8,031 31,502 AM Peak Hour AM Pk Volume 09:15 1377 11:15 469 10:45 1781 PM Peak Hour PM Pk Volume 19:00 1433 15:00 543 17:15 1845 Pk Hr Factor 0.989 0.875 0.949 Pk Hr Factor 0.943 0.917 0.979 7- 9 Volume 2535 674 3209 4- 6 Volume 2525 1020 3545 7- 9 Peak Hour 08:00 07:00 07:15 4- 6 Peak Hour 17:00 16:15 17:00 7-9 Pk Volume 1290 363 1619 4- 6 Pk Volume 1321 518 1827 Pk Hr Factor 0.989 0.890 0.978 Pk Hr Factor 0.944 0.918 0.978 Prepared by National Data & Surveying Services VOLUME SR 934/NE 79th St W/O NE 4th Ct Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_030 DAILY TOTALS NB 0 SB 0 EB 23,169 WB 8,054 Total 31,223 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 129 44 173 12:00 314 137 451 00:15 98 52 150 12:15 314 106 420 00:30 97 43 140 12:30 303 112 415 00:45 64 388 38 177 102 565 12:45 282 1213 125 480 407 1693 01:00 71 29 100 13:00 266 130 396 01:15 72 25 97 13:15 301 111 412 01:30 56 24 80 13:30 303 133 436 01:45 50 249 14 92 64 341 13:45 268 1138 100 474 368 1612 02:00 54 20 74 14:00 290 136 426 02:15 53 20 73 14:15 321 112 433 02:30 40 16 56 14:30 302 121 423 02:45 22 169 14 70 36 239 14:45 311 1224 114 483 425 1707 03:00 51 23 74 15:00 341 118 459 03:15 34 16 50 15:15 349 122 471 03:30 24 14 38 15:30 332 140 472 03:45 46 155 13 66 59 221 15:45 310 1332 120 500 430 1832 04:00 32 15 47 16:00 372 172 544 04:15 46 10 56 16:15 358 150 508 04:30 53 13 66 16:30 382 124 506 04:45 49 180 16 54 65 234 16:45 382 1494 156 602 538 2096 05:00 58 15 73 17:00 341 1463 161 591 502 05:15 69 21 90 17:15 408 1513 158 599 566 05:30 91 34 125 17:30 370 1501 148 623 518 05:45 103 321 36 106 139 427 17:45 336 1455 140 607 476 2062 06:00 121 41 162 18:00 402 137 539 06:15 178 38 216 18:15 430 142 572 06:30 211 52 263 18:30 356 145 501 06:45 237 747 69 200 306 947 18:45 354 1542 121 545 475 2087 07:00 271 66 337 19:00 401 143 544 07:15 285 70 355 19:15 362 108 470 07:30 321 98 419 19:30 347 107 454 07:45 317 1194 112 346 429 1540 19:45 348 1458 104 462 452 1920 08:00 365 1288 96 376 461 20:00 356 92 448 08:15 350 1353 99 405 449 20:15 329 87 416 08:30 360 1392 84 391 444 20:30 270 93 363 08:45 337 1412 105 384 442 1796 20:45 223 1178 58 330 281 1508 09:00 405 98 503 21:00 278 110 388 09:15 317 91 408 21:15 256 78 334 09:30 375 80 455 21:30 273 78 351 09:45 316 1413 100 369 416 1782 21:45 213 1020 85 351 298 1371 10:00 312 91 403 22:00 263 67 330 10:15 316 108 424 22:15 221 81 302 10:30 305 116 421 22:30 203 55 258 10:45 282 1215 102 417 384 1632 22:45 220 907 72 275 292 1182 11:00 326 135 461 23:00 201 64 265 11:15 294 104 398 23:15 164 55 219 11:30 276 98 374 23:30 130 60 190 11:45 263 1159 101 438 364 1597 23:45 111 606 47 226 158 832 TOTALS 8602 2719 11321 TOTALS 14567 5335 19902 SPLIT % 76.0% 24.0% 36.3% SPLIT % 73.2% 26.8% 63.7% DAILY TOTALS NB SB EB WB Total 0 0 23,169 8,054 31,223 AM Peak Hour AM Pk Volume 08:15 1452 10:15 461 08:15 1838 PM Peak Hour PM Pk Volume 18:00 1542 16:45 623 16:45 2124 Pk Hr Factor 0.896 0.854 0.914 Pk Hr Factor 0.897 0.967 0.938 7- 9 Volume 2606 730 3336 4- 6 Volume 2949 1209 4158 7 - 9 Peak Hour 08:00 07:30 08:00 4 - 6 Peak Hour 16:30 16:45 16:45 7-9 Pk Volume 1412 405 1796 4- 6 Pk Volume 1513 623 2124 Pk Hr Factor 0.967 0.904 0.974 Pk Hr Factor 0.927 0.967 0.938 Prepared by National Data & Surveying Services VOLUME SR 934/NE 79th St W/O NE 10th Ave Day: Tuesday Date: 2/11/2020 City: Miami Project #: FL20_3049_031 DAILY TOTALS NB 0 SB 0 EB 21,143 WB 8,330 Total 29,473 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 95 42 137 12:00 247 93 340 00:15 77 35 112 12:15 308 137 445 00:30 95 36 131 12:30 192 97 289 00:45 66 333 23 136 89 469 12:45 353 1100 146 473 499 1573 01:00 55 19 74 13:00 274 124 398 01:15 69 17 86 13:15 279 133 412 01:30 48 15 63 13:30 282 115 397 01:45 49 221 18 69 67 290 13:45 243 1078 136 508 379 1586 02:00 28 8 36 14:00 231 121 352 02:15 38 12 50 14:15 301 109 410 02:30 27 7 34 14:30 265 96 361 02:45 34 127 11 38 45 165 14:45 355 1152 115 441 470 1593 03:00 26 21 47 15:00 287 121 408 03:15 20 11 31 15:15 277 121 398 03:30 26 17 43 15:30 317 109 426 03:45 31 103 17 66 48 169 15:45 300 1181 128 479 428 1660 04:00 31 10 41 16:00 309 134 443 04:15 27 18 45 16:15 324 143 467 04:30 33 15 48 16:30 322 89 411 04:45 30 121 10 53 40 174 16:45 340 1295 92 458 432 1753 05:00 55 20 75 17:00 391 1377 99 423 490 05:15 54 18 72 17:15 367 1420 99 379 466 05:30 82 40 122 17:30 389 1487 78 368 467 05:45 88 279 39 117 127 396 17:45 394 1541 110 386 504 1927 06:00 119 60 179 18:00 382 90 472 06:15 172 74 246 18:15 408 82 490 06:30 161 84 245 18:30 420 81 501 06:45 168 620 125 343 293 963 18:45 429 1639 133 386 562 2025 07:00 203 135 338 19:00 370 134 504 07:15 211 175 386 19:15 344 129 473 07:30 254 158 412 19:30 341 91 432 07:45 282 950 205 673 487 1623 19:45 336 1391 81 435 417 1826 08:00 303 1050 179 717 482 20:00 325 78 403 08:15 339 1178 169 711 508 20:15 295 77 372 08:30 296 1220 116 669 412 20:30 284 91 375 08:45 311 1249 188 652 499 1901 20:45 261 1165 82 328 343 1493 09:00 266 177 443 21:00 249 62 311 09:15 277 143 420 21:15 225 60 285 09:30 237 117 354 21:30 261 73 334 09:45 272 1052 155 592 427 1644 21:45 264 999 57 252 321 1251 10:00 257 145 402 22:00 204 58 262 10:15 275 131 406 22:15 230 64 294 10:30 215 139 354 22:30 215 46 261 10:45 262 1009 128 543 390 1552 22:45 202 851 61 229 263 1080 11:00 290 107 397 23:00 166 60 226 11:15 250 103 353 23:15 154 53 207 11:30 274 127 401 23:30 135 63 198 11:45 291 1105 124 461 415 1566 23:45 127 582 36 212 163 794 TOTALS 7169 3743 10912 TOTALS 13974 4587 18561 SPLIT % 65.7% 34.3% 37.0% SPLIT % 75.3% 24.7% 63.0% DAILY TOTALS NB SB EB WB Total 0 0 21,143 8,330 29,473 AM Peak Hour 08:00 07:15 08:00 PM Peak Hour 18:00 12:45 18:15 AM Pk Volume 1249 717 1901 PM Pk Volume 1639 518 2057 Pk Hr Factor 0.921 0.874 0.936 Pk Hr Factor 0.955 0.887 0.915 7- 9 Volume 2199 1325 3524 4- 6 Volume 2836 844 3680 7- 9 Peak Hour 08:00 07:15 08:00 4- 6 Peak Hour 17:00 16:00 17:00 7-9 Pk Volume 1249 717 1901 4- 6 Pk Volume 1541 458 1927 Pk Hr Factor 0.921 0.874 0.936 Pk Hr Factor 0.978 0.801 0.956 Prepared by National Data & Surveying Services VOLUME SR 934/NE 79th St E/O Bayshore Ct Day: Thursday Date: 2/13/2020 City: Miami Project #: FL20_3049_003 DAILY TOTALS NB 0 SB 0 EB 24,823 WB 24,745 Total 49,568 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 113 122 235 12:00 265 303 568 00:15 95 108 203 12:15 293 376 669 00:30 105 102 207 12:30 300 366 666 00:45 93 406 64 396 157 802 12:45 329 1187 312 1357 641 2544 01:00 76 68 144 13:00 277 344 621 01:15 71 59 130 13:15 347 326 673 01:30 61 48 109 13:30 324 318 642 01:45 50 258 46 221 96 479 13:45 314 1262 329 1317 643 2579 02:00 41 29 70 14:00 300 352 652 02:15 47 41 88 14:15 296 391 687 02:30 30 27 57 14:30 318 336 654 02:45 32 150 21 118 53 268 14:45 387 1301 409 1488 796 2789 03:00 39 30 69 15:00 299 343 642 03:15 38 22 60 15:15 327 465 792 03:30 29 22 51 15:30 328 443 771 03:45 31 137 20 94 51 231 15:45 344 1298 494 1745 838 3043 04:00 32 32 64 16:00 416 343 759 04:15 34 39 73 16:15 324 542 866 04:30 39 46 85 16:30 405 499 904 04:45 44 149 46 163 90 312 16:45 431 1576 470 1854 901 3430 05:00 42 49 91 17:00 389 1549 368 1879 757 05:15 53 80 133 17:15 388 1613 538 1875 926 05:30 123 83 206 17:30 402 1610 427 1803 829 05:45 101 319 117 329 218 648 17:45 420 1599 435 1768 855 3367 06:00 154 129 283 18:00 393 420 813 06:15 192 163 355 18:15 443 381 824 06:30 212 258 470 18:30 439 348 787 06:45 227 785 280 830 507 1615 18:45 405 1680 454 1603 859 3283 07:00 285 297 582 19:00 425 370 795 07:15 294 388 682 19:15 406 334 740 07:30 349 395 744 19:30 427 256 683 07:45 415 1343 377 1457 792 2800 19:45 347 1605 266 1226 613 2831 08:00 431 1489 446 1606 877 20:00 359 282 641 08:15 473 1668 423 1641 896 20:15 330 229 559 08:30 445 1764 417 1663 862 20:30 272 264 536 08:45 414 1763 380 1666 794 3429 20:45 288 1249 216 991 504 2240 09:00 334 407 741 21:00 279 201 480 09:15 424 431 855 21:15 290 158 448 09:30 385 377 762 21:30 257 173 430 09:45 334 1477 384 1599 718 3076 21:45 268 1094 158 690 426 1784 10:00 364 301 665 22:00 248 170 418 10:15 308 344 652 22:15 247 159 406 10:30 283 311 594 22:30 265 150 415 10:45 303 1258 344 1300 647 2558 22:45 277 1037 141 620 418 1657 11:00 288 262 550 23:00 205 171 376 11:15 331 350 681 23:15 180 173 353 11:30 232 239 471 23:30 160 191 351 11:45 335 1186 380 1231 715 2417 23:45 159 704 147 682 306 1386 TOTALS 9231 9404 18635 TOTALS 15592 15341 30933 SPLIT % 49.5% 50.5% 37.6% SPLIT % 50.4% 49.6% 62.4% DAILY TOTALS NB SB EB WB Total 0 0 24,823 24,745 49,568 AM Peak Hour 07:45 08:00 08:00 PM Peak Hour 18:15 16:15 16:30 AM Pk Volume 1764 1666 3429 PM Pk Volume 1712 1879 3488 Pk Hr Factor 0.932 0.934 0.957 Pk Hr Factor 0.966 0.867 0.942 7- 9 Volume 3106 3123 6229 4- 6 Volume 3175 3622 6797 7- 9 Peak Hour 07:45 08:00 08:00 4- 6 Peak Hour 16:30 16:15 16:30 7-9 Pk Volume 1764 1666 3429 4- 6 Pk Volume 1613 1879 3488 Pk Hr Factor 0.932 0.934 0.957 Pk Hr Factor 0.936 0.867 0.942 Prepared by National Data & Surveying Services VOLUME NW 71st St W/O NW 2nd Ave Day: Tuesday Date: 2/18/2020 City: Miami Project #: FL20_3049_004 DAILY TOTALS NB SB EB 4,619 WB 4,519 Total 9,138 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 0:00 13 10 23 12:00 54 66 120 0:15 17 12 29 12:15 52 63 115 0:30 11 13 24 12:30 63 66 129 0:45 12 53 11 46 23 99 12:45 86 255 54 249 140 504 1:00 6 5 11 13:00 65 71 136 1:15 3 8 11 13:15 74 71 145 1:30 11 12 23 13:30 79 70 149 1:45 9 29 8 33 17 62 13:45 74 292 67 279 141 571 2:00 5 8 13 14:00 100 71 171 2:15 8 8 16 14:15 82 91 173 2:30 5 8 13 14:30 87 89 176 2:45 5 23 5 29 10 52 14:45 84 353 92 343 176 696 3:00 5 7 12 15:00 84 110 194 3:15 5 4 9 15:15 94 100 194 3:30 3 9 12 15:30 75 101 176 3:45 11 24 6 26 17 50 15:45 94 347 78 389 172 736 4:00 4 10 14 16:00 91 106 197 4:15 7 8 15 16:15 80 103 183 4:30 5 14 19 16:30 93 95 188 4:45 16 32 7 39 23 71 16:45 71 335 88 392 159 727 5:00 10 8 18 17:00 82 326 90 376 172 5:15 11 12 23 17:15 77 323 100 373 177 5:30 15 17 32 17:30 59 289 59 337 118 5:45 20 56 15 52 35 108 17:45 78 296 79 328 157 624 6:00 29 21 50 18:00 111 82 193 6:15 17 22 39 18:15 92 81 173 6:30 31 43 74 18:30 97 79 176 6:45 48 125 39 125 87 250 18:45 84 384 72 314 156 698 7:00 47 56 103 19:00 92 71 163 7:15 68 53 121 19:15 85 64 149 7:30 78 45 123 19:30 70 67 137 7:45 75 268 85 239 160 507 19:45 59 306 49 251 108 557 8:00 77 298 67 250 144 20:00 46 43 89 8:15 95 325 74 271 169 20:15 45 31 76 8:30 52 299 62 288 114 20:30 39 39 78 8:45 78 302 62 265 140 567 20:45 26 156 32 145 58 301 9:00 61 62 123 21:00 28 34 62 9:15 66 53 119 21:15 25 30 55 9:30 56 53 109 21:30 20 29 49 9:45 53 236 64 232 117 468 21:45 20 93 24 117 44 210 10:00 52 58 110 22:00 25 34 59 10:15 58 64 122 22:15 24 21 45 10:30 75 47 122 22:30 22 12 34 10:45 46 231 59 228 105 459 22:45 17 88 19 86 36 174 11:00 50 55 105 23:00 22 21 43 11:15 63 52 115 23:15 16 17 33 11:30 60 63 123 23:30 36 19 55 11:45 57 230 67 237 124 467 23:45 31 105 18 75 49 180 TOTALS 1609 1551 3160 TOTALS 3010 2968 5978 SPLIT% 50.9% 49.1% 34.6% SPLIT% 50.4% 49.6% 65.4% DAILY TOTALS NB SB EB WB Total 0 0 4,619 4,519 9,138 AM Peak Hour AM Pk Volume Pk Hr Factor 7:30 325 0.855 7:45 288 0.847 7:30 596 0.882 PM Peak Hour PM Pk Volume Pk Hr Factor 18:00 384 0.865 14:45 403 0.916 14:30 740 0.954 7- 9 Volume 570 504 1074 4- 6 Volume 631 720 1351 7- 9 Peak Hour 7:30 7:45 7:30 4- 6 Peak Hour 16:00 16:00 16:00 7-9 Pk Volume 325 288 596 4- 6 Pk Volume 335 392 727 Pk Hr Factor 0.855 0.847 0.882 Pk Hr Factor 0.901 0.925 0.923 Prepared by National Data & Surveying Services VOLUME NE 71st St W/O NE 2nd Ave Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_005 DAILY TOTALS NB SB EB 3,200 WB 3,169 Total 6,369 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 14 14 28 12:00 39 39 78 00:15 13 8 21 12:15 41 37 78 00:30 10 10 20 12:30 50 36 86 00:45 5 42 10 42 15 84 12:45 47 177 44 156 91 333 01:00 6 8 14 13:00 40 48 88 01:15 9 5 14 13:15 53 49 102 01:30 7 4 11 13:30 49 52 101 01:45 6 28 7 24 13 52 13:45 54 196 51 200 105 396 02:00 4 5 9 14:00 53 59 112 02:15 1 2 3 14:15 37 55 92 02:30 7 9 16 14:30 54 51 105 02:45 2 14 4 20 6 34 14:45 45 189 44 209 89 398 03:00 3 2 5 15:00 48 58 106 03:15 5 2 7 15:15 48 67 115 03:30 1 8 9 15:30 51 58 109 03:45 5 14 6 18 11 32 15:45 62 209 62 245 124 454 04:00 3 5 8 16:00 42 66 108 04:15 7 1 8 16:15 48 60 108 04:30 8 2 10 16:30 50 71 121 04:45 8 26 6 14 14 40 16:45 43 183 65 262 108 445 05:00 8 5 13 17:00 47 188 77 273 124 05:15 10 9 19 17:15 53 193 70 283 123 05:30 24 11 35 17:30 59 202 59 271 118 05:45 20 62 7 32 27 94 17:45 57 216 77 283 134 499 06:00 15 9 24 18:00 63 57 120 06:15 14 13 27 18:15 64 66 130 06:30 20 25 45 18:30 46 47 93 06:45 36 85 24 71 60 156 18:45 52 225 52 222 104 447 07:00 33 41 74 19:00 37 50 87 07:15 52 27 79 19:15 41 36 77 07:30 54 34 88 19:30 39 43 82 07:45 77 216 32 134 109 350 19:45 35 152 34 163 69 315 08:00 60 243 54 147 114 20:00 36 26 62 08:15 59 250 48 168 107 20:15 24 23 47 08:30 66 262 45 179 111 20:30 19 20 39 08:45 67 252 37 184 104 436 20:45 34 113 26 95 60 208 09:00 61 52 113 21:00 23 30 53 09:15 61 41 102 21:15 22 29 51 09:30 59 34 93 21:30 24 14 38 09:45 50 231 37 164 87 395 21:45 26 95 21 94 47 189 10:00 46 37 83 22:00 23 25 48 10:15 54 47 101 22:15 13 26 39 10:30 34 49 83 22:30 10 17 27 10:45 44 178 38 171 82 349 22:45 16 62 17 85 33 147 11:00 39 56 95 23:00 16 17 33 11:15 44 49 93 23:15 10 18 28 11:30 48 58 106 23:30 11 16 27 11:45 50 181 49 212 99 393 23:45 17 54 18 69 35 123 TOTALS 1329 1086 2415 TOTALS 1871 2083 3954 SPLIT % 55.0% 45.0% 37.9% SPLIT % 47.3% 52.7% 62.1% DAILY TOTALS NB SB EB WB Total 0 0 3,200 3,169 6,369 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 262 0.851 11:00 212 0.914 07:45 441 0.967 PM Peak Hour PM Pk Volume Pk Hr Factor 17:30 243 0.949 16:30 283 0.919 17:30 502 0.937 7- 9 Volume 468 318 786 4- 6 Volume 399 545 944 7- 9 Peak Hour 07:45 08:00 07:45 4- 6 Peak Hour 17:00 16:30 17:00 7- 9 Pk Volume 262 184 441 4-6 Pk Volume 216 283 499 Pk Hr Factor 0.851 0.852 0.967 Pk Hr Factor 0.915 0.919 0.931 Prepared by National Data & Surveying Services VOLUME NW62ndStW/ONW2ndAve Day: Tuesday Date: 2/11/2020 City: Miami Project #: FL20_3049_006 DAILY TOTALS NB 0 SB 0 EB 11,719 WB 9,749 Total 21,468 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 55 43 98 12:00 141 140 281 00:15 63 33 96 12:15 148 126 274 00:30 57 39 96 12:30 158 145 303 00:45 37 212 40 155 77 367 12:45 155 602 145 556 300 1158 01:00 41 36 77 13:00 173 140 313 01:15 32 19 51 13:15 154 138 292 01:30 36 22 58 13:30 168 145 313 01:45 18 127 19 96 37 223 13:45 151 646 127 550 278 1196 02:00 18 17 35 14:00 131 139 270 02:15 9 11 20 14:15 133 116 249 02:30 21 15 36 14:30 160 134 294 02:45 14 62 14 57 28 119 14:45 155 579 134 523 289 1102 03:00 20 13 33 15:00 141 166 307 03:15 15 9 24 15:15 143 168 311 03:30 22 17 39 15:30 187 170 357 03:45 19 76 19 58 38 134 15:45 177 648 174 678 351 1326 04:00 23 17 40 16:00 184 200 384 04:15 18 17 35 16:15 171 147 318 04:30 26 22 48 16:30 209 169 378 04:45 28 95 22 78 50 173 16:45 206 770 154 670 360 1440 05:00 21 25 46 17:00 238 824 188 658 426 05:15 32 44 76 17:15 239 892 166 677 405 05:30 55 57 112 17:30 211 894 171 679 382 05:45 46 154 48 174 94 328 17:45 257 945 169 694 426 1639 06:00 83 70 153 18:00 258 166 424 06:15 67 71 138 18:15 276 163 439 06:30 83 87 170 18:30 276 149 425 06:45 98 331 79 307 177 638 18:45 265 1075 119 597 384 1672 07:00 97 116 213 19:00 197 126 323 07:15 106 118 224 19:15 207 119 326 07:30 139 117 256 19:30 214 119 333 07:45 129 471 143 494 272 965 19:45 236 854 109 473 345 1327 08:00 165 539 147 525 312 20:00 147 114 261 08:15 165 598 154 561 319 20:15 107 122 229 08:30 181 640 152 596 333 20:30 117 96 213 08:45 193 704 137 590 330 1294 20:45 91 462 103 435 194 897 09:00 215 117 332 21:00 143 104 247 09:15 159 108 267 21:15 151 113 264 09:30 148 100 248 21:30 155 91 246 09:45 167 689 115 440 282 1129 21:45 102 551 114 422 216 973 10:00 190 114 304 22:00 55 92 147 10:15 183 121 304 22:15 57 86 143 10:30 147 130 277 22:30 51 80 131 10:45 165 685 129 494 294 1179 22:45 49 212 78 336 127 548 11:00 161 152 313 23:00 38 79 117 11:15 159 142 301 23:15 37 85 122 11:30 143 136 279 23:30 25 84 109 11:45 171 634 113 543 284 1177 23:45 35 135 81 329 116 464 TOTALS 4240 3486 7726 TOTALS 7479 6263 13742 SPLIT % 54.9% 45.1% 36.0% SPLIT % 54.4% 45.6% 64.0% DAILY TOTALS NB SB EB WB Total 0 0 11,719 9,749 21,468 AM Peak Hour 08:15 07:45 08:15 PM Peak Hour 18:00 15:15 17:45 AM Pk Volume 754 596 1314 PM Pk Volume 1075 712 1714 Pk Hr Factor 0.877 0.968 0.986 Pk Hr Factor 0.974 0.890 0.976 7- 9 Volume 1175 1084 2259 4- 6 Volume 1715 1364 3079 7- 9 Peak Hour 08:00 07:45 08:00 4- 6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 704 596 1294 4- 6 Pk Volume 945 694 1639 Pk Hr Factor 0.912 0.968 0.971 Pk Hr Factor 0.919 0.923 0.962 Prepared by National Data & Surveying Services VOLUME NE 62nd St W/O NE 1st Ave Day: Tuesday Date: 2/11/2020 City: Miami Project #: FL20_3049_032 DAILY TOTALS NB SB EB 6,499 WB 5,269 Total 11,768 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 18 21 39 12:00 99 76 175 00:15 18 21 39 12:15 88 76 164 00:30 18 18 36 12:30 90 77 167 00:45 9 63 15 75 24 138 12:45 81 358 78 307 159 665 01:00 14 17 31 13:00 105 90 195 01:15 7 8 15 13:15 80 94 174 01:30 15 12 27 13:30 92 85 177 01:45 6 42 8 45 14 87 13:45 77 354 89 358 166 712 02:00 7 7 14 14:00 94 78 172 02:15 4 6 10 14:15 90 75 165 02:30 2 11 13 14:30 102 88 190 02:45 9 22 6 30 15 52 14:45 89 375 81 322 170 697 03:00 7 5 12 15:00 94 92 186 03:15 4 1 5 15:15 89 82 171 03:30 7 6 13 15:30 96 104 200 03:45 3 21 7 19 10 40 15:45 86 365 87 365 173 730 04:00 10 7 17 16:00 99 114 213 04:15 9 7 16 16:15 97 101 198 04:30 9 3 12 16:30 104 103 207 04:45 18 46 15 32 33 78 16:45 108 408 92 410 200 818 05:00 13 11 24 17:00 102 411 123 419 225 05:15 20 14 34 17:15 111 425 126 444 237 05:30 26 24 50 17:30 102 423 97 438 199 05:45 36 95 22 71 58 166 17:45 134 449 102 448 236 897 06:00 43 25 68 18:00 117 103 220 06:15 41 26 67 18:15 122 90 212 06:30 49 23 72 18:30 119 83 202 06:45 57 190 26 100 83 290 18:45 115 473 62 338 177 811 07:00 59 45 104 19:00 105 69 174 07:15 60 54 114 19:15 83 66 149 07:30 96 72 168 19:30 85 52 137 07:45 128 343 67 238 195 581 19:45 98 371 58 245 156 616 08:00 119 403 54 247 173 20:00 76 89 165 08:15 131 474 91 284 222 20:15 39 54 93 08:30 141 519 91 303 232 20:30 48 42 90 08:45 130 521 71 307 201 828 20:45 37 200 56 241 93 441 09:00 144 65 209 21:00 61 48 109 09:15 113 68 181 21:15 59 56 115 09:30 98 53 151 21:30 68 27 95 09:45 97 452 80 266 177 718 21:45 59 247 45 176 104 423 10:00 105 74 179 22:00 58 39 97 10:15 117 59 176 22:15 60 36 96 10:30 76 73 149 22:30 56 32 88 10:45 87 385 74 280 161 665 22:45 55 229 38 145 93 374 11:00 85 67 152 23:00 44 35 79 11:15 83 86 169 23:15 47 39 86 11:30 73 57 130 23:30 20 46 66 11:45 106 347 76 286 182 633 23:45 32 143 45 165 77 308 TOTALS 2527 1749 4276 TOTALS 3972 3520 7492 SPLIT % 59.1% 40.9% 36.3% SPLIT % 53.0% 47.0% 63.7% DAILY TOTALS NB SB EB WB Total 0 0 6,499 5,269 11,768 AM Peak Hour AM Pk Volume Pk Hr Factor 08:15 546 0.948 08:15 318 0.874 08:15 864 0.931 PM Peak Hour PM Pk Volume Pk Hr Factor 17:45 492 0.918 17:00 448 0.889 17:00 897 0.946 7- 9 Volume 864 545 1409 4- 6 Volume 857 858 1715 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 521 307 828 4-6 Pk Volume 449 448 897 Pk Hr Factor 0.924 0.843 0.892 Pk Hr Factor 0.838 0.889 0.946 Prepared by National Data & Surveying Services VOLUME NE 62nd St W/O NE 4th Ct Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_007 DAILY TOTALS NB 0 s6 0 EB 0 3,9494 3 Toth, 3,943 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 0 18 18 12:00 0 50 50 00:15 0 18 18 12:15 0 47 47 00:30 0 12 12 12:30 0 61 61 00:45 0 12 60 12 60 12:45 0 52 210 52 210 01:00 0 13 13 13:00 0 62 62 01:15 0 5 5 13:15 0 60 60 01:30 0 9 9 13:30 0 65 65 01:45 0 6 33 6 33 13:45 0 56 243 56 243 02:00 0 7 7 14:00 0 60 60 02:15 0 9 9 14:15 0 60 60 02:30 0 2 2 14:30 0 66 66 02:45 0 4 22 4 22 14:45 0 58 244 58 244 03:00 0 7 7 15:00 0 71 71 03:15 0 3 3 15:15 0 68 68 03:30 0 11 11 15:30 0 74 74 03:45 0 5 26 5 26 15:45 0 73 286 73 286 04:00 0 6 6 16:00 0 89 89 04:15 0 8 8 16:15 0 80 80 04:30 0 3 3 16:30 0 89 89 04:45 0 10 27 10 27 16:45 0 87 345 87 345 05:00 0 6 6 17:00 0 106 106 362 05:15 0 5 5 17:15 0 90 90 372 05:30 0 12 12 17:30 0 108 108 391 05:45 0 14 37 14 37 17:45 0 73 377 73 377 06:00 0 13 13 18:00 0 78 78 06:15 0 11 11 18:15 0 76 76 06:30 0 18 18 18:30 0 61 61 06:45 0 23 65 23 65 18:45 0 60 275 60 275 07:00 0 29 29 19:00 0 46 46 07:15 0 42 42 19:15 0 45 45 07:30 0 52 52 19:30 0 44 44 07:45 0 79 202 79 202 19:45 0 26 161 26 161 08:00 0 86 86 259 20:00 0 36 36 08:15 0 75 75 292 20:15 0 32 32 08:30 0 66 66 306 20:30 0 39 39 08:45 0 72 299 72 299 20:45 0 21 128 21 128 09:00 0 68 68 21:00 0 34 34 09:15 0 41 41 21:15 0 33 33 09:30 0 44 44 21:30 0 26 26 09:45 0 53 206 53 206 21:45 0 28 121 28 121 10:00 0 52 52 22:00 0 22 22 10:15 0 59 59 22:15 0 31 31 10:30 0 49 49 22:30 0 26 26 10:45 0 46 206 46 206 22:45 0 22 101 22 101 11:00 0 44 44 23:00 0 22 22 11:15 0 58 58 23:15 0 16 16 11:30 0 44 44 23:30 0 17 17 11:45 0 50 196 50 196 23:45 0 18 73 18 73 TOTALS 1379 1379 TOTALS 2564 2564 SPLIT % 10o.0% 35.0% SPLIT % 10o.0% 65.0% DAILY TOTALS NB SB EB WB Total 0 0 0 3,943 3,943 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 306 0.890 07:45 306 0.890 PM Peak Hour PM Pk Volume Pk Hr Factor 16:45 391 0.905 16:45 391 0.905 7- 9 Volume 501 501 4- 6 Volume 722 722 7- 9 Peak Hour 07:45 07:45 4- 6 Peak Hour 16:45 16:45 7-9 Pk Volume 306 306 4- 6 Pk Volume 391 391 Pk Hr Factor 0.890 0.890 Pk Hr Factor 0.905 0.905 Prepared by National Data & Surveying Services VOLUME NE 61st St W/O NE 4th Ct Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_008 DAILY TOTALS NB SB EB 4,407 WB 0 Total 4,407 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 19 0 19 12:00 47 0 47 00:15 10 0 10 12:15 43 0 43 00:30 8 0 8 12:30 61 0 61 00:45 11 48 0 11 48 12:45 65 216 0 65 216 01:00 14 0 14 13:00 61 0 61 01:15 11 0 11 13:15 72 0 72 01:30 13 0 13 13:30 66 0 66 01:45 10 48 0 10 48 13:45 71 270 0 71 270 02:00 8 0 8 14:00 55 0 55 02:15 17 0 17 14:15 64 0 64 02:30 8 0 8 14:30 45 0 45 02:45 4 37 0 4 37 14:45 64 228 0 64 228 03:00 9 0 9 15:00 58 0 58 03:15 2 0 2 15:15 73 0 73 03:30 7 0 7 15:30 60 0 60 03:45 4 22 0 4 22 15:45 66 257 0 66 257 04:00 5 0 5 16:00 69 0 69 04:15 7 0 7 16:15 70 0 70 04:30 8 0 8 16:30 67 0 67 04:45 12 32 0 12 32 16:45 78 284 0 78 284 05:00 15 0 15 17:00 88 0 88 303 05:15 10 0 10 17:15 76 0 76 309 05:30 13 0 13 17:30 79 0 79 321 05:45 19 57 0 19 57 17:45 92 335 0 92 335 06:00 27 0 27 18:00 95 0 95 06:15 25 0 25 18:15 85 0 85 06:30 29 0 29 18:30 82 0 82 06:45 44 125 0 44 125 18:45 58 320 0 58 320 07:00 41 0 41 19:00 78 0 78 07:15 59 0 59 19:15 67 0 67 07:30 66 0 66 19:30 53 0 53 07:45 115 281 0 115 281 19:45 48 246 0 48 246 08:00 112 0 112 352 20:00 61 0 61 08:15 69 0 69 362 20:15 49 0 49 08:30 73 0 73 369 20:30 45 0 45 08:45 90 344 0 90 344 20:45 37 192 0 37 192 09:00 76 0 76 21:00 36 0 36 09:15 69 0 69 21:15 37 0 37 09:30 59 0 59 21:30 38 0 38 09:45 62 266 0 62 266 21:45 43 154 0 43 154 10:00 69 0 69 22:00 40 0 40 10:15 44 0 44 22:15 34 0 34 10:30 56 0 56 22:30 33 0 33 10:45 48 217 0 48 217 22:45 36 143 0 36 143 11:00 52 0 52 23:00 33 0 33 11:15 48 0 48 23:15 26 0 26 11:30 34 0 34 23:30 37 0 37 11:45 40 174 0 40 174 23:45 15 111 0 15 111 TOTALS 1651 1651 TOTALS 2756 2756 SPLIT % 10o.0% 37.5% SPLIT % 10o.0% 62.5% DAILY TOTALS NB SB EB WB Total 0 0 4,407 0 4,407 AM Peak Hour 07:45 07:45 PM Peak Hour 17:45 17:45 AM Pk Volume 369 369 PM Pk Volume 354 354 Pk Hr Factor 0.802 0.802 Pk Hr Factor 0.932 0.932 7- 9 Volume 625 625 4- 6 Volume 619 619 7- 9 Peak Hour 07:45 07:45 4- 6 Peak Hour 17:00 17:00 7-9 Pk Volume 369 369 4-6 Pk Volume 335 335 Pk Hr Factor 0.802 0.802 Pk Hr Factor 0.910 0.910 Prepared by National Data & Surveying Services VOLUME NW 54th St W/O NW 2nd Ave Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_009 DAILY TOTALS NB 0 SB 0 EB 10,461 WB 9,686 Total 20,147 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 39 63 102 12:00 161 125 286 00:15 36 41 77 12:15 113 149 262 00:30 27 50 77 12:30 153 155 308 00:45 22 124 35 189 57 313 12:45 126 553 134 563 260 1116 01:00 18 43 61 13:00 137 147 284 01:15 27 36 63 13:15 164 139 303 01:30 13 22 35 13:30 142 148 290 01:45 4 62 20 121 24 183 13:45 156 599 159 593 315 1192 02:00 9 17 26 14:00 123 141 264 02:15 18 19 37 14:15 138 149 287 02:30 13 27 40 14:30 171 144 315 02:45 5 45 17 80 22 125 14:45 192 624 135 569 327 1193 03:00 8 15 23 15:00 204 143 347 03:15 12 15 27 15:15 179 155 334 03:30 8 16 24 15:30 167 168 335 03:45 16 44 10 56 26 100 15:45 219 769 176 642 395 1411 04:00 8 14 22 16:00 198 177 375 04:15 9 22 31 16:15 211 135 346 04:30 23 15 38 16:30 197 152 349 04:45 22 62 20 71 42 133 16:45 198 804 151 615 349 1419 05:00 24 28 52 17:00 196 802 190 628 386 05:15 24 27 51 17:15 201 792 146 639 347 05:30 28 38 66 17:30 222 817 179 666 401 05:45 38 114 45 138 83 252 17:45 200 819 177 692 377 1511 06:00 48 49 97 18:00 190 139 329 06:15 72 64 136 18:15 190 139 329 06:30 85 85 170 18:30 186 164 350 06:45 118 323 77 275 195 598 18:45 156 722 148 590 304 1312 07:00 110 104 214 19:00 132 132 264 07:15 138 122 260 19:15 137 124 261 07:30 183 131 314 19:30 118 108 226 07:45 174 605 123 480 297 1085 19:45 106 493 124 488 230 981 08:00 164 659 146 522 310 20:00 124 130 254 08:15 178 699 140 540 318 20:15 106 104 210 08:30 187 703 150 559 337 20:30 97 99 196 08:45 185 714 130 566 315 1280 20:45 79 406 92 425 171 831 09:00 179 113 292 21:00 81 99 180 09:15 191 119 310 21:15 89 72 161 09:30 140 111 251 21:30 79 90 169 09:45 151 661 135 478 286 1139 21:45 89 338 81 342 170 680 10:00 117 111 228 22:00 85 102 187 10:15 132 105 237 22:15 70 90 160 10:30 138 121 259 22:30 90 97 187 10:45 125 512 125 462 250 974 22:45 70 315 77 366 147 681 11:00 129 127 256 23:00 47 95 142 11:15 140 139 279 23:15 50 81 131 11:30 155 146 301 23:30 53 94 147 11:45 130 554 135 547 265 1101 23:45 49 199 68 338 117 537 TOTALS 3820 3463 7283 TOTALS 6641 6223 12864 SPLIT% 52.5% 47.5% 36.1% SPLIT% 51.6% 48.4% 63.9% DAILY TOTALS NB SB EB WB Total 0 0 10,461 9,686 20,147 AM Peak Hour AM Pk Volume Pk Hr Factor 08:30 742 0.971 08:00 566 0.943 08:00 1280 0.950 PM Peak Hour PM Pk Volume Pk Hr Factor 15:45 825 0.942 17:00 692 0.911 17:00 1511 0.942 7- 9 Volume 1319 1046 2365 4- 6 Volume 1623 1307 2930 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 714 566 1280 4- 6 Pk Volume 819 692 1511 Pk Hr Factor 0.955 0.943 0.950 Pk Hr Factor 0.922 0.911 0.942 Prepared by National Data & Surveying Services VOLUME NE 54th St W/O NE 2nd Ave Day: Tuesday Date: 2/4/2020 City: Miami Project#: FL20_3049_010 DAILY TOTALS NB SB EB 7,671 WB 8,388 Total 16,059 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 22 44 66 12:00 108 126 234 00:15 20 27 47 12:15 104 107 211 00:30 17 38 55 12:30 129 140 269 00:45 28 87 39 148 67 235 12:45 108 449 120 493 228 942 01:00 16 34 50 13:00 118 135 253 01:15 17 21 38 13:15 129 107 236 01:30 14 21 35 13:30 111 136 247 01:45 14 61 24 100 38 161 13:45 106 464 150 528 256 992 02:00 10 17 27 14:00 106 139 245 02:15 10 11 21 14:15 113 118 231 02:30 13 12 25 14:30 135 118 253 02:45 8 41 11 51 19 92 14:45 117 471 126 501 243 972 03:00 7 13 20 15:00 134 130 264 03:15 8 12 20 15:15 125 138 263 03:30 8 10 18 15:30 115 167 282 03:45 10 33 17 52 27 85 15:45 133 507 147 582 280 1089 04:00 14 4 18 16:00 128 208 336 04:15 10 17 27 16:15 136 129 265 04:30 15 12 27 16:30 133 154 287 04:45 17 56 13 46 30 102 16:45 129 526 136 627 265 1153 05:00 18 15 33 17:00 139 537 202 621 341 05:15 22 14 36 17:15 133 534 143 635 276 05:30 24 21 45 17:30 141 542 177 658 318 05:45 30 94 30 80 60 174 17:45 142 555 138 660 280 1215 06:00 38 27 65 18:00 137 157 294 06:15 59 42 101 18:15 156 120 276 06:30 72 48 120 18:30 121 154 275 06:45 81 250 64 181 145 431 18:45 111 525 105 536 216 1061 07:00 77 65 142 19:00 114 148 262 07:15 87 81 168 19:15 111 113 224 07:30 104 97 201 19:30 100 94 194 07:45 129 397 118 361 247 758 19:45 83 408 108 463 191 871 08:00 129 449 108 404 237 20:00 93 111 204 08:15 124 486 139 462 263 20:15 78 84 162 08:30 128 510 125 490 253 20:30 62 60 122 08:45 137 518 111 483 248 1001 20:45 58 291 72 327 130 618 09:00 132 129 261 21:00 53 78 131 09:15 132 118 250 21:15 58 63 121 09:30 120 121 241 21:30 57 71 128 09:45 95 479 115 483 210 962 21:45 71 239 62 274 133 513 10:00 113 90 203 22:00 54 75 129 10:15 107 111 218 22:15 62 60 122 10:30 102 92 194 22:30 53 68 121 10:45 109 431 104 397 213 828 22:45 43 212 61 264 104 476 11:00 105 107 212 23:00 45 70 115 11:15 99 136 235 23:15 37 63 100 11:30 134 128 262 23:30 38 79 117 11:45 86 424 115 486 201 910 23:45 33 153 53 265 86 418 TOTALS 2871 2868 5739 TOTALS 4800 5520 10320 SPLIT % 50.0% 50.0% 35.7% SPLIT % 46.5% 53.5% 64.3% DAILY TOTALS NB SB EB WB Total 0 0 7,671 8,388 16,059 AM Peak Hour 08:30 11:15 08:15 PM Peak Hour 17:30 15:15 17:00 AM Pk Volume 529 505 1025 PM Pk Volume 576 660 1215 Pk Hr Factor 0.965 0.928 0.974 Pk Hr Factor 0.923 0.793 0.891 7- 9 Volume 915 844 1759 4- 6 Volume 1081 1287 2368 7- 9 Peak Hour 08:00 07:45 08:00 4- 6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 518 490 1001 4- 6 Pk Volume 555 660 1215 Pk Hr Factor 0.945 0.881 0.952 Pk Hr Factor 0.977 0.817 0.891 Prepared by National Data & Surveying Services VOLUME NE 54th St W/O US 1 Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_033 DAILY TOTALS NB SB EB 7,756 WB 7,766 Total 15,522 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 23 46 69 12:00 112 117 229 00:15 20 37 57 12:15 101 125 226 00:30 13 52 65 12:30 123 119 242 00:45 25 81 40 175 65 256 12:45 111 447 105 466 216 913 01:00 13 32 45 13:00 109 113 222 01:15 15 26 41 13:15 126 125 251 01:30 12 19 31 13:30 102 124 226 01:45 8 48 16 93 24 141 13:45 112 449 128 490 240 939 02:00 7 18 25 14:00 102 127 229 02:15 9 10 19 14:15 127 114 241 02:30 9 13 22 14:30 125 108 233 02:45 5 30 8 49 13 79 14:45 107 461 120 469 227 930 03:00 12 7 19 15:00 116 121 237 03:15 9 10 19 15:15 111 134 245 03:30 10 11 21 15:30 116 148 264 03:45 12 43 10 38 22 81 15:45 129 472 147 550 276 1022 04:00 9 7 16 16:00 132 181 313 04:15 8 14 22 16:15 109 123 232 04:30 18 9 27 16:30 135 149 284 04:45 23 58 7 37 30 95 16:45 136 512 133 586 269 1098 05:00 16 13 29 17:00 136 516 178 583 314 05:15 33 14 47 17:15 131 538 162 622 293 05:30 30 11 41 17:30 136 539 173 646 309 05:45 38 117 25 63 63 180 17:45 150 553 127 640 277 1193 06:00 48 23 71 18:00 132 159 291 06:15 65 18 83 18:15 152 129 281 06:30 76 41 117 18:30 107 149 256 06:45 95 284 43 125 138 409 18:45 100 491 106 543 206 1034 07:00 77 52 129 19:00 117 127 244 07:15 108 65 173 19:15 110 103 213 07:30 146 77 223 19:30 95 104 199 07:45 153 484 84 278 237 762 19:45 98 420 93 427 191 847 08:00 148 555 85 311 233 20:00 100 99 199 08:15 124 571 84 330 208 20:15 82 85 167 08:30 142 567 88 341 230 20:30 79 76 155 08:45 163 577 81 338 244 915 20:45 57 318 90 350 147 668 09:00 139 111 250 21:00 75 74 149 09:15 147 103 250 21:15 55 60 115 09:30 133 100 233 21:30 55 82 137 09:45 96 515 82 396 178 911 21:45 67 252 67 283 134 535 10:00 101 81 182 22:00 46 67 113 10:15 107 86 193 22:15 62 82 144 10:30 90 89 179 22:30 60 83 143 10:45 85 383 91 347 176 730 22:45 44 212 68 300 112 512 11:00 88 86 174 23:00 47 81 128 11:15 105 100 205 23:15 36 88 124 11:30 101 106 207 23:30 38 80 118 11:45 98 392 115 407 213 799 23:45 36 157 67 316 103 473 TOTALS 3012 2346 5358 TOTALS 4744 5420 10164 SPLIT % 56.2% 43.8% 34.5% SPLIT % 46.7% 53.3% 65.5% DAILY TOTALS NB SB EB WB Total 0 0 7,756 7,766 15,522 AM Peak Hour AM Pk Volume Pk Hr Factor 08:30 591 0.906 11:45 476 0.952 08:45 977 0.977 PM Peak Hour PM Pk Volume Pk Hr Factor 17:30 570 0.938 16:45 646 0.907 17:00 1193 0.950 7- 9 Volume 1061 616 1677 4- 6 Volume 1065 1226 2291 7- 9 Peak Hour 08:00 07:45 08:00 4- 6 Peak Hour 17:00 16:45 17:00 7-9 Pk Volume 577 341 915 4- 6 Pk Volume 553 646 1193 Pk Hr Factor 0.885 0.969 0.938 Pk Hr Factor 0.922 0.907 0.950 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave N/O NW 75th St Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_011 DAILY TOTALS NB 4,648 SB 1,873 EB 0 WB 0 Total 6,521 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 28 7 35 12:00 50 23 73 00:15 13 2 15 12:15 67 38 105 00:30 15 6 21 12:30 60 25 85 00:45 13 69 9 24 22 93 12:45 55 232 31 117 86 349 01:00 10 6 16 13:00 53 29 82 01:15 17 5 22 13:15 45 35 80 01:30 10 4 14 13:30 54 23 77 01:45 6 43 1 16 7 59 13:45 50 202 29 116 79 318 02:00 10 5 15 14:00 58 19 77 02:15 5 2 7 14:15 58 20 78 02:30 5 3 8 14:30 84 33 117 02:45 5 25 4 14 9 39 14:45 85 285 23 95 108 380 03:00 3 3 6 15:00 74 35 109 03:15 6 2 8 15:15 116 26 142 03:30 1 0 1 15:30 104 23 127 03:45 4 14 1 6 5 20 15:45 121 415 31 115 152 530 04:00 5 5 10 16:00 133 24 157 04:15 5 9 14 16:15 139 24 163 04:30 5 2 7 16:30 163 20 183 04:45 4 19 5 21 9 40 16:45 142 577 28 96 170 673 05:00 8 11 19 17:00 178 622 21 93 199 05:15 6 8 14 17:15 186 669 30 99 216 05:30 6 2 8 17:30 162 668 30 109 192 05:45 12 32 9 30 21 62 17:45 151 677 29 110 180 787 06:00 13 11 24 18:00 108 26 134 06:15 14 19 33 18:15 139 26 165 06:30 26 20 46 18:30 132 26 158 06:45 28 81 29 79 57 160 18:45 94 473 25 103 119 576 07:00 36 48 84 19:00 91 30 121 07:15 40 34 74 19:15 95 16 111 07:30 34 33 67 19:30 68 31 99 07:45 36 146 53 168 89 314 19:45 49 303 22 99 71 402 08:00 42 152 37 157 79 20:00 37 15 52 08:15 42 154 34 157 76 20:15 40 21 61 08:30 38 158 43 167 81 20:30 24 17 41 08:45 36 158 36 150 72 308 20:45 27 128 10 63 37 191 09:00 34 32 66 21:00 35 14 49 09:15 47 32 79 21:15 38 18 56 09:30 30 24 54 21:30 34 11 45 09:45 43 154 21 109 64 263 21:45 35 142 15 58 50 200 10:00 30 26 56 22:00 32 15 47 10:15 28 20 48 22:15 27 16 43 10:30 33 23 56 22:30 39 17 56 10:45 31 122 18 87 49 209 22:45 23 121 10 58 33 179 11:00 41 22 63 23:00 19 11 30 11:15 48 21 69 23:15 13 9 22 11:30 43 31 74 23:30 18 5 23 11:45 36 168 33 107 69 275 23:45 12 62 7 32 19 94 TOTALS 1031 811 1842 TOTALS 3617 1062 4679 SPLIT % 56.0% 44.0% 28.2% SPLIT % 77.3% 22.7% 71.8% DAILY TOTALS NB SB EB WB Total 4,648 1,873 0 0 6,521 AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 213 0.795 07:00 168 0.792 11:45 332 0.790 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 677 0.910 12:15 123 0.809 17:00 787 0.911 7- 9 Volume 304 318 622 4- 6 Volume 1254 206 1460 7- 9 Peak Hour 07:45 07:00 07:45 4- 6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 158 168 325 4- 6 Pk Volume 677 110 787 Pk Hr Factor 0.940 0.792 0.913 Pk Hr Factor 0.910 0.917 0.911 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave N/O NW 64th St Day: Tuesday Date: 2/4/2020 City: Miami Project#: FL20_3049_012 DAILY TOTALS NB 5,067 SB 3,897 EB WB Total 8,964 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 30 21 51 12:00 58 52 110 00:15 24 9 33 12:15 76 39 115 00:30 15 8 23 12:30 53 48 101 00:45 16 85 11 49 27 134 12:45 63 250 59 198 122 448 01:00 14 8 22 13:00 55 46 101 01:15 17 7 24 13:15 75 48 123 01:30 13 6 19 13:30 53 60 113 01:45 4 48 9 30 13 78 13:45 55 238 71 225 126 463 02:00 13 10 23 14:00 69 61 130 02:15 6 5 11 14:15 59 49 108 02:30 7 4 11 14:30 89 61 150 02:45 4 30 6 25 10 55 14:45 72 289 67 238 139 527 03:00 8 5 13 15:00 82 61 143 03:15 6 4 10 15:15 120 61 181 03:30 5 3 8 15:30 120 53 173 03:45 7 26 4 16 11 42 15:45 130 452 68 243 198 695 04:00 1 3 4 16:00 128 49 177 04:15 4 8 12 16:15 133 55 188 04:30 6 13 19 16:30 134 65 199 04:45 6 17 10 34 16 51 16:45 107 502 72 241 179 743 05:00 13 16 29 17:00 150 524 50 242 200 05:15 8 15 23 17:15 144 535 51 238 195 05:30 11 19 30 17:30 137 538 64 237 201 05:45 12 44 15 65 27 109 17:45 124 555 72 237 196 792 06:00 16 20 36 18:00 136 63 199 06:15 22 35 57 18:15 141 64 205 06:30 25 32 57 18:30 116 61 177 06:45 25 88 51 138 76 226 18:45 102 495 58 246 160 741 07:00 47 65 112 19:00 97 48 145 07:15 45 78 123 19:15 84 41 125 07:30 59 78 137 19:30 75 49 124 07:45 63 214 87 308 150 522 19:45 58 314 44 182 102 496 08:00 56 223 98 341 154 20:00 70 42 112 08:15 58 236 85 348 143 20:15 53 36 89 08:30 47 224 83 353 130 20:30 35 34 69 08:45 44 205 84 350 128 555 20:45 44 202 26 138 70 340 09:00 36 58 94 21:00 48 38 86 09:15 48 60 108 21:15 41 41 82 09:30 32 62 94 21:30 37 19 56 09:45 47 163 46 226 93 389 21:45 35 161 29 127 64 288 10:00 41 39 80 22:00 37 18 55 10:15 54 53 107 22:15 43 29 72 10:30 58 52 110 22:30 33 34 67 10:45 64 217 55 199 119 416 22:45 29 142 14 95 43 237 11:00 52 52 104 23:00 22 15 37 11:15 72 59 131 23:15 24 18 42 11:30 54 56 110 23:30 26 11 37 11:45 55 233 58 225 113 458 23:45 25 97 18 62 43 159 TOTALS 1370 1665 3035 TOTALS 3697 2232 5929 SPLIT % 45.1% 54.9% 33.9% SPLIT % 62.4% 37.6% 66.1% DAILY TOTALS NB SB EB WB Total 5,067 3,897 0 0 8,964 AM Peak Hour AM Pk Volume Pk Hr Factor 10:30 246 0.854 07:45 353 0.901 07:30 584 0.948 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 555 0.925 17:30 263 0.913 17:30 801 0.977 7- 9 Volume 419 658 1077 4- 6 Volume 1057 478 1535 7- 9 Peak Hour 07:30 07:45 07:30 4- 6 Peak Hour 17:00 16:15 17:00 7-9 Pk Volume 236 353 584 4-6 Pk Volume 555 242 792 Pk Hr Factor 0.937 0.901 0.948 Pk Hr Factor 0.925 0.840 0.985 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave S/O NW 59th St Day: Tuesday Date: 2/4/2020 City: Miami Project#: FL20_3049_013 DAILY TOTALS NB 5,473 SB 5,078 EB 0 WB 0 Total 10,551 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 30 29 59 12:00 75 68 143 00:15 34 17 51 12:15 73 80 153 00:30 16 20 36 12:30 68 66 134 00:45 13 93 22 88 35 181 12:45 78 294 78 292 156 586 01:00 18 14 32 13:00 87 60 147 01:15 16 21 37 13:15 71 77 148 01:30 10 11 21 13:30 71 64 135 01:45 6 50 18 64 24 114 13:45 68 297 78 279 146 576 02:00 12 10 22 14:00 58 88 146 02:15 12 10 22 14:15 82 68 150 02:30 4 4 8 14:30 82 79 161 02:45 2 30 8 32 10 62 14:45 81 303 86 321 167 624 03:00 10 10 20 15:00 97 94 191 03:15 5 5 10 15:15 105 82 187 03:30 5 5 10 15:30 119 87 206 03:45 9 29 5 25 14 54 15:45 122 443 92 355 214 798 04:00 5 9 14 16:00 140 92 232 04:15 1 10 11 16:15 140 76 216 04:30 7 13 20 16:30 130 80 210 04:45 3 16 10 42 13 58 16:45 128 538 74 322 202 860 05:00 6 18 24 17:00 149 547 76 306 225 05:15 7 26 33 17:15 121 528 76 306 197 05:30 16 19 35 17:30 139 537 82 308 221 05:45 17 46 22 85 39 131 17:45 143 552 85 319 228 871 06:00 17 27 44 18:00 145 93 238 06:15 24 34 58 18:15 134 90 224 06:30 30 33 63 18:30 112 81 193 06:45 43 114 49 143 92 257 18:45 90 481 75 339 165 820 07:00 60 54 114 19:00 85 76 161 07:15 36 51 87 19:15 83 66 149 07:30 75 74 149 19:30 79 58 137 07:45 63 234 89 268 152 502 19:45 84 331 57 257 141 588 08:00 59 233 74 288 133 20:00 70 69 139 08:15 69 266 84 321 153 20:15 61 56 117 08:30 55 246 78 325 133 20:30 49 44 93 08:45 64 247 80 316 144 563 20:45 53 233 36 205 89 438 09:00 62 73 135 21:00 48 55 103 09:15 57 80 137 21:15 53 50 103 09:30 59 66 125 21:30 44 34 78 09:45 40 218 61 280 101 498 21:45 42 187 70 209 112 396 10:00 41 57 98 22:00 44 44 88 10:15 57 84 141 22:15 45 51 96 10:30 48 69 117 22:30 43 43 86 10:45 61 207 52 262 113 469 22:45 29 161 35 173 64 334 11:00 61 61 122 23:00 36 39 75 11:15 56 73 129 23:15 34 44 78 11:30 67 73 140 23:30 29 13 42 11:45 59 243 72 279 131 522 23:45 27 126 27 123 54 249 TOTALS 1527 1884 3411 TOTALS 3946 3194 7140 SPLIT % 44.8% 55.2% 32.3% SPLIT % 55.3% 44.7% 67.7% DAILY TOTALS NB SB EB WB Total 5,473 5,078 0 0 10,551 AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 275 0.917 07:45 325 0.913 07:30 587 0.959 PM Peak Hour PM Pk Volume Pk Hr Factor 17:30 561 0.967 15:00 355 0.944 17:30 911 0.957 7- 9 Volume 481 584 1065 4- 6 Volume 1090 641 1731 7- 9 Peak Hour 07:30 07:45 07:30 4- 6 Peak Hour 17:00 16:00 17:00 7-9 Pk Volume 266 325 587 4-6 Pk Volume 552 322 871 Pk Hr Factor 0.887 0.913 0.959 Pk Hr Factor 0.926 0.875 0.955 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave N/O NW 46th St Day: Thursday Date: 2/6/2020 City: Miami Project#: FL20_3049_014 DAILY TOTALS NB 4,110 SB 3,964 EB 0 WB 0 Total 8,074 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 24 24 48 12:00 62 50 112 00:15 22 16 38 12:15 52 46 98 00:30 32 25 57 12:30 63 49 112 00:45 24 102 11 76 35 178 12:45 57 234 51 196 108 430 01:00 20 22 42 13:00 54 45 99 01:15 13 4 17 13:15 57 60 117 01:30 20 10 30 13:30 37 64 101 01:45 17 70 6 42 23 112 13:45 45 193 55 224 100 417 02:00 12 8 20 14:00 47 50 97 02:15 6 10 16 14:15 53 36 89 02:30 13 7 20 14:30 44 56 100 02:45 6 37 3 28 9 65 14:45 72 216 41 183 113 399 03:00 12 1 13 15:00 72 46 118 03:15 8 4 12 15:15 68 50 118 03:30 4 5 9 15:30 97 43 140 03:45 6 30 7 17 13 47 15:45 80 317 55 194 135 511 04:00 5 6 11 16:00 84 57 141 04:15 4 6 10 16:15 98 54 152 04:30 4 9 13 16:30 85 61 146 04:45 3 16 8 29 11 45 16:45 89 356 48 220 137 576 05:00 6 9 15 17:00 107 379 61 224 168 05:15 5 14 19 17:15 107 388 59 229 166 05:30 5 18 23 17:30 106 409 60 228 166 05:45 11 27 27 68 38 95 17:45 97 417 51 231 148 648 06:00 21 15 36 18:00 88 52 140 06:15 11 23 34 18:15 98 62 160 06:30 24 41 65 18:30 79 54 133 06:45 21 77 44 123 65 200 18:45 66 331 46 214 112 545 07:00 30 46 76 19:00 69 53 122 07:15 37 49 86 19:15 55 57 112 07:30 32 60 92 19:30 43 47 90 07:45 43 142 72 227 115 369 19:45 44 211 53 210 97 421 08:00 59 171 63 244 122 20:00 47 42 89 08:15 51 185 77 272 128 20:15 58 43 101 08:30 39 192 86 298 125 20:30 33 37 70 08:45 44 193 116 342 160 535 20:45 51 189 31 153 82 342 09:00 37 110 147 21:00 39 32 71 09:15 37 96 133 21:15 40 50 90 09:30 44 85 129 21:30 38 48 86 09:45 46 164 67 358 113 522 21:45 31 148 42 172 73 320 10:00 42 77 119 22:00 39 30 69 10:15 35 54 89 22:15 34 33 67 10:30 48 50 98 22:30 32 32 64 10:45 41 166 42 223 83 389 22:45 31 136 27 122 58 258 11:00 51 41 92 23:00 36 28 64 11:15 41 51 92 23:15 39 36 75 11:30 48 39 87 23:30 38 35 73 11:45 54 194 54 185 108 379 23:45 31 144 28 127 59 271 TOTALS 1218 1718 2936 TOTALS 2892 2246 5138 SPLIT % 41.5% 58.5% 36.4% SPLIT % 56.3% 43.7% 63.6% DAILY TOTALS NB SB EB WB Total 4,110 3,964 0 0 8,074 AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 231 0.917 08:30 408 0.879 08:45 569 0.889 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 417 0.974 17:00 231 0.947 17:00 648 0.964 7- 9 Volume 335 569 904 4- 6 Volume 773 451 1224 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 193 342 535 4- 6 Pk Volume 417 231 648 Pk Hr Factor 0.818 0.737 0.836 Pk Hr Factor 0.974 0.947 0.964 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave S/O NW 46th St Day: Thursday Date: 2/6/2020 City: Miami Project#: FL20_3049_015 DAILY TOTALS NB 4,490 SB 4,653 EB 0 WB 0 Total 9,143 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 25 27 52 12:00 71 59 130 00:15 29 21 50 12:15 54 52 106 00:30 36 29 65 12:30 72 58 130 00:45 24 114 12 89 36 203 12:45 62 259 52 221 114 480 01:00 18 26 44 13:00 56 49 105 01:15 15 8 23 13:15 59 67 126 01:30 18 11 29 13:30 45 78 123 01:45 19 70 13 58 32 128 13:45 47 207 70 264 117 471 02:00 11 9 20 14:00 56 63 119 02:15 6 9 15 14:15 66 48 114 02:30 17 9 26 14:30 56 64 120 02:45 9 43 3 30 12 73 14:45 74 252 57 232 131 484 03:00 16 2 18 15:00 81 62 143 03:15 11 2 13 15:15 83 65 148 03:30 5 4 9 15:30 91 45 136 03:45 8 40 6 14 14 54 15:45 85 340 61 233 146 573 04:00 7 7 14 16:00 96 71 167 04:15 4 7 11 16:15 106 56 162 04:30 4 9 13 16:30 92 65 157 04:45 4 19 7 30 11 49 16:45 91 385 58 250 149 635 05:00 5 10 15 17:00 114 403 58 237 172 05:15 8 15 23 17:15 117 414 76 257 193 05:30 9 22 31 17:30 113 435 64 256 177 05:45 11 33 28 75 39 108 17:45 98 442 53 251 151 693 06:00 23 16 39 18:00 85 47 132 06:15 13 31 44 18:15 111 70 181 06:30 28 50 78 18:30 88 63 151 06:45 28 92 52 149 80 241 18:45 65 349 40 220 105 569 07:00 36 58 94 19:00 73 56 129 07:15 39 74 113 19:15 52 61 113 07:30 36 100 136 19:30 50 50 100 07:45 43 154 102 334 145 488 19:45 58 233 57 224 115 457 08:00 78 196 86 362 164 20:00 46 58 104 08:15 67 224 90 378 157 20:15 70 40 110 08:30 43 231 108 386 151 20:30 44 37 81 08:45 48 236 139 423 187 659 20:45 48 208 40 175 88 383 09:00 42 129 171 21:00 38 37 75 09:15 37 114 151 21:15 40 55 95 09:30 51 107 158 21:30 33 64 97 09:45 43 173 88 438 131 611 21:45 32 143 44 200 76 343 10:00 50 83 133 22:00 37 30 67 10:15 43 75 118 22:15 45 36 81 10:30 52 60 112 22:30 26 35 61 10:45 46 191 51 269 97 460 22:45 36 144 24 125 60 269 11:00 57 50 107 23:00 38 35 73 11:15 48 60 108 23:15 41 39 80 11:30 50 44 94 23:30 35 37 72 11:45 62 217 55 209 117 426 23:45 32 146 29 140 61 286 TOTALS 1382 2118 3500 TOTALS 3108 2535 5643 SPLIT % 39.5% 60.5% 38.3% SPLIT % 55.1% 44.9% 61.7% DAILY TOTALS NB SB EB WB Total 4,490 4,653 0 0 9,143 AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 259 0.899 08:30 490 0.881 08:45 667 0.892 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 442 0.944 13:15 278 0.891 17:00 693 0.898 7- 9 Volume 390 757 1147 4- 6 Volume 827 501 1328 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 16:30 17:00 7-9 Pk Volume 236 423 659 4- 6 Pk Volume 442 257 693 Pk Hr Factor 0.756 0.761 0.881 Pk Hr Factor 0.944 0.845 0.898 Prepared by National Data & Surveying Services VOLUME N Miami Ave N/O NE 75th St Day: Thursday Date: 2/6/2020 City: Miami Project#: FL20_3049_016 DAILY TOTALS 1NB 0,824 10, SB s 0 WB 0 Total 21,789 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 24 52 76 12:00 106 110 216 00:15 27 49 76 12:15 111 101 212 00:30 20 40 60 12:30 124 110 234 00:45 15 86 29 170 44 256 12:45 122 463 140 461 262 924 01:00 23 28 51 13:00 100 165 265 01:15 16 33 49 13:15 104 182 286 01:30 15 20 35 13:30 123 154 277 01:45 11 65 19 100 30 165 13:45 127 454 146 647 273 1101 02:00 10 17 27 14:00 120 152 272 02:15 9 14 23 14:15 133 186 319 02:30 12 19 31 14:30 144 193 337 02:45 7 38 9 59 16 97 14:45 138 535 199 730 337 1265 03:00 9 9 18 15:00 111 214 325 03:15 13 9 22 15:15 124 250 374 03:30 11 22 33 15:30 106 265 371 03:45 9 42 15 55 24 97 15:45 118 459 342 1071 460 1530 04:00 11 8 19 16:00 156 296 452 04:15 14 9 23 16:15 125 309 434 04:30 18 19 37 16:30 116 253 369 04:45 21 64 16 52 37 116 16:45 148 545 285 1143 433 1688 05:00 28 15 43 17:00 108 497 250 1097 358 05:15 34 15 49 17:15 128 500 236 1024 364 05:30 56 18 74 17:30 121 505 249 1020 370 05:45 61 179 31 79 92 258 17:45 111 468 226 961 337 1429 06:00 66 24 90 18:00 134 227 361 06:15 70 33 103 18:15 116 249 365 06:30 152 45 197 18:30 105 252 357 06:45 175 463 50 152 225 615 18:45 124 479 231 959 355 1438 07:00 245 64 309 19:00 103 207 310 07:15 331 109 440 19:15 97 228 325 07:30 359 106 465 19:30 90 186 276 07:45 348 1283 125 404 473 1687 19:45 93 383 157 778 250 1161 08:00 396 1434 127 467 523 20:00 71 115 186 08:15 365 1468 143 501 508 20:15 79 108 187 08:30 375 1484 116 511 491 20:30 53 109 162 08:45 361 1497 107 493 468 1990 20:45 63 266 86 418 149 684 09:00 334 100 434 21:00 75 116 191 09:15 365 110 475 21:15 58 100 158 09:30 300 88 388 21:30 62 82 144 09:45 280 1279 87 385 367 1664 21:45 65 260 86 384 151 644 10:00 203 107 310 22:00 47 77 124 10:15 159 112 271 22:15 59 86 145 10:30 174 109 283 22:30 56 74 130 10:45 125 661 113 441 238 1102 22:45 63 225 65 302 128 527 11:00 109 111 220 23:00 55 55 110 11:15 123 130 253 23:15 38 61 99 11:30 109 98 207 23:30 45 68 113 11:45 107 448 129 468 236 916 23:45 44 182 69 253 113 435 TOTALS 6105 2858 8963 TOTALS 4719 8107 12826 SPLIT% 68.1% 31.9% 41.1% SPLIT% 36.8% 63.2% 58.9% DAILY TOTALS NB SB EB WB Total 10,824 10,965 0 0 21,789 AM Peak Hour AM Pk Volume Pk Hr Factor 08:00 1497 0.945 07:45 511 0.893 07:45 1995 0.954 PM Peak Hour PM Pk Volume Pk Hr Factor 16:00 545 0.873 15:30 1212 0.886 15:30 1717 0.933 7- 9 Volume 2780 897 3677 4- 6 Volume 1013 2104 3117 7- 9 Peak Hour 08:00 07:45 07:45 4- 6 Peak Hour 16:00 16:00 16:00 7-9 Pk Volume 1497 511 1995 4- 6 Pk Volume 545 1143 1688 Pk Hr Factor 0.945 0.893 0.954 Pk Hr Factor 0.873 0.925 0.934 Prepared by National Data & Surveying Services VOLUME N Miami Ave N/O NW 64th St Day: Thursday Date: 2/13/2020 City: Miami Project#: FL20_3049_017 DAILY TOTALS NB 152 10,590BWB EB 0 0 23,142 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 57 25 82 12:00 105 102 207 00:15 62 23 85 12:15 114 91 205 00:30 44 22 66 12:30 141 112 253 00:45 41 204 21 91 62 295 12:45 111 471 118 423 229 894 01:00 26 16 42 13:00 144 102 246 01:15 25 21 46 13:15 118 120 238 01:30 26 19 45 13:30 114 111 225 01:45 25 102 16 72 41 174 13:45 136 512 107 440 243 952 02:00 17 15 32 14:00 129 124 253 02:15 23 8 31 14:15 233 151 384 02:30 12 4 16 14:30 252 159 411 02:45 15 67 2 29 17 96 14:45 375 989 140 574 515 1563 03:00 13 5 18 15:00 319 148 467 03:15 8 8 16 15:15 357 127 484 03:30 12 9 21 15:30 389 106 495 03:45 9 42 8 30 17 72 15:45 401 1466 118 499 519 1965 04:00 10 15 25 16:00 347 112 459 04:15 13 13 26 16:15 381 129 510 04:30 17 25 42 16:30 340 114 454 04:45 13 53 26 79 39 132 16:45 329 1397 101 456 430 1853 05:00 20 28 48 17:00 366 1416 112 456 478 05:15 19 25 44 17:15 344 1379 122 449 466 05:30 22 36 58 17:30 379 1418 117 452 496 05:45 27 88 46 135 73 223 17:45 362 1451 102 453 464 1904 06:00 32 43 75 18:00 333 121 454 06:15 16 79 95 18:15 301 102 403 06:30 33 123 156 18:30 297 108 405 06:45 54 135 160 405 214 540 18:45 318 1249 105 436 423 1685 07:00 63 243 306 19:00 279 124 403 07:15 83 266 349 19:15 218 82 300 07:30 94 403 497 19:30 190 96 286 07:45 109 349 373 1285 482 1634 19:45 158 845 81 383 239 1228 08:00 143 429 395 1437 538 20:00 136 79 215 08:15 113 459 346 1517 459 20:15 118 73 191 08:30 118 483 393 1507 511 20:30 81 62 143 08:45 99 473 373 1507 472 1980 20:45 94 429 71 285 165 714 09:00 77 240 317 21:00 87 65 152 09:15 97 345 442 21:15 99 57 156 09:30 87 310 397 21:30 132 70 202 09:45 91 352 269 1164 360 1516 21:45 114 432 69 261 183 693 10:00 100 317 417 22:00 120 63 183 10:15 88 124 212 22:15 99 63 162 10:30 90 134 224 22:30 88 76 164 10:45 85 363 112 687 197 1050 22:45 75 382 69 271 144 653 11:00 105 134 239 23:00 79 49 128 11:15 91 107 198 23:15 84 47 131 11:30 83 124 207 23:30 90 38 128 11:45 104 383 98 463 202 846 23:45 65 318 28 162 93 480 TOTALS 2611 5947 8558 TOTALS 9941 4643 14584 SPLIT % 30.5% 69.5% 37.0% SPLIT % 68.2% 31.8% 63.0% DAILY TOTALS NB SB EB WB Total 12,552 10,590 0 0 23,142 AM Peak Hour 07:45 07:30 07:45 PM Peak Hour 15:30 14:15 15:30 AM Pk Volume 483 1517 1990 PM Pk Volume 1518 598 1983 Pk Hr Factor 0.844 0.941 0.925 Pk Hr Factor 0.946 0.940 0.955 7- 9 Volume 822 2792 3614 4- 6 Volume 2848 909 3757 7- 9 Peak Hour 07:45 07:30 07:45 4- 6 Peak Hour 17:00 16:00 17:00 7-9 Pk Volume 483 1517 1990 4- 6 Pk Volume 1451 456 1904 Pk Hr Factor 0.844 0.941 0.925 Pk Hr Factor 0.957 0.884 0.960 Prepared by National Data & Surveying Services VOLUME N Miami Ave S/O NE 59th St Day: Thursday Date: 2/13/2020 City: Miami Project#: FL20_3049_018 DAILY TOTALS N 1Bs 10,658BWB EB 0 0 22,033 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 51 32 83 12:00 93 108 201 00:15 57 38 95 12:15 114 92 206 00:30 53 36 89 12:30 125 91 216 00:45 41 202 28 134 69 336 12:45 78 410 119 410 197 820 01:00 22 33 55 13:00 133 116 249 01:15 26 30 56 13:15 86 103 189 01:30 26 28 54 13:30 98 120 218 01:45 23 97 19 110 42 207 13:45 103 420 101 440 204 860 02:00 16 19 35 14:00 113 139 252 02:15 22 10 32 14:15 179 110 289 02:30 12 8 20 14:30 266 143 409 02:45 16 66 5 42 21 108 14:45 309 867 132 524 441 1391 03:00 11 10 21 15:00 280 148 428 03:15 11 18 29 15:15 327 143 470 03:30 15 13 28 15:30 340 119 459 03:45 8 45 10 51 18 96 15:45 332 1279 136 546 468 1825 04:00 11 19 30 16:00 356 92 448 04:15 10 15 25 16:15 348 126 474 04:30 18 18 36 16:30 304 96 400 04:45 10 49 25 77 35 126 16:45 295 1303 116 430 411 1733 05:00 24 25 49 17:00 340 1287 99 437 439 05:15 14 32 46 17:15 352 1291 126 437 478 05:30 22 38 60 17:30 323 1310 98 439 421 05:45 20 80 56 151 76 231 17:45 331 1346 94 417 425 1763 06:00 22 65 87 18:00 306 112 418 06:15 18 80 98 18:15 255 110 365 06:30 32 139 171 18:30 227 89 316 06:45 54 126 154 438 208 564 18:45 238 1026 95 406 333 1432 07:00 57 204 261 19:00 226 131 357 07:15 83 263 346 19:15 179 75 254 07:30 97 337 434 19:30 168 86 254 07:45 133 370 381 1185 514 1555 19:45 133 706 79 371 212 1077 08:00 141 454 340 1321 481 20:00 134 91 225 08:15 95 466 331 1389 426 20:15 107 74 181 08:30 108 477 355 1407 463 20:30 82 66 148 08:45 83 427 407 1433 490 1860 20:45 99 422 62 293 161 715 09:00 70 250 320 21:00 79 66 145 09:15 85 360 445 21:15 107 88 195 09:30 68 273 341 21:30 140 75 215 09:45 76 299 315 1198 391 1497 21:45 102 428 82 311 184 739 10:00 80 261 341 22:00 124 78 202 10:15 79 175 254 22:15 96 78 174 10:30 79 130 209 22:30 96 88 184 10:45 84 322 126 692 210 1014 22:45 76 392 85 329 161 721 11:00 98 137 235 23:00 92 67 159 11:15 81 107 188 23:15 74 63 137 11:30 79 119 198 23:30 94 40 134 11:45 104 362 101 464 205 826 23:45 71 331 36 206 107 537 TOTALS 2445 5975 8420 TOTALS 8930 4683 13613 SPLIT % 29.0% 71.0% 38.2% SPLIT % 65.6% 34.4% 61.8% DAILY TOTALS NB SB EB WB Total 11,375 10,658 0 0 22,033 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 477 0.846 08:00 1433 0.880 07:45 1884 0.916 PM Peak Hour PM Pk Volume Pk Hr Factor 15:30 1376 0.966 14:30 566 0.956 15:30 1849 0.975 7- 9 Volume 797 2618 3415 4- 6 Volume 2649 847 3496 7- 9 Peak Hour 07:45 08:00 07:45 4- 6 Peak Hour 17:00 16:45 17:00 7-9 Pk Volume 477 1433 1884 4- 6 Pk Volume 1346 439 1763 Pk Hr Factor 0.846 0.880 0.916 Pk Hr Factor 0.956 0.871 0.922 Prepared by National Data & Surveying Services VOLUME N Miami Ave N/O NE 46th St Day: Thursday Date: 2/6/2020 City: Miami Project#: FL20_3049_019 DAILY TOTALS NB 8,660 SB 8,571 EB 0 WB 0 Total 17,231 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 56 29 85 12:00 76 93 169 00:15 42 25 67 12:15 81 96 177 00:30 33 18 51 12:30 85 92 177 00:45 29 160 26 98 55 258 12:45 103 345 84 365 187 710 01:00 28 17 45 13:00 93 76 169 01:15 23 15 38 13:15 112 76 188 01:30 21 10 31 13:30 97 79 176 01:45 16 88 23 65 39 153 13:45 95 397 108 339 203 736 02:00 10 10 20 14:00 119 83 202 02:15 15 8 23 14:15 139 108 247 02:30 19 12 31 14:30 96 111 207 02:45 13 57 12 42 25 99 14:45 124 478 106 408 230 886 03:00 15 9 24 15:00 155 90 245 03:15 11 6 17 15:15 177 99 276 03:30 11 5 16 15:30 183 89 272 03:45 7 44 11 31 18 75 15:45 187 702 100 378 287 1080 04:00 9 7 16 16:00 198 117 315 04:15 6 11 17 16:15 225 98 323 04:30 12 20 32 16:30 248 96 344 04:45 18 45 23 61 41 106 16:45 241 912 107 418 348 1330 05:00 11 17 28 17:00 266 980 98 399 364 05:15 14 23 37 17:15 270 1025 96 397 366 05:30 19 44 63 17:30 253 1030 84 385 337 05:45 21 65 42 126 63 191 17:45 247 1036 101 379 348 1415 06:00 20 48 68 18:00 240 71 311 06:15 32 85 117 18:15 220 82 302 06:30 30 121 151 18:30 189 83 272 06:45 34 116 127 381 161 497 18:45 159 808 55 291 214 1099 07:00 56 137 193 19:00 153 57 210 07:15 54 234 288 19:15 135 63 198 07:30 76 265 341 19:30 119 48 167 07:45 97 283 272 908 369 1191 19:45 109 516 68 236 177 752 08:00 129 356 311 1082 440 20:00 106 67 173 08:15 92 394 305 1153 397 20:15 89 55 144 08:30 81 399 309 1197 390 20:30 90 52 142 08:45 92 394 286 1211 378 1605 20:45 85 370 39 213 124 583 09:00 77 249 326 21:00 95 78 173 09:15 76 355 431 21:15 82 70 152 09:30 84 298 382 21:30 100 63 163 09:45 83 320 198 1100 281 1420 21:45 84 361 61 272 145 633 10:00 84 172 256 22:00 75 50 125 10:15 69 134 203 22:15 60 48 108 10:30 70 130 200 22:30 73 50 123 10:45 76 299 97 533 173 832 22:45 68 276 55 203 123 479 11:00 90 97 187 23:00 61 40 101 11:15 81 78 159 23:15 65 47 112 11:30 82 95 177 23:30 75 45 120 11:45 79 332 77 347 156 679 23:45 55 256 34 166 89 422 TOTALS 2203 4903 7106 TOTALS 6457 3668 10125 SPLIT % 31.0% 69.0% 41.2% SPLIT % 63.8% 36.2% 58.8% DAILY TOTALS NB SB EB WB Total 8,660 8,571 0 0 17,231 AM Peak Hour 07:45 08:00 08:00 PM Peak Hour 17:00 16:00 16:30 AM Pk Volume 399 1211 1605 PM Pk Volume 1036 418 1422 Pk Hr Factor 0.773 0.973 0.912 Pk Hr Factor 0.959 0.893 0.971 7- 9 Volume 677 2119 2796 4- 6 Volume 1948 797 2745 7- 9 Peak Hour 07:45 08:00 08:00 4- 6 Peak Hour 17:00 16:00 16:30 7-9 Pk Volume 399 1211 1605 4- 6 Pk Volume 1036 418 1422 Pk Hr Factor 0.773 0.973 0.912 Pk Hr Factor 0.959 0.893 0.971 Prepared by National Data & Surveying Services VOLUME N Miami Ave S/O NE 46th St Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_020 DAILY TOTALS NB 8,609 SB 8,827 EB 0 WB 0 Total 17,436 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 60 28 88 12:00 74 95 169 00:15 43 25 68 12:15 85 93 178 00:30 36 18 54 12:30 80 98 178 00:45 29 168 25 96 54 264 12:45 105 344 86 372 191 716 01:00 26 17 43 13:00 97 80 177 01:15 24 15 39 13:15 108 75 183 01:30 21 19 40 13:30 102 83 185 01:45 15 86 22 73 37 159 13:45 90 397 105 343 195 740 02:00 21 10 31 14:00 121 90 211 02:15 15 12 27 14:15 134 113 247 02:30 21 11 32 14:30 101 113 214 02:45 14 71 16 49 30 120 14:45 122 478 123 439 245 917 03:00 15 10 25 15:00 165 93 258 03:15 11 7 18 15:15 164 96 260 03:30 10 7 17 15:30 192 90 282 03:45 5 41 11 35 16 76 15:45 183 704 105 384 288 1088 04:00 8 8 16 16:00 182 112 294 04:15 7 11 18 16:15 226 106 332 04:30 12 24 36 16:30 234 89 323 04:45 19 46 23 66 42 112 16:45 241 883 108 415 349 1298 05:00 12 18 30 17:00 264 965 93 396 357 05:15 14 24 38 17:15 259 998 100 390 359 05:30 15 43 58 17:30 244 1008 86 387 330 05:45 20 61 43 128 63 189 17:45 247 1014 99 378 346 1392 06:00 22 51 73 18:00 232 76 308 06:15 34 96 130 18:15 207 78 285 06:30 31 130 161 18:30 180 91 271 06:45 34 121 130 407 164 528 18:45 167 786 59 304 226 1090 07:00 56 144 200 19:00 156 60 216 07:15 52 236 288 19:15 142 67 209 07:30 71 260 331 19:30 125 54 179 07:45 96 275 284 924 380 1199 19:45 115 538 69 250 184 788 08:00 123 342 314 1094 437 20:00 115 65 180 08:15 82 372 304 1162 386 20:15 89 55 144 08:30 81 382 320 1222 401 20:30 93 54 147 08:45 86 372 283 1221 369 1593 20:45 93 390 39 213 132 603 09:00 74 268 342 21:00 96 84 180 09:15 65 361 426 21:15 85 73 158 09:30 83 307 390 21:30 98 65 163 09:45 84 306 204 1140 288 1446 21:45 88 367 66 288 154 655 10:00 83 177 260 22:00 80 55 135 10:15 68 142 210 22:15 56 52 108 10:30 75 135 210 22:30 75 50 125 10:45 76 302 98 552 174 854 22:45 65 276 57 214 122 490 11:00 93 97 190 23:00 61 39 100 11:15 75 83 158 23:15 63 49 112 11:30 81 102 183 23:30 78 45 123 11:45 77 326 85 367 162 693 23:45 55 257 36 169 91 426 TOTALS 2175 5058 7233 TOTALS 6434 3769 10203 SPLIT % 30.1% 69.9% 41.5% SPLIT % 63.1% 36.9% 58.5% DAILY TOTALS NB SB EB WB Total 8,609 8,827 0 0 17,436 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 382 0.776 08:30 1232 0.853 07:45 1604 0.918 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 1014 0.960 14:15 442 0.898 16:45 1395 0.971 7- 9 Volume 647 2145 2792 4- 6 Volume 1897 793 2690 7- 9 Peak Hour 07:45 07:45 07:45 4- 6 Peak Hour 17:00 16:00 16:45 7-9 Pk Volume 382 1222 1604 4- 6 Pk Volume 1014 415 1395 Pk Hr Factor 0.776 0.955 0.918 Pk Hr Factor 0.960 0.926 0.971 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave N/O NE 75th St Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_021 DAILY TOTALS NB 7,105 SB 6,881 EB 0 WB 0 Total 13,986 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 31 8 39 12:00 97 83 180 00:15 27 8 35 12:15 98 95 193 00:30 29 10 39 12:30 104 102 206 00:45 19 106 9 35 28 141 12:45 92 391 88 368 180 759 01:00 17 5 22 13:00 83 97 180 01:15 14 4 18 13:15 102 91 193 01:30 14 9 23 13:30 89 97 186 01:45 10 55 8 26 18 81 13:45 99 373 95 380 194 753 02:00 12 8 20 14:00 104 95 199 02:15 6 9 15 14:15 98 91 189 02:30 10 13 23 14:30 115 88 203 02:45 4 32 2 32 6 64 14:45 138 455 104 378 242 833 03:00 6 3 9 15:00 111 105 216 03:15 1 6 7 15:15 133 112 245 03:30 4 4 8 15:30 159 115 274 03:45 9 20 13 26 22 46 15:45 184 587 108 440 292 1027 04:00 6 10 16 16:00 158 101 259 04:15 13 14 27 16:15 162 93 255 04:30 10 14 24 16:30 210 99 309 04:45 14 43 13 51 27 94 16:45 162 692 104 397 266 1089 05:00 12 17 29 17:00 180 714 91 387 271 05:15 11 14 25 17:15 187 739 85 379 272 05:30 14 34 48 17:30 219 748 98 378 317 05:45 10 47 39 104 49 151 17:45 201 787 83 357 284 1144 06:00 28 47 75 18:00 166 85 251 06:15 15 58 73 18:15 197 92 289 06:30 31 91 122 18:30 167 73 240 06:45 28 102 115 311 143 413 18:45 111 641 80 330 191 971 07:00 45 128 173 19:00 118 81 199 07:15 59 158 217 19:15 95 83 178 07:30 63 176 239 19:30 91 67 158 07:45 61 228 202 664 263 892 19:45 74 378 50 281 124 659 08:00 83 266 187 723 270 20:00 95 55 150 08:15 81 288 191 756 272 20:15 71 38 109 08:30 86 311 177 757 263 20:30 69 53 122 08:45 84 334 166 721 250 1055 20:45 66 301 37 183 103 484 09:00 68 161 229 21:00 58 44 102 09:15 84 163 247 21:15 64 41 105 09:30 83 148 231 21:30 49 36 85 09:45 54 289 127 599 181 888 21:45 41 212 41 162 82 374 10:00 75 106 181 22:00 56 45 101 10:15 83 113 196 22:15 53 38 91 10:30 70 94 164 22:30 48 51 99 10:45 91 319 100 413 191 732 22:45 37 194 30 164 67 358 11:00 70 103 173 23:00 44 27 71 11:15 91 81 172 23:15 46 26 72 11:30 85 84 169 23:30 53 24 77 11:45 95 341 95 363 190 704 23:45 35 178 19 96 54 274 TOTALS 1916 3345 5261 TOTALS 5189 3536 8725 SPLIT % 36.4% 63.6% 37.6% SPLIT % 59.5% 40.5% 62.4% DAILY TOTALS NB SB EB WB Total 7,105 6,881 0 0 13,986 AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 394 0.947 07:45 757 0.937 07:45 1068 0.982 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 787 0.898 15:00 440 0.957 17:00 1144 0.902 7- 9 Volume 562 1385 1947 4- 6 Volume 1479 754 2233 7- 9 Peak Hour 08:00 07:45 07:45 4- 6 Peak Hour 17:00 16:00 17:00 7-9 Pk Volume 334 757 1068 4- 6 Pk Volume 787 397 1144 Pk Hr Factor 0.971 0.937 0.982 Pk Hr Factor 0.898 0.954 0.902 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave N/O NE 64th St Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_022 DAILY TOTALS NB 8,951 SB 7,870 EB WB Total 16,821 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 46 13 59 12:00 143 116 259 00:15 29 12 41 12:15 111 104 215 00:30 37 14 51 12:30 113 112 225 00:45 23 135 10 49 33 184 12:45 124 491 100 432 224 923 01:00 21 10 31 13:00 131 115 246 01:15 15 6 21 13:15 119 111 230 01:30 17 8 25 13:30 119 116 235 01:45 15 68 10 34 25 102 13:45 122 491 120 462 242 953 02:00 17 11 28 14:00 118 117 235 02:15 10 10 20 14:15 142 102 244 02:30 14 10 24 14:30 144 112 256 02:45 5 46 2 33 7 79 14:45 162 566 111 442 273 1008 03:00 7 5 12 15:00 164 116 280 03:15 6 8 14 15:15 172 115 287 03:30 14 6 20 15:30 180 122 302 03:45 6 33 11 30 17 63 15:45 202 718 115 468 317 1186 04:00 5 8 13 16:00 198 111 309 04:15 12 10 22 16:15 205 104 309 04:30 6 9 15 16:30 240 117 357 04:45 14 37 15 42 29 79 16:45 234 877 118 450 352 1327 05:00 16 19 35 17:00 242 921 136 475 378 05:15 22 17 39 17:15 238 954 105 476 343 05:30 19 33 52 17:30 285 999 114 473 399 05:45 19 76 41 110 60 186 17:45 265 1030 102 457 367 1487 06:00 31 41 72 18:00 212 124 336 06:15 22 51 73 18:15 235 106 341 06:30 36 92 128 18:30 184 100 284 06:45 45 134 121 305 166 439 18:45 125 756 84 414 209 1170 07:00 64 134 198 19:00 134 88 222 07:15 75 165 240 19:15 104 93 197 07:30 84 207 291 19:30 98 78 176 07:45 98 321 241 747 339 1068 19:45 92 428 55 314 147 742 08:00 116 373 216 829 332 20:00 99 67 166 08:15 107 405 241 905 348 20:15 93 37 130 08:30 114 435 201 899 315 20:30 70 54 124 08:45 142 479 213 871 355 1350 20:45 68 330 41 199 109 529 09:00 110 201 311 21:00 66 45 111 09:15 134 184 318 21:15 64 60 124 09:30 103 156 259 21:30 57 52 109 09:45 90 437 139 680 229 1117 21:45 55 242 45 202 100 444 10:00 105 104 209 22:00 64 34 98 10:15 95 132 227 22:15 64 42 106 10:30 89 101 190 22:30 56 53 109 10:45 102 391 112 449 214 840 22:45 47 231 29 158 76 389 11:00 95 105 200 23:00 50 29 79 11:15 107 100 207 23:15 50 29 79 11:30 112 117 229 23:30 65 20 85 11:45 116 430 102 424 218 854 23:45 39 204 20 98 59 302 TOTALS 2587 3774 6361 TOTALS 6364 4096 10460 SPLIT % 40.7% 59.3% 37.8% SPLIT % 60.8% 39.2% 62.2% DAILY TOTALS NB SB EB WB Total 8,951 7,870 0 0 16,821 AM Peak Hour 08:30 07:30 08:00 PM Peak Hour 17:00 16:30 17:00 AM Pk Volume 500 905 1350 PM Pk Volume 1030 476 1487 Pk Hr Factor 0.880 0.939 0.951 Pk Hr Factor 0.904 0.875 0.932 7- 9 Volume 800 1618 2418 4- 6 Volume 1907 907 2814 7 - 9 Peak Hour 08:00 07:30 08:00 4 - 6 Peak Hour 17:00 16:30 17:00 7-9 Pk Volume 479 905 1350 4- 6 Pk Volume 1030 476 1487 Pk Hr Factor 0.843 0.939 0.951 Pk Hr Factor 0.904 0.875 0.932 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave S/O NE 59th St Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_023 DAILY TOTALS NB 7,820 SB 8,067 EB WB Total 15,887 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 60 23 83 12:00 107 99 206 00:15 34 20 54 12:15 114 87 201 00:30 39 17 56 12:30 105 103 208 00:45 29 162 16 76 45 238 12:45 106 432 107 396 213 828 01:00 20 17 37 13:00 114 105 219 01:15 16 8 24 13:15 106 122 228 01:30 20 16 36 13:30 109 98 207 01:45 16 72 11 52 27 124 13:45 100 429 115 440 215 869 02:00 17 11 28 14:00 104 98 202 02:15 10 13 23 14:15 108 94 202 02:30 9 15 24 14:30 116 122 238 02:45 5 41 6 45 11 86 14:45 141 469 104 418 245 887 03:00 3 6 9 15:00 141 114 255 03:15 4 7 11 15:15 107 121 228 03:30 8 10 18 15:30 167 114 281 03:45 1 16 11 34 12 50 15:45 158 573 125 474 283 1047 04:00 5 8 13 16:00 170 106 276 04:15 11 9 20 16:15 191 105 296 04:30 9 10 19 16:30 194 107 301 04:45 12 37 25 52 37 89 16:45 197 752 121 439 318 1191 05:00 11 18 29 17:00 206 788 128 461 334 05:15 15 18 33 17:15 216 813 116 472 332 05:30 10 35 45 17:30 242 861 124 489 366 05:45 11 47 44 115 55 162 17:45 222 886 117 485 339 1371 06:00 26 49 75 18:00 208 119 327 06:15 26 58 84 18:15 202 96 298 06:30 25 95 120 18:30 166 107 273 06:45 38 115 111 313 149 428 18:45 113 689 87 409 200 1098 07:00 51 139 190 19:00 126 90 216 07:15 72 167 239 19:15 103 88 191 07:30 70 217 287 19:30 92 90 182 07:45 74 267 212 735 286 1002 19:45 102 423 75 343 177 766 08:00 92 308 224 820 316 20:00 107 69 176 08:15 77 313 223 876 300 20:15 95 50 145 08:30 72 315 223 882 295 20:30 76 65 141 08:45 86 327 198 868 284 1195 20:45 70 348 44 228 114 576 09:00 73 188 261 21:00 67 60 127 09:15 94 191 285 21:15 58 72 130 09:30 94 156 250 21:30 51 57 108 09:45 58 319 131 666 189 985 21:45 58 234 57 246 115 480 10:00 78 111 189 22:00 65 47 112 10:15 76 128 204 22:15 70 56 126 10:30 71 109 180 22:30 67 65 132 10:45 85 310 123 471 208 781 22:45 55 257 45 213 100 470 11:00 86 93 179 23:00 62 36 98 11:15 96 92 188 23:15 59 45 104 11:30 79 112 191 23:30 89 40 129 11:45 94 355 101 398 195 753 23:45 50 260 30 151 80 411 TOTALS 2068 3825 5893 TOTALS 5752 4242 9994 SPLIT % 35.1% 64.9% 37.1% SPLIT % 57.6% 42.4% 62.9% DAILY TOTALS NB SB EB WB Total 7,820 8,067 0 0 15,887 AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 420 0.921 07:45 882 0.984 07:45 1197 0.947 PM Peak Hour PM Pk Volume Pk Hr Factor 17:15 888 0.917 16:45 489 0.955 17:00 1371 0.936 7- 9 Volume 594 1603 2197 4- 6 Volume 1638 924 2562 7- 9 Peak Hour 08:00 07:45 07:45 4- 6 Peak Hour 17:00 16:45 17:00 7-9 Pk Volume 327 882 1197 4- 6 Pk Volume 886 489 1371 Pk Hr Factor 0.889 0.984 0.947 Pk Hr Factor 0.915 0.955 0.936 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave S/O NE 51st St Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_034 DAILY TOTALS NB 6,887 SB 6,848 EB 0 WB 0 Total 13,735 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 60 19 79 12:00 70 95 165 00:15 34 16 50 12:15 78 76 154 00:30 33 12 45 12:30 89 91 180 00:45 17 144 8 55 25 199 12:45 95 332 90 352 185 684 01:00 19 14 33 13:00 99 100 199 01:15 20 8 28 13:15 78 102 180 01:30 14 10 24 13:30 74 87 161 01:45 12 65 7 39 19 104 13:45 77 328 107 396 184 724 02:00 12 11 23 14:00 74 106 180 02:15 5 10 15 14:15 102 101 203 02:30 7 19 26 14:30 90 109 199 02:45 10 34 9 49 19 83 14:45 95 361 101 417 196 778 03:00 4 4 8 15:00 108 113 221 03:15 3 8 11 15:15 119 108 227 03:30 5 8 13 15:30 141 114 255 03:45 5 17 10 30 15 47 15:45 146 514 101 436 247 950 04:00 3 8 11 16:00 149 112 261 04:15 5 8 13 16:15 139 82 221 04:30 4 14 18 16:30 136 93 229 04:45 14 26 13 43 27 69 16:45 176 600 107 394 283 994 05:00 9 18 27 17:00 207 658 112 394 319 05:15 3 11 14 17:15 199 718 102 414 301 05:30 9 26 35 17:30 209 791 111 432 320 05:45 12 33 39 94 51 127 17:45 211 826 106 431 317 1257 06:00 14 31 45 18:00 237 99 336 06:15 18 42 60 18:15 163 90 253 06:30 30 62 92 18:30 148 86 234 06:45 41 103 69 204 110 307 18:45 69 617 88 363 157 980 07:00 59 105 164 19:00 87 69 156 07:15 76 109 185 19:15 91 72 163 07:30 86 161 247 19:30 87 89 176 07:45 69 290 197 572 266 862 19:45 84 349 70 300 154 649 08:00 97 328 169 636 266 20:00 110 77 187 08:15 113 365 188 715 301 20:15 74 51 125 08:30 84 363 146 700 230 20:30 69 53 122 08:45 100 394 161 664 261 1058 20:45 77 330 52 233 129 563 09:00 76 167 243 21:00 74 51 125 09:15 83 137 220 21:15 42 57 99 09:30 81 122 203 21:30 49 48 97 09:45 60 300 123 549 183 849 21:45 57 222 41 197 98 419 10:00 62 89 151 22:00 56 47 103 10:15 49 103 152 22:15 60 39 99 10:30 66 79 145 22:30 67 52 119 10:45 71 248 84 355 155 603 22:45 50 233 34 172 84 405 11:00 74 87 161 23:00 61 39 100 11:15 72 95 167 23:15 55 42 97 11:30 94 86 180 23:30 53 34 87 11:45 72 312 92 360 164 672 23:45 40 209 28 143 68 352 TOTALS 1966 3014 4980 TOTALS 4921 3834 8755 SPLIT % 39.5% 60.5% 36.3% SPLIT % 56.2% 43.8% 63.7% DAILY TOTALS NB SB EB WB Total 6,887 6,848 0 0 13,735 AM Peak Hour 08:00 07:30 07:30 PM Peak Hour 17:15 14:45 17:15 AM Pk Volume 394 715 1080 PM Pk Volume 856 436 1274 Pk Hr Factor 0.872 0.907 0.897 Pk Hr Factor 0.903 0.956 0.948 7- 9 Volume 684 1236 1920 4- 6 Volume 1426 825 2251 7- 9 Peak Hour 08:00 07:30 07:30 4- 6 Peak Hour 17:00 16:45 17:00 7-9 Pk Volume 394 715 1080 4- 6 Pk Volume 826 432 1257 Pk Hr Factor 0.872 0.907 0.897 Pk Hr Factor 0.979 0.964 0.982 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave S/O NE 46th St Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_024 DAILY TOTALS NB 5,376 SB 6,473 EB 0 WB 0 Total 11,849 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 41 20 61 12:00 70 81 151 00:15 33 17 50 12:15 77 85 162 00:30 24 15 39 12:30 71 90 161 00:45 18 116 11 63 29 179 12:45 85 303 102 358 187 661 01:00 14 16 30 13:00 74 71 145 01:15 13 9 22 13:15 79 89 168 01:30 14 12 26 13:30 68 90 158 01:45 10 51 7 44 17 95 13:45 71 292 75 325 146 617 02:00 7 9 16 14:00 54 83 137 02:15 5 4 9 14:15 68 76 144 02:30 10 6 16 14:30 83 100 183 02:45 7 29 5 24 12 53 14:45 72 277 101 360 173 637 03:00 8 6 14 15:00 96 82 178 03:15 11 3 14 15:15 105 92 197 03:30 4 4 8 15:30 113 91 204 03:45 4 27 8 21 12 48 15:45 106 420 94 359 200 779 04:00 7 5 12 16:00 107 99 206 04:15 6 5 11 16:15 124 79 203 04:30 3 10 13 16:30 92 81 173 04:45 5 21 14 34 19 55 16:45 120 443 89 348 209 791 05:00 7 11 18 17:00 138 474 95 344 233 05:15 9 16 25 17:15 122 472 98 363 220 05:30 7 21 28 17:30 168 548 97 379 265 05:45 11 34 36 84 47 118 17:45 113 541 82 372 195 913 06:00 10 29 39 18:00 134 84 218 06:15 14 35 49 18:15 118 94 212 06:30 21 73 94 18:30 104 102 206 06:45 29 74 69 206 98 280 18:45 92 448 76 356 168 804 07:00 39 70 109 19:00 91 71 162 07:15 37 148 185 19:15 88 71 159 07:30 65 149 214 19:30 74 72 146 07:45 63 204 207 574 270 778 19:45 73 326 79 293 152 619 08:00 49 214 153 657 202 20:00 76 53 129 08:15 48 225 157 666 205 20:15 64 50 114 08:30 57 217 156 673 213 20:30 65 47 112 08:45 69 223 173 639 242 862 20:45 48 253 59 209 107 462 09:00 55 154 209 21:00 69 68 137 09:15 50 124 174 21:15 56 63 119 09:30 40 138 178 21:30 58 41 99 09:45 56 201 136 552 192 753 21:45 52 235 56 228 108 463 10:00 57 88 145 22:00 61 46 107 10:15 56 103 159 22:15 41 46 87 10:30 38 86 124 22:30 59 49 108 10:45 57 208 60 337 117 545 22:45 48 209 47 188 95 397 11:00 58 89 147 23:00 45 46 91 11:15 56 73 129 23:15 61 37 98 11:30 58 85 143 23:30 47 43 90 11:45 68 240 96 343 164 583 23:45 48 201 30 156 78 357 TOTALS 1428 2921 4349 TOTALS 3948 3552 7500 SPLIT % 32.8% 67.2% 36.7% SPLIT % 52.6% 47.4% 63.3% DAILY TOTALS NB SB EB WB Total 5,376 6,473 0 0 11,849 AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 286 0.929 07:45 673 0.813 07:30 891 0.825 PM Peak Hour PM Pk Volume Pk Hr Factor 16:45 548 0.815 16:45 379 0.967 16:45 927 0.875 7- 9 Volume 427 1213 1640 4- 6 Volume 984 720 1704 7- 9 Peak Hour 07:30 07:45 07:30 4- 6 Peak Hour 16:45 16:45 16:45 7-9 Pk Volume 225 673 891 4-6 Pk Volume 548 379 927 Pk Hr Factor 0.865 0.813 0.825 Pk Hr Factor 0.815 0.967 0.875 Prepared by National Data & Surveying Services VOLUME NE 4th Ct S/O NE 67th St Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_035 DAILY TOTALS NB 4,798 SB 3,181 EB WB Total 7,979 0 0 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 16 4 20 12:00 48 34 82 00:15 15 6 21 12:15 48 42 90 00:30 12 3 15 12:30 53 39 92 00:45 4 47 2 15 6 62 12:45 47 196 43 158 90 354 01:00 5 0 5 13:00 44 38 82 01:15 9 3 12 13:15 54 45 99 01:30 3 5 8 13:30 56 28 84 01:45 3 20 3 11 6 31 13:45 74 228 39 150 113 378 02:00 4 0 4 14:00 61 38 99 02:15 11 1 12 14:15 83 37 120 02:30 4 3 7 14:30 83 32 115 02:45 0 19 1 5 1 24 14:45 67 294 44 151 111 445 03:00 2 2 4 15:00 86 46 132 03:15 3 4 7 15:15 90 30 120 03:30 5 0 5 15:30 126 34 160 03:45 3 13 2 8 5 21 15:45 102 404 36 146 138 550 04:00 4 1 5 16:00 125 41 166 04:15 1 1 2 16:15 150 48 198 04:30 5 4 9 16:30 161 43 204 04:45 7 17 1 7 8 24 16:45 139 575 35 167 174 742 05:00 1 4 5 17:00 154 604 65 191 219 05:15 3 3 6 17:15 157 611 52 195 209 05:30 2 11 13 17:30 185 635 43 195 228 05:45 3 9 14 32 17 41 17:45 144 640 61 221 205 861 06:00 11 17 28 18:00 136 59 195 06:15 12 19 31 18:15 153 54 207 06:30 17 15 32 18:30 102 50 152 06:45 12 52 53 104 65 156 18:45 100 491 27 190 127 681 07:00 23 63 86 19:00 92 27 119 07:15 38 85 123 19:15 84 35 119 07:30 45 113 158 19:30 77 35 112 07:45 78 184 118 379 196 563 19:45 47 300 20 117 67 417 08:00 67 228 116 432 183 20:00 37 22 59 08:15 88 278 121 468 209 20:15 56 27 83 08:30 66 299 99 454 165 20:30 37 23 60 08:45 47 268 106 442 153 710 20:45 32 162 15 87 47 249 09:00 57 90 147 21:00 51 18 69 09:15 46 73 119 21:15 24 17 41 09:30 43 64 107 21:30 31 25 56 09:45 41 187 61 288 102 475 21:45 18 124 18 78 36 202 10:00 42 44 86 22:00 20 15 35 10:15 71 41 112 22:15 28 14 42 10:30 42 42 84 22:30 24 11 35 10:45 36 191 41 168 77 359 22:45 28 100 21 61 49 161 11:00 50 37 87 23:00 26 19 45 11:15 41 48 89 23:15 19 14 33 11:30 54 23 77 23:30 23 8 31 11:45 45 190 38 146 83 336 23:45 19 87 9 50 28 137 TOTALS 1197 1605 2802 TOTALS 3601 1576 5177 SPLIT % 42.7% 57.3% 35.1% SPLIT % 69.6% 30.4% 64.9% DAILY TOTALS NB SB EB WB Total 4,798 3,181 0 0 7,979 AM Peak Hour 07:45 07:30 07:45 PM Peak Hour 17:00 17:45 17:00 AM Pk Volume 299 468 753 PM Pk Volume 640 224 861 Pk Hr Factor 0.849 0.967 0.901 Pk Hr Factor 0.865 0.918 0.944 7- 9 Volume 452 821 1273 4- 6 Volume 1215 388 1603 7- 9 Peak Hour 07:45 07:30 07:45 4- 6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 299 468 753 4- 6 Pk Volume 640 221 861 Pk Hr Factor 0.849 0.967 0.901 Pk Hr Factor 0.865 0.850 0.944 Prepared by National Data & Surveying Services VOLUME NE 4th Ct S/O NE 59th St Day: Thursday Date: 2/13/2020 City: Miami Project #: FL20_3049_025 DAILY TOTALS NB 3,110 SB 4,607 EB 0 WB 0 Total 7,717 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 7 12 19 12:00 38 44 82 00:15 4 16 20 12:15 43 47 90 00:30 4 11 15 12:30 42 51 93 00:45 2 17 11 50 13 67 12:45 28 151 59 201 87 352 01:00 1 6 7 13:00 30 54 84 01:15 2 8 10 13:15 32 54 86 01:30 3 9 12 13:30 25 66 91 01:45 1 7 6 29 7 36 13:45 38 125 45 219 83 344 02:00 2 8 10 14:00 35 53 88 02:15 3 5 8 14:15 31 51 82 02:30 3 3 6 14:30 30 71 101 02:45 3 11 3 19 6 30 14:45 38 134 83 258 121 392 03:00 0 0 0 15:00 45 151 196 03:15 1 4 5 15:15 39 167 206 03:30 3 4 7 15:30 35 155 190 03:45 2 6 0 8 2 14 15:45 27 146 133 606 160 752 04:00 1 2 3 16:00 50 126 176 04:15 2 1 3 16:15 43 143 186 04:30 2 4 6 16:30 42 108 150 04:45 3 8 3 10 6 18 16:45 29 164 102 479 131 643 05:00 2 4 6 17:00 49 163 162 515 211 05:15 4 5 9 17:15 48 168 150 522 198 05:30 4 2 6 17:30 45 171 136 550 181 05:45 13 23 3 14 16 37 17:45 44 186 137 585 181 771 06:00 14 5 19 18:00 43 142 185 06:15 17 6 23 18:15 41 109 150 06:30 22 11 33 18:30 55 141 196 06:45 46 99 13 35 59 134 18:45 40 179 98 490 138 669 07:00 57 24 81 19:00 40 93 133 07:15 56 25 81 19:15 38 90 128 07:30 97 37 134 19:30 27 68 95 07:45 92 302 52 138 144 440 19:45 25 130 75 326 100 456 08:00 120 365 54 168 174 20:00 34 57 91 08:15 133 442 48 191 181 20:15 31 51 82 08:30 100 445 38 192 138 20:30 26 41 67 08:45 102 455 44 184 146 639 20:45 29 120 46 195 75 315 09:00 83 32 115 21:00 27 34 61 09:15 88 34 122 21:15 18 43 61 09:30 65 25 90 21:30 27 37 64 09:45 62 298 51 142 113 440 21:45 27 99 42 156 69 255 10:00 52 37 89 22:00 30 34 64 10:15 51 33 84 22:15 10 27 37 10:30 38 28 66 22:30 19 20 39 10:45 40 181 42 140 82 321 22:45 25 84 21 102 46 186 11:00 36 31 67 23:00 10 32 42 11:15 32 22 54 23:15 12 33 45 11:30 36 23 59 23:30 8 25 33 11:45 40 144 36 112 76 256 23:45 11 41 19 109 30 150 TOTALS 1551 881 2432 TOTALS 1559 3726 5285 SPLIT % 63.8% 36.2% 31.5% SPLIT % 29.5% 70.5% 68.5% DAILY TOTALS NB SB EB WB Total 3,110 4,607 0 0 7,717 AM Peak Hour 08:00 07:45 08:00 PM Peak Hour 17:00 15:00 17:00 AM Pk Volume 455 192 639 PM Pk Volume 186 606 771 Pk Hr Factor 0.855 0.889 0.883 Pk Hr Factor 0.949 0.907 0.914 7- 9 Volume 757 322 1079 4- 6 Volume 350 1064 1414 7- 9 Peak Hour 08:00 07:45 08:00 4- 6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 455 192 639 4-6 Pk Volume 186 585 771 Pk Hr Factor 0.855 0.889 0.883 Pk Hr Factor 0.949 0.903 0.914 Prepared by National Data & Surveying Services VOLUME Federal Hwy N/O NE 46th St Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_026 DAILY TOTALS NB 5,328 SB 4,751 EB 0 WB 0 Total 10,079 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 17 7 24 12:00 75 48 123 00:15 17 10 27 12:15 89 74 163 00:30 16 5 21 12:30 78 54 132 00:45 12 62 8 30 20 92 12:45 80 322 54 230 134 552 01:00 6 1 7 13:00 78 60 138 01:15 11 4 15 13:15 75 65 140 01:30 3 8 11 13:30 74 65 139 01:45 7 27 2 15 9 42 13:45 87 314 62 252 149 566 02:00 6 2 8 14:00 82 70 152 02:15 9 1 10 14:15 98 61 159 02:30 3 3 6 14:30 83 62 145 02:45 0 18 2 8 2 26 14:45 89 352 71 264 160 616 03:00 1 1 2 15:00 92 53 145 03:15 2 1 3 15:15 110 59 169 03:30 3 1 4 15:30 89 57 146 03:45 4 10 2 5 6 15 15:45 84 375 67 236 151 611 04:00 5 6 11 16:00 127 51 178 04:15 2 2 4 16:15 123 43 166 04:30 4 0 4 16:30 112 59 171 04:45 5 16 4 12 9 28 16:45 122 484 60 213 182 697 05:00 3 3 6 17:00 138 495 60 222 198 05:15 4 4 8 17:15 120 492 74 253 194 05:30 2 10 12 17:30 122 502 87 281 209 05:45 12 21 9 26 21 47 17:45 93 473 65 286 158 759 06:00 10 13 23 18:00 127 81 208 06:15 15 23 38 18:15 129 55 184 06:30 15 39 54 18:30 86 62 148 06:45 18 58 48 123 66 181 18:45 77 419 47 245 124 664 07:00 36 60 96 19:00 104 50 154 07:15 43 112 155 19:15 80 47 127 07:30 62 150 212 19:30 60 34 94 07:45 57 198 153 475 210 673 19:45 54 298 37 168 91 466 08:00 67 229 149 564 216 20:00 71 38 109 08:15 79 265 147 599 226 20:15 60 54 114 08:30 75 278 152 601 227 20:30 48 26 74 08:45 78 299 204 652 282 951 20:45 50 229 31 149 81 378 09:00 95 169 264 21:00 58 27 85 09:15 74 129 203 21:15 47 27 74 09:30 76 107 183 21:30 45 28 73 09:45 75 320 105 510 180 830 21:45 41 191 22 104 63 295 10:00 63 97 160 22:00 50 16 66 10:15 59 71 130 22:15 45 22 67 10:30 41 87 128 22:30 47 21 68 10:45 51 214 70 325 121 539 22:45 46 188 17 76 63 264 11:00 70 76 146 23:00 40 23 63 11:15 80 64 144 23:15 38 20 58 11:30 74 61 135 23:30 39 19 58 11:45 69 293 72 273 141 566 23:45 30 147 12 74 42 221 TOTALS 1536 2454 3990 TOTALS 3792 2297 6089 SPLIT % 38.5% 61.5% 39.6% SPLIT % 62.3% 37.7% 60.4% DAILY TOTALS NB SB EB WB Total 5,328 4,751 0 0 10,079 AM Peak Hour AM Pk Volume Pk Hr Factor 08:15 327 0.861 08:15 672 0.824 08:15 999 0.886 PM Peak Hour PM Pk Volume Pk Hr Factor 16:45 502 0.909 17:15 307 0.882 16:45 783 0.937 7- 9 Volume 497 1127 1624 4- 6 Volume 957 499 1456 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 16:45 17:00 16:45 7-9 Pk Volume 299 652 951 4- 6 Pk Volume 502 286 783 Pk Hr Factor 0.946 0.799 0.843 Pk Hr Factor 0.909 0.822 0.937 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 N/O NE 79th St Day: Thursday Date: 2/6/2020 City: Miami Project #: FL20_3049_036 DAILY TOTALS NB 19,033 SB 20,052 EB 0 WB 0 Total 39,085 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 173 69 242 12:00 253 273 526 00:15 137 50 187 12:15 253 271 524 00:30 123 65 188 12:30 249 255 504 00:45 108 541 47 231 155 772 12:45 250 1005 297 1096 547 2101 01:00 70 50 120 13:00 250 244 494 01:15 70 35 105 13:15 324 251 575 01:30 79 35 114 13:30 272 286 558 01:45 59 278 29 149 88 427 13:45 277 1123 284 1065 561 2188 02:00 58 27 85 14:00 264 237 501 02:15 39 16 55 14:15 320 291 611 02:30 46 26 72 14:30 289 257 546 02:45 45 188 14 83 59 271 14:45 326 1199 247 1032 573 2231 03:00 37 27 64 15:00 286 243 529 03:15 35 24 59 15:15 299 260 559 03:30 29 34 63 15:30 302 274 576 03:45 27 128 20 105 47 233 15:45 317 1204 259 1036 576 2240 04:00 18 30 48 16:00 329 263 592 04:15 32 33 65 16:15 289 257 546 04:30 42 36 78 16:30 280 286 566 04:45 26 118 44 143 70 261 16:45 295 1193 242 1048 537 2241 05:00 39 63 102 17:00 289 1153 305 1090 594 05:15 39 74 113 17:15 277 1141 252 1085 529 05:30 57 111 168 17:30 247 1108 300 1099 547 05:45 59 194 125 373 184 567 17:45 301 1114 290 1147 591 2261 06:00 76 158 234 18:00 306 253 559 06:15 97 237 334 18:15 313 279 592 06:30 117 351 468 18:30 297 290 587 06:45 139 429 372 1118 511 1547 18:45 306 1222 292 1114 598 2336 07:00 165 355 520 19:00 263 261 524 07:15 207 377 584 19:15 261 274 535 07:30 271 407 678 19:30 255 254 509 07:45 239 882 374 1513 613 2395 19:45 269 1048 206 995 475 2043 08:00 235 952 399 1557 634 20:00 278 231 509 08:15 242 987 372 1552 614 20:15 240 230 470 08:30 220 936 396 1541 616 20:30 210 215 425 08:45 245 942 388 1555 633 2497 20:45 225 953 179 855 404 1808 09:00 221 395 616 21:00 217 210 427 09:15 215 364 579 21:15 209 188 397 09:30 203 351 554 21:30 190 169 359 09:45 212 851 338 1448 550 2299 21:45 194 810 171 738 365 1548 10:00 225 329 554 22:00 231 166 397 10:15 236 282 518 22:15 228 157 385 10:30 230 274 504 22:30 217 161 378 10:45 217 908 265 1150 482 2058 22:45 214 890 155 639 369 1529 11:00 236 277 513 23:00 199 119 318 11:15 267 234 501 23:15 200 125 325 11:30 260 234 494 23:30 218 98 316 11:45 241 1004 240 985 481 1989 23:45 192 809 92 434 284 1243 TOTALS 6463 8853 15316 TOTALS 12570 11199 23769 SPLIT % 42.2% 57.8% 39.2% SPLIT % 52.9% 47.1% 60.8% DAILY TOTALS NB SB EB WB Total 19,033 20,052 0 0 39,085 AM Peak Hour 11:15 07:15 07:30 PM Peak Hour 15:15 17:00 18:00 AM Pk Volume 1021 1557 2539 PM Pk Volume 1247 1147 2336 Pk Hr Factor 0.956 0.956 0.936 Pk Hr Factor 0.948 0.940 0.977 7- 9 Volume 1824 3068 4892 4- 6 Volume 2307 2195 4502 7- 9 Peak Hour 07:30 07:15 07:30 4- 6 Peak Hour 16:00 17:00 17:00 7-9 Pk Volume 987 1557 2539 4- 6 Pk Volume 1193 1147 2261 Pk Hr Factor 0.911 0.956 0.936 Pk Hr Factor 0.907 0.940 0.952 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 N/O NE 71st St Day: Tuesday Date: 2/11/2020 City: Miami Project #: FL20_3049_037 DAILY TOTALS NB 18,062 SB 21,627 EB 0 WB 0 Total 39,689 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 110 58 168 12:00 252 265 517 00:15 86 62 148 12:15 227 281 508 00:30 79 51 130 12:30 251 279 530 00:45 67 342 54 225 121 567 12:45 237 967 298 1123 535 2090 01:00 45 38 83 13:00 251 272 523 01:15 58 37 95 13:15 278 281 559 01:30 51 41 92 13:30 266 254 520 01:45 36 190 38 154 74 344 13:45 238 1033 317 1124 555 2157 02:00 19 19 38 14:00 242 297 539 02:15 29 21 50 14:15 242 314 556 02:30 25 22 47 14:30 272 304 576 02:45 29 102 29 91 58 193 14:45 297 1053 307 1222 604 2275 03:00 36 29 65 15:00 291 289 580 03:15 25 27 52 15:15 339 319 658 03:30 25 29 54 15:30 325 308 633 03:45 18 104 17 102 35 206 15:45 327 1282 311 1227 638 2509 04:00 22 26 48 16:00 318 319 637 04:15 18 47 65 16:15 268 293 561 04:30 24 37 61 16:30 301 301 602 04:45 18 82 45 155 63 237 16:45 269 1156 308 1221 577 2377 05:00 19 48 67 17:00 256 1094 287 1189 543 05:15 38 79 117 17:15 316 1142 291 1187 607 05:30 39 111 150 17:30 302 1143 289 1175 591 05:45 58 154 122 360 180 514 17:45 291 1165 278 1145 569 2310 06:00 62 186 248 18:00 299 304 603 06:15 78 259 337 18:15 256 277 533 06:30 100 367 467 18:30 244 286 530 06:45 91 331 468 1280 559 1611 18:45 275 1074 286 1153 561 2227 07:00 139 433 572 19:00 254 307 561 07:15 199 461 660 19:15 268 308 576 07:30 231 479 710 19:30 269 231 500 07:45 272 841 439 1812 711 2653 19:45 275 1066 213 1059 488 2125 08:00 280 982 377 1756 657 20:00 230 235 465 08:15 244 1027 378 1673 622 20:15 225 194 419 08:30 274 1070 411 1605 685 20:30 230 230 460 08:45 249 1047 424 1590 673 2637 20:45 196 881 223 882 419 1763 09:00 215 404 619 21:00 173 190 363 09:15 229 383 612 21:15 275 190 465 09:30 198 354 552 21:30 229 177 406 09:45 209 851 359 1500 568 2351 21:45 228 905 158 715 386 1620 10:00 212 380 592 22:00 225 145 370 10:15 203 338 541 22:15 223 162 385 10:30 227 296 523 22:30 252 149 401 10:45 206 848 312 1326 518 2174 22:45 193 893 133 589 326 1482 11:00 238 247 485 23:00 178 124 302 11:15 223 303 526 23:15 232 122 354 11:30 224 277 501 23:30 184 112 296 11:45 248 933 282 1109 530 2042 23:45 168 762 105 463 273 1225 TOTALS 5825 9704 15529 TOTALS 12237 11923 24160 SPLIT% 37.5% 62.5% 39.1% SPLIT% 50.6% 49.4% 60.9% DAILY TOTALS NB SB EB WB Total 18,062 21,627 0 0 39,689 AM Peak Hour 07:45 06:45 07:15 PM Peak Hour 15:15 15:15 15:15 AM Pk Volume 1070 1841 2738 PM Pk Volume 1309 1257 2566 Pk Hr Factor 0.955 0.961 0.963 Pk Hr Factor 0.965 0.985 0.975 7- 9 Volume 1888 3402 5290 4- 6 Volume 2321 2366 4687 7- 9 Peak Hour 07:45 07:00 07:15 4- 6 Peak Hour 17:00 16:00 16:00 7-9 Pk Volume 1070 1812 2738 4- 6 Pk Volume 1165 1221 2377 Pk Hr Factor 0.955 0.946 0.963 Pk Hr Factor 0.922 0.957 0.933 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 S/O NE 59th St Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_038 DAILY TOTALS NB 18,514 SB 21,117 EB 0 WB 0 Total 39,631 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 159 70 229 12:00 234 243 477 00:15 113 64 177 12:15 215 294 509 00:30 93 63 156 12:30 227 252 479 00:45 76 441 50 247 126 688 12:45 227 903 256 1045 483 1948 01:00 68 53 121 13:00 211 246 457 01:15 73 46 119 13:15 245 305 550 01:30 51 42 93 13:30 221 335 556 01:45 39 231 36 177 75 408 13:45 249 926 349 1235 598 2161 02:00 39 36 75 14:00 238 283 521 02:15 37 34 71 14:15 296 298 594 02:30 45 30 75 14:30 307 272 579 02:45 26 147 37 137 63 284 14:45 298 1139 277 1130 575 2269 03:00 33 31 64 15:00 321 263 584 03:15 33 26 59 15:15 316 316 632 03:30 29 25 54 15:30 306 286 592 03:45 33 128 25 107 58 235 15:45 318 1261 312 1177 630 2438 04:00 35 28 63 16:00 333 307 640 04:15 25 50 75 16:15 314 268 582 04:30 25 44 69 16:30 319 292 611 04:45 35 120 52 174 87 294 16:45 326 1292 282 1149 608 2441 05:00 23 77 100 17:00 375 1334 273 1115 648 05:15 38 89 127 17:15 342 1362 304 1151 646 05:30 45 95 140 17:30 342 1385 303 1162 645 05:45 44 150 142 403 186 553 17:45 341 1400 264 1144 605 2544 06:00 79 155 234 18:00 339 290 629 06:15 79 244 323 18:15 317 274 591 06:30 95 402 497 18:30 344 273 617 06:45 129 382 397 1198 526 1580 18:45 284 1284 290 1127 574 2411 07:00 137 454 591 19:00 285 255 540 07:15 212 451 663 19:15 273 235 508 07:30 249 442 691 19:30 231 256 487 07:45 267 865 417 1764 684 2629 19:45 267 1056 202 948 469 2004 08:00 257 985 352 1662 609 20:00 214 216 430 08:15 212 985 442 1653 654 20:15 212 207 419 08:30 229 965 453 1664 682 20:30 195 177 372 08:45 200 898 437 1684 637 2582 20:45 206 827 201 801 407 1628 09:00 195 380 575 21:00 182 183 365 09:15 193 403 596 21:15 207 168 375 09:30 230 359 589 21:30 202 154 356 09:45 201 819 327 1469 528 2288 21:45 230 821 154 659 384 1480 10:00 204 316 520 22:00 226 157 383 10:15 198 314 512 22:15 235 169 404 10:30 220 297 517 22:30 184 170 354 10:45 217 839 261 1188 478 2027 22:45 194 839 143 639 337 1478 11:00 238 272 510 23:00 202 135 337 11:15 213 257 470 23:15 254 120 374 11:30 231 274 505 23:30 209 91 300 11:45 233 915 289 1092 522 2007 23:45 166 831 77 423 243 1254 TOTALS 5935 9640 15575 TOTALS 12579 11477 24056 SPLIT% 38.1% 61.9% 39.3% SPLIT% 52.3% 47.7% 60.7% DAILY TOTALS NB SB EB WB Total 18,514 21,117 0 0 39,631 AM Peak Hour 07:15 07:00 07:15 PM Peak Hour 17:00 13:15 16:45 AM Pk Volume 985 1764 2647 PM Pk Volume 1400 1272 2547 Pk Hr Factor 0.922 0.971 0.958 Pk Hr Factor 0.933 0.911 0.983 7- 9 Volume 1763 3448 5211 4- 6 Volume 2692 2293 4985 7- 9 Peak Hour 07:15 07:00 07:15 4- 6 Peak Hour 17:00 16:45 16:45 7-9 Pk Volume 985 1764 2647 4- 6 Pk Volume 1400 1162 2547 Pk Hr Factor 0.922 0.971 0.958 Pk Hr Factor 0.933 0.956 0.983 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 S/O NE 54th St Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_039 DAILY TOTALS NB 17,472 SB 19,883 EB 0 WB 0 Total 37,355 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 191 77 268 12:00 210 204 414 00:15 134 62 196 12:15 197 270 467 00:30 125 66 191 12:30 208 212 420 00:45 91 541 47 252 138 793 12:45 194 809 245 931 439 1740 01:00 83 50 133 13:00 196 229 425 01:15 81 44 125 13:15 224 300 524 01:30 70 45 115 13:30 187 277 464 01:45 50 284 36 175 86 459 13:45 246 853 294 1100 540 1953 02:00 47 30 77 14:00 219 283 502 02:15 42 37 79 14:15 256 264 520 02:30 47 30 77 14:30 304 292 596 02:45 33 169 38 135 71 304 14:45 270 1049 252 1091 522 2140 03:00 32 29 61 15:00 274 227 501 03:15 37 24 61 15:15 293 289 582 03:30 35 31 66 15:30 291 277 568 03:45 32 136 21 105 53 241 15:45 317 1175 266 1059 583 2234 04:00 38 33 71 16:00 305 283 588 04:15 34 55 89 16:15 313 255 568 04:30 30 50 80 16:30 277 279 556 04:45 32 134 62 200 94 334 16:45 323 1218 261 1078 584 2296 05:00 28 84 112 17:00 359 1272 246 1041 605 05:15 42 99 141 17:15 329 1288 256 1042 585 05:30 45 105 150 17:30 357 1368 263 1026 620 05:45 42 157 136 424 178 581 17:45 316 1361 296 1061 612 2422 06:00 76 169 245 18:00 332 253 585 06:15 64 243 307 18:15 290 255 545 06:30 87 395 482 18:30 331 254 585 06:45 107 334 410 1217 517 1551 18:45 266 1219 265 1027 531 2246 07:00 132 425 557 19:00 275 231 506 07:15 186 437 623 19:15 249 225 474 07:30 209 441 650 19:30 211 223 434 07:45 208 735 395 1698 603 2433 19:45 239 974 214 893 453 1867 08:00 194 797 358 1631 552 20:00 194 202 396 08:15 167 778 404 1598 571 20:15 193 198 391 08:30 169 738 443 1600 612 20:30 155 169 324 08:45 169 699 372 1577 541 2276 20:45 194 736 164 733 358 1469 09:00 163 379 542 21:00 156 180 336 09:15 170 330 500 21:15 195 159 354 09:30 190 324 514 21:30 200 155 355 09:45 182 705 326 1359 508 2064 21:45 218 769 152 646 370 1415 10:00 186 274 460 22:00 235 166 401 10:15 173 296 469 22:15 248 178 426 10:30 188 257 445 22:30 192 176 368 10:45 210 757 255 1082 465 1839 22:45 199 874 153 673 352 1547 11:00 215 235 450 23:00 222 132 354 11:15 200 243 443 23:15 273 103 376 11:30 213 226 439 23:30 244 90 334 11:45 217 845 270 974 487 1819 23:45 200 939 68 393 268 1332 TOTALS 5496 9198 14694 TOTALS 11976 10685 22661 SPLIT% 37.4% 62.6% 39.3% SPLIT% 52.8% 47.2% 60.7% DAILY TOTALS NB SB EB WB Total 17,472 19,883 0 0 37,355 AM Peak Hour 11:00 06:45 07:00 PM Peak Hour 16:45 13:15 17:00 AM Pk Volume 845 1713 2433 PM Pk Volume 1368 1154 2422 Pk Hr Factor 0.974 0.971 0.936 Pk Hr Factor 0.953 0.962 0.977 7- 9 Volume 1434 3275 4709 4- 6 Volume 2579 2139 4718 7- 9 Peak Hour 07:15 07:00 07:00 4- 6 Peak Hour 16:45 16:00 17:00 7-9 Pk Volume 797 1698 2433 4- 6 Pk Volume 1368 1078 2422 Pk Hr Factor 0.953 0.963 0.936 Pk Hr Factor 0.953 0.952 0.977 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 S/O NE 46th St Day: Tuesday Date: 2/4/2020 City: Miami Project #: FL20_3049_027 DAILY TOTALS NB 19,296 SB 21,315 EB 0 WB 0 Total 40,611 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 201 78 279 12:00 240 268 508 00:15 136 71 207 12:15 226 274 500 00:30 116 61 177 12:30 244 271 515 00:45 93 546 54 264 147 810 12:45 219 929 273 1086 492 2015 01:00 82 45 127 13:00 232 277 509 01:15 76 48 124 13:15 271 305 576 01:30 69 45 114 13:30 234 300 534 01:45 50 277 34 172 84 449 13:45 270 1007 336 1218 606 2225 02:00 42 34 76 14:00 275 305 580 02:15 40 39 79 14:15 276 305 581 02:30 49 26 75 14:30 336 311 647 02:45 25 156 42 141 67 297 14:45 302 1189 286 1207 588 2396 03:00 35 36 71 15:00 297 262 559 03:15 36 27 63 15:15 323 309 632 03:30 35 31 66 15:30 343 309 652 03:45 34 140 23 117 57 257 15:45 350 1313 273 1153 623 2466 04:00 38 30 68 16:00 332 314 646 04:15 32 50 82 16:15 334 289 623 04:30 30 56 86 16:30 308 286 594 04:45 30 130 59 195 89 325 16:45 349 1323 258 1147 607 2470 05:00 29 82 111 17:00 379 1370 300 1133 679 05:15 43 107 150 17:15 351 1387 295 1139 646 05:30 47 107 154 17:30 384 1463 284 1137 668 05:45 42 161 147 443 189 604 17:45 376 1490 279 1158 655 2648 06:00 86 177 263 18:00 384 294 678 06:15 72 233 305 18:15 350 301 651 06:30 94 404 498 18:30 358 267 625 06:45 127 379 428 1242 555 1621 18:45 315 1407 294 1156 609 2563 07:00 152 468 620 19:00 285 258 543 07:15 216 473 689 19:15 285 244 529 07:30 202 482 684 19:30 241 250 491 07:45 224 794 422 1845 646 2639 19:45 257 1068 237 989 494 2057 08:00 210 852 372 1749 582 20:00 204 210 414 08:15 195 831 408 1684 603 20:15 211 208 419 08:30 195 824 429 1631 624 20:30 167 198 365 08:45 197 797 381 1590 578 2387 20:45 203 785 178 794 381 1579 09:00 214 334 548 21:00 169 190 359 09:15 193 369 562 21:15 204 168 372 09:30 222 340 562 21:30 210 159 369 09:45 218 847 346 1389 564 2236 21:45 234 817 156 673 390 1490 10:00 214 293 507 22:00 241 154 395 10:15 210 312 522 22:15 236 176 412 10:30 219 317 536 22:30 212 180 392 10:45 278 921 271 1193 549 2114 22:45 196 885 149 659 345 1544 11:00 242 265 507 23:00 231 132 363 11:15 244 275 519 23:15 286 112 398 11:30 234 274 508 23:30 250 85 335 11:45 255 975 267 1081 522 2056 23:45 193 960 74 403 267 1363 TOTALS 6123 9672 15795 TOTALS 13173 11643 24816 SPLIT % 38.8% 61.2% 38.9% SPLIT % 53.1% 46.9% 61.1% DAILY TOTALS NB SB EB WB Total 19,296 21,315 0 0 40,611 AM Peak Hour 10:45 06:45 07:00 PM Peak Hour 17:15 13:45 17:30 AM Pk Volume 998 1851 2639 PM Pk Volume 1495 1257 2652 Pk Hr Factor 0.897 0.960 0.958 Pk Hr Factor 0.973 0.935 0.978 7- 9 Volume 1591 3435 5026 4- 6 Volume 2813 2305 5118 7- 9 Peak Hour 07:15 07:00 07:00 4- 6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 852 1845 2639 4- 6 Pk Volume 1490 1158 2648 Pk Hr Factor 0.951 0.957 0.958 Pk Hr Factor 0.970 0.965 0.975 Peak Season Category Report 2018 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: COUNTY CATEGORY: 8700 MIAMI-DADE NORTH WEEK DATES SF MOCF: 0.98 PSCF 1 01/01/2018 - 2 01/07/2018 - 3 01/14/2018 - 4 01/21/2018 - 5 01/28/2018 - 01/06/2018 01/13/2018 01/20/2018 01/27/2018 02/03/2018 1.03 1.03 1.04 1.02 1.01 1.05 1.05 1.06 1.04 1.03 k 6 k k 8 02/04/2018 - 02/11/2018 - 02/18/2018 - 02/10/2018 02/17/2018 02/24/2018 0.99 0.98 0.98 1.01 1.00 1.00 * 9 *10 *11 *12 *13 *14 *15 *16 *17 *18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 02/25/2018 03/04/2018 03/11/2018 03/18/2018 03/25/2018 04/01/2018 04/08/2013 04/15/2018 04/22/2018 04/29/2018 05/06/2018 05/13/2018 05/20/2018 05/27/2018 06/03/2018 06/10/2018 06/17/2018 06/24/2018 07/01/2013 07/08/2018 07/15/2018 07/22/2018 07/29/2018 08/05/2013 08/12/2018 08/19/2018 08/26/2018 09/02/2018 09/09/2018 09/16/2018 09/23/2013 09/30/2018 10/07/2018 10/14/2018 10/21/2018 10/28/2013 11/04/2018 11/11/2018 11/18/2018 11/25/2018 12/02/2018 12/09/2018 12/16/2013 12/23/2018 12/30/2018 * PEAK SEASON - 03/03/2018 - 03/10/2018 - 03/17/2018 - 03/24/2018 - 03/31/2018 - 04/07/2018 - 04/14/2018 - 04/21/2018 - 04/28/2018 - 05/05/2018 - 05/12/2018 - 05/19/2018 - 05/26/2018 - 06/02/2018 - 06/09/2018 - 06/16/2018 - 06/23/2018 - 06/30/2018 - 07/07/2018 - 07/14/2018 - 07/21/2018 - 07/28/2018 - 08/04/2018 - 08/11/2018 - 08/18/2018 - 08/25/2018 - 09/01/2018 - 09/08/2018 - 09/15/2018 - 09/22/2018 - 09/29/2018 - 10/06/2018 - 10/13/2018 - 10/20/2018 - 10/27/2018 - 11/03/2018 - 11/10/2018 - 11/17/2018 - 11/24/2018 - 12/01/2018 - 12/08/2018 - 12/15/2018 - 12/22/2018 - 12/29/2018 - 12/31/2018 0.98 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.98 0.99 1.00 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.02 1.01 1.01 1.00 1.00 1.00 1.01 1.01 1.00 1.00 1.00 0.99 0.99 1.00 1.00 1.01 1.01 1.02 1.02 1.02 1.03 1.03 1.03 1.04 1.00 0.99 0.99 0.99 0.99 0.99 0.99 0.99 1.00 1.01 1.02 1.03 1.03 1.03 1.03 1.03 1.03 1.04 1.04 1.04 1.04 1.04 1.03 1.03 1.02 1.02 1.02 1.03 1.03 1.02 1.02 1.02 1.01 1.01 1.02 1.02 1.03 1.03 1.04 1.04 1.04 1.05 1.05 1.05 1.06 28-FEB-2019 15:24:23 830UPD 6 8700 PKSEASON.TXT Appendix B Programmed Roadway Improvements Project Name: 40-B30630A Z 131h S1 NE s,t:, St rn rrnn m a z NW 771h S1 rn NW 76th ti t a cr. ua NE 75th St z Indurrrial NE 741h'S1 SNP_=Inc 73rd SC z rn m z 3 ' nnir NE72r1d6t Falk 7 F pI t - NW 71.st S1 a NE 7151 St NVJ 741k St NE Nth SC d fitW 69th SC NE F,91h St 5i NW Ii8th Ter NE 6SlI, Ter Z NW 6Et11 St NE 681h St z 4 z r1 NE 65th St z rn z m NE 7711) SI iFW NE pith S:I NE7511151 w z NF 71!Iv SI z NE 73rti 51 NE 72 d Ter NE72ndSI 1 NE 701h St • , Palm Bays 'NE 6SIhS1 NE 671th St NE 660 St L C,1MetrI I m•�rl.-�l Fark. im NE 64th St Legion Frr_ m Miami -Dade County, Esri, HERE, Garmin, TNCREM... 40-B30630ANE 71 Street from NE 4 Court to Biscayne Boulevard Provide new paving, grading and drainage system such as pavement reconstruction, milling and resurfacing, concrete sidewalk, curbs, driveway, drainage system. Utility Coordination along the NE 71 Street and NE 5 Avenue, requiring a very special atention NE 71 Street from NE 4 CT to Biscayne Blvd and NE 5th Avenue from NE 70th ST to NE 72nd ST. Project District 5 Project Type Roadways and Right of Way Phase 03- Design Status Active This web application is a digital/electronic representation of the City of Miami's Capital Improvements Program (CIP). The Application also provides information and data layers such as Commission Districts, neighborhood boundaries, and environmental information that are to be used as reference only. Information displayed in this Application may not reflect the latest changes or modifications to existing CIP projects at the time it is viewed. Please contact the Capital Improvements and Transportation Department at 305-416-1280 if you have any questions regarding this Application of specific projects. Project Name: 40-B50906 NW 72ncd 5t i 71�tS1 Nyyl 67lh 9t z ,3Im it Foreml r FsaFF. 'µ GooeLimi P.16 -Po Iic IrynF r Njw 59th S1 I nil R-Irk �MNW 54th St Z r�33 ---f a NW 490t St Effie' 4.9th t ♦a NW .47th Ter NW 4711151 NV4.461h 5t - aIV [isle MN m !F71stst e n• � 4E 64th 5 t NF62r l•S NF o t s t" S t NE 5911' 5l NE 5.3tt, ' .r NE 54th St Z NE 47thr St a s NE 4{it St a NF 45th S1 w NE 44th St 16,4F 5 €it1.1 5 t Lake Rd 9lscoyfle Flay" Miami -Dade County, Esri, HERE, Garmin, TNCREM... 40-B50906NE 3 Avenue from NE 54 Street to NE 58 Terrace Road and swale reconstruction, drainage, miscellaneous sidewalk repairs, ADA compliance and striping. JPA with WASD for water line installation. NE 3 Ave from NE 54 St to NE 58 Terrace Project District 5 Project Type Roadways and Right of Way Phase 03- Design Status Active This web application is a digital/electronic representation of the City of Miami's Capital Improvements Program (CIP). The Application also provides information and data layers such as Commission Districts, neighborhood boundaries, and environmental information that are to be used as reference only. Information displayed in this Application may not reflect the latest changes or modifications to existing CIP projects at the time it is viewed. Please contact the Capital Improvements and Transportation Department at 305-416-1280 if you have any questions regarding this Application of specific projects. TPi SR 934/NE 82 ST Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program Project Type: Arterial/Collector Road MPO Project No.: DT4400131 Type of Work: INTERSECTION IMPROVEMENT TIP Year: 2020 Construction Year: 2020 From: FROM NE 4 PLACE To: TO SR 5/US-1/BISCAYNE BOULEVARD Agency: FL Dept. of Transportation Management Agency: FDOT Agency Project No: 4400131 Status: Contact Person: Contact Email: Contact Phone: Description: Funding Information $(thousands) Project Phase Funding 2019 - 2020 2020 - 2021 2021 - 2022 2022 - 2023 2023 - 2024 PRELIMINARY DIH $0 $0 $0 $0 $0 ENGINEERING PRELIMINARY DS $0 $0 $0 $0 $0 ENGINEERING CONSTRUCTION DIH $0 $0 $0 $0 $0 CONSTRUCTION DS $76 $0 $0 $0 $0 CONSTRUCTION ACSS $0 $0 $0 $0 $0 CONSTRUCTION DDR $0 $0 $0 $0 $0 1 of 2 T P,j fr SR 934/NE 82 ST Miami -Dade Transportation Planning Organization 30 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 2020 Transportation Improvement Program Funding Chart $(thousands) 2019 - 2020 2020 - 2021 2021- 2022 2022 - 2023 2023 - 2024 Fiscal Year 2 of 2 TPi SR 934/NE/NW 79 ST Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program Project Type: MPO Project No.: Type of Work: TIP Year: Construction Year: From: To: Agency: Management Agency: Agency Project No: Status: Contact Person: Contact Email: Contact Phone: Description: Project Phase Funding Arterial/Collector Road DT41O6464 PD&E/EMO STUDY 2020 FROM WEST OF I-95(13 CT.) TO END OF SR 934/1 WAY PR FL Dept. of Transportation FDOT 4106464 Funding Information $(thousands) 2019 - 2020 2020 - 2021 2021 - 2022 2022 - 2023 2023 - 2024 PROJECT DIH DEVELOPMENT AND ENVIRONMENTAL PROJECT DS DEVELOPMENT AND ENVIRONMENTAL PRELIMINARY SU ENGINEERING so so so so $0 $4,000 RIGHT OF WAY DDR so RIGHT OF WAY DIH $0 PROJECT ACNP DEVELOPMENT AND ENVIRONMENTAL $0 PROJECT NHPP so $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 so $0 $0 $ 5,403 $144 $0 so $0 $0 $0 $0 $0 $0 $0 NEr 1 of 3 TPi SR 934/NE/NW 79 ST Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program Project Phase Funding 2019 - 2020 2020 - 2021 2021 - 2022 2022 - 2023 2023 - 2024 DEVELOPMENT AND ENVIRONMENTAL 2 of 3 T P 1 SR 934/NE/NW 79 ST Miami -Dade Transportation Planning Organization 0000 5750 5500 5250 5000 4750 4500 4250 4000 3750 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 2020 Transportation Improvement Program Funding Chart $(thousands) 2019 - 2020 2020 - 2021 Fiscal Year 3 of 3 TPi NE 2 Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program Project Type: Arterial/Collector Road MPO Project No.: PW000445 Type of Work: Street/Traffic Operational Improv. TIP Year: 2020 Construction Year: From: NE 69 Street To: West Little River Canal Agency: Miami -Dade Dept. of Transportation and Public Works Management Agency: Miami -Dade Dept. of Transportation and Public Works Agency Project No: 445 Status: Under construction Contact Person: Contact Email: Contact Phone: Description: No Funding Information TPi NE 2 Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program Project Photos 2 of 3 TPi NE 2 Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program 3 of 3 TPi N Miami Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program Project Type: MPO Project No.: Type of Work: TIP Year: Construction Year: From: To: Agency: Management Agency: Agency Project No: Status: Contact Person: Contact Email: Contact Phone: Description: Resurfacing. Prior Years Arterial/Collector Road PW000925 Resurfacing 2020 N 17 Street N 87 Street Miami -Dade Dept. of Transportation and Public Works Miami -Dade Dept. of Transportation and Public Works 000925 Under construction ' Funding as follows: $1,895,000 for CST. No Funding Information TPi N Miami Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program Project Photos 2 of 3 N Miami Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program 3 of 3 FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. FDOT Florida Department of TRANSPORTATION E-Updates i FL511 I Site Map_ I Translate • • Home • About FDOT • Contact Us • Maps & Data • Offices • Performance • Projects Web Application Office of Work Program and Budget Lisa Saliba - Director Five Year Work Program Selection Criteria All in State (Updated: 1/15/2020-21.15.01) 2020.2025 G1 Item Number:428278-2 Transportation System Description INTRASTATE STATE HIGHWAY SR 944/NW/NE 54TH ST FROM E OF NW 7 AVENUE TO BISCAYNE BOULEVARD Fiscal Year: Highways /Preliminary Engineering (On -Going) Highways /Right of Way (On -Going) Highways /Railroad & Utilities (On -Going) Highways /Construction (On -Going) Highways /Contract Incentives District Length Type of Work 2020 2021 2022 Item 2023 2024 2025 District 06 - Miami- 1.302 RESURFACING 428278-2 Dade County $4,425 $122,479 $149,795 FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. FDOT Florida Department of TRANSPORTATION E-Updates I FL511 I Site Map I Translate • Home • About FDOT • Contact Us • Maps & Data • Offices • Performance • Projects Web Application Office of Work Program and Budget Lisa Saliba - Director Transportation System Description INTRASTATE STATE HIGHWAY SR 944/NW/NE 54 STREET FROM NW 6TH COURT TO NE 1ST AVENUE Five Year Work Program Selection Criteria All in State (Updated: 1/15/2020-21.15.01) District Fiscal Year: 2020-2025 G1 Item Number:428278-3 Length Type of Work 2020 2021 2022 Item 2023 2024 2025 Highways /Preliminary Engineering (On -Going) Highways /Right of Way (On -Going) Highways /Construction (On -Going) Highways /Contract Incentives District 06 - Miami- 0.818 Dade County $1,436 $9,900 INTERSECTION IMPROVEMENT 428278-3 FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. FDOT Florida Department of TRANSPORTATION E-Updates i FL511 i Site Map I Translate • • Home • About FDOT • Contact Us • Maps & Data • Offices • Performance • Projects Web Application Office of Work Program and Budget Lisa Saliba - Director Transportation System Description INTRASTATE STATE HIGHWAY SR 5/US 1 SIGNALIZED INTERSEC.LIGHTING FM NE 22 ST TO SANS SOUCI BLVD. Five Year Work Program Selection Criteria All in State (Updated: 111512020-21.15.01) 2020-2025 G1 Item Number:440191-1 Fiscal Year: Highways /Preliminary Engineering (On -Going) Highways /Railroad & Utilities (On -Going) Highways /Construction (On -Going) District Length Type of Work 2020 2021 2022 District 06 - Miami- 6.416 LIGHTING Dade County $45,496 Item 2023 2024 2025 440191-1 FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. Florida Department of TRANSPORTATION E-Updates I FL511 1 Site Map 1 Translate • • Home • About FDOT • Contact Us • Maps & Data • Offices • Performance • Projects Web Application Office of Work Program and Budget Lisa Saliba - Director Transportation System Description INTRASTATE STATE HIGHWAY SR 934/NW 81/NW 82ST SIGNALIZED INTERS.LIGHTING FM NW 79ST TO NE 10AVE Five Year Work Program Selection Criteria All in State (Updated: 111512020-21.15.01) Fiscal Year: District 2020-2025 G1 Item Number:440177-1 Length Type of Work Item 2020 2021 2022 2023 2024 2025 District 06 - Miami- 2.828 LIGHTING Dade County Highways /Preliminary Engineering (On -Going) $20,432 Highways /Construction $310,966 440177-1 Page 1 - 02/04/2020 2:56 PM Project Details - NW00109 Field Name Field Value LRTP Project Code NW00109 Facility SMART Terminal Connector - NE 2nd Ave Limit From NE 36 St Limit To NE 71 St Description Protected On -Road Bicycle Facility and Pedestrian improvements LRTP Year 2045 Project Type Bicycle/Pedestrian Improvements Agency Name Miami -Dade Dept. of Transportation and Public Works Purpose Last Approved Date Last Approved User Name Last Amended Date Last Amended User Name Project Costs Funded $2657.691M Total Capital Cost $1714.639M Priority Data P1 2020-2025(Y-O-E$) P2 2026-2030(Y-O-E$) P3 2031-2035(Y-O-E$) P4 2036-2045(Y-O-E$) Preliminary Engineering $M $M $272.584M $M Right of Way $M $M $M $M Construction $M $M $2385.107M $M Operations and Maintenance $M $M $M $M Capital $M $M $M $M Appendix C Maximum Development Potential Calculations LUPA Existing Maximum Allowable Density Maximum Acreage 22.4 acres Maximum Floor Area 3,902,976 sq-ft Residential density 65 du/acre Residential units (65 du/ac x 22.4 ac) 1,456 du Residential total sq-ft (1,450 per unit*) 2,111,200 sq-ft Remaining Area 1,791,776 sq-ft Parking (40%) 716,710 sq-ft Office/Retail (60%) (Leasable and Circ.) 1,075,066 sq-ft Office (90%) 967,559 sq-ft Retail (10%) 107,507 sq-ft Proposed Maximum Allowable Density Maximum Acreage 22.4 acres Maximum Floor Area (w/bonus) 7,318,080 sq-ft Residential density 150 du/acre Residential units (150 du/ac x 22.4 ac) 3,360 du Residential total sq-ft (1,450 per unit*) 4,872,000 sq-ft Remaining Floor Area 2,446,080 sq-ft Parking (40%) 978,432 sq-ft Office/Retail (60%) (Leasable and Circ.) 1,467,648 sq-ft Office (90%) 1,320,883 sq-ft Retail (10%) 146,765 sq-ft *Includes Units, Circulation, Common Areas and Residential Parking K:\FTL_TPTO\043752000 - Design Place\LUPA\Calcs\Maximum Development Density\LUPA Maximum Development Comparison.xlsx Appendix D Trip Generation AM PEAK HOUR TRIP GENERATION COMPARISON EXISTING MAXIMUM ALLOWABLE DENSITY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES MULTIMODAL REDUCTION VOLUMES 10% PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 Mu ramify Henson lHigrrziee7 10 222 1456 du 24% 76% 101 320 421 10.0% 42 91 288 379 10.0% 38 82 259 341 2.9% 10 80 251 331 0.0% 0 80 251 331 2 General uumng 10 710 967.56 ksf 86% 14% 805 131 936 10.0% 94 725 117 842 10.0% 84 653 105 758 6.9% 52 630 76 706 0.0% 0 630 76 706 3 snoppvrg center 10 820 107.51 ksf 62% 38% 128 78 206 10.0% 21 115 70 185 10.0% 19 103 63 166 31.3% 52 71 43 114 0.0% 0 71 43 114 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equa ion Total: 1,034 529 1,563 10.0% 157 931 475 1,406 10.0% 141 838 427 1,265 9.0% 114 781 370 1,151 0.0% 0 781 370 1,151 222 710 820 Y=0.28*(X)+12.86 Y=0.94*(X)+26.49 Y=0.5*(X)+151.78 16% VOF Reduction E isting Vehicle Trips Existing Person -Trips (1.4 persons per vehicle) 125 59 184 656 311 967 918 436 1,354 PROPOSED MAXIMUM ALLOWABLE DENSITY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES MULTIMODAL REDUCTION VOLUMES 10% PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 ffinffiramey Henson lHigrrziee7 10 222 3360 du 24% 76% 229 725 954 10.0% 95 206 653 859 10.0% 86 185 588 773 2.8% 22 181 570 751 0.0% 0 181 570 751 2 General office auumrrq 10 710 1320.9 ksf 86% 14% 1,090 178 1,268 10.0% 127 981 160 1,141 10.0% 114 883 144 1,027 6.6% 68 851 108 959 0.0% 0 851 108 959 3 mopping center 10 820 146.77 ksf 62% 38% 140 85 225 10.0% 23 125 77 202 10.0% 20 113 69 182 36.3% 66 71 45 116 0.0% 0 71 45 116 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra eor Equa ion Total: 1,459 988 2,447 10.0% 245 1,312 890 2,202 10% 220 1,181 801 1,982 7.9% 156 1,103 723 1,826 0.0% 0 1,103 723 1,826 222 710 820 Y=0.28*(X)+12.86 Y=0.94*(X)+26.49 Y=0.5*(X)+151.78 16% VOF Reduction Proposed Development Vehicle Trips Proposed Development Person -Trips (1.4 persons per vehicle) 176 116 292 927 607 1,534 1,298 850 2,148 Net New Vehicle Trips Net New Person -Trips (1.4 persons per vehicle) Note: (1) Based on City of Miami input, as a portion of the development is outside of the Miami DRI, 10% Multimodal factor and 10% pedestrian factor were used. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Calcs\Trip Gen\TRIP GEN 10_Redevelopment.xlsx: PRINT -AM PEAK HOUR 2/17/2020,6:23 PM NET NEW TRIPS IN OUT TOTAL 271 296 567 380 414 794 PM PEAK HOUR TRIP GENERATION COMPARISON EXISTING MAXIMUM ALLOWABLE DENSITY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES MULTIMODAL REDUCTION VOLUMES 10% PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE NET NEW EXTERNAL TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 Multrfamlly eoosng teigr.aise7 10 222 1456 du 61% 39% 307 197 504 10.0% 50 276 178 454 10.0% 45 248 161 409 24.7% 101 175 133 308 0.0% 0 175 133 308 2 Genera Office uurlmg 10 710 967.56 ksf 16% 84% 157 826 983 10.0% 98 142 743 885 10.0% 89 128 668 796 4.9% 39 117 640 757 0.0% 0 117 640 757 3 shoggmg Center 10 820 107.51 ksf 48% 52% 275 298 573 10.0% 57 248 268 516 10.0% 52 223 241 464 23.3% 108 183 173 356 34.0% 121 121 114 235 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 739 1,321 2,060 10.0% 205 666 1,189 1,855 10.0% 186 599 1,070 1,669 14.9% 248 475 946 1,421 8.5% 121 413 887 1,300 222 710 820 Y=0.34*(X)+8.56 LN(Y) = 0.95'LN(X)+0.36 LN(Y) = 0.74*LN(X)+2.89 16% VOF Reduction Existing Vehic e Trips Existing Person -Trips (1.4 persons per vehicle) 66 142 208 347 745 1,092 486 1,043 1,529 PROPOSED MAXIMUM ALLOWABLE DENSITY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES MULTIMODAL REDUCTION VOLUMES 10% PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE NET NEW EXTERNAL TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multrfamlly r,ousng ir,igrise7 10 222 3360 du 61% 39% 702 449 1,151 10.0% 115 632 404 1,036 10.0% 104 568 364 932 15.0% 140 471 321 792 0.0% 0 471 321 792 2 Genea Office Bulldog 10 710 1320.9 ksf 16% 84% 212 1,110 1,322 10.0% 132 191 999 1,190 10.0% 119 172 899 1,071 5.7% 61 151 859 1,010 0.0% 0 151 859 1,010 3 shoggmg Center 10 820 146.77 ksf 48% 52% 347 375 722 10.0% 72 312 338 650 10.0% 65 281 304 585 23.1% 135 231 219 450 34.0% 153 152 145 297 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equa ion Total: 1,261 1,934 3,195 10.0% 319 1,135 1,741 2,876 10.0% 288 1,021 1,567 2,588 13.0% 336 853 1,399 2,252 6.8% 153 774 1,325 2,099 222 710 820 Y=0.34*(X)+8.56 LN(Y) = 0.95'LN(X)+0.36 LN(Y) = 0.74*LN(X)+2.89 16% VOF Reduction P oposed Development Vehic e Trips Proposed Development Person -Trips (1.4 persons per vehicle) 124 212 336 650 1,113 1,763 910 1,558 2,468 Proposed Development Vehicle Trips Proposed Development Person -Trips (1.4 persons per vehicle) Note: (1) Based on City of Miami input, as a portion of the development is outside of the Miami DRI, 10% Multimodal factor and 10% pedestrian factor were used. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Calcs\Trip Gen\TRIP GEN 10_Redevelopment.xlsx: PRINT -PM PEAK HOUR 2/17/2020,6:23 PM NET NEW TRIPS 303 I 368 671 424 515 939 IN OUT TOTAL Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engi Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (EXISTING) I— p Cl. Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 653 105 128 668 Retail 103 63 223 241 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 82 259 248 161 Hotel 0 0 0 0 838 427 599 1,070 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 23 29 11 28 Retail 32 20 40 68 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 2 8 73 28 Hotel 0 0 0 0 57 57 124 124 OUTPUT Total % Reduction 9.0% 14.9% Office 6.9% 4.9% Retail 31.3% 23.3% Restaurant Cinema/Entertainment Residential 2.9% 24.7% Hotel OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 630 76 117 640 Retail 71 43 183 173 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 80 251 175 133 Hotel 0 0 0 0 781 370 475 946 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engi Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED) I— p Cl. Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 883 144 172 899 Retail 113 69 281 304 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 185 588 568 364 Hotel 0 0 0 0 1,181 801 1,021 1,567 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 32 36 21 40 Retail 42 24 50 85 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 4 18 97 43 Hotel 0 0 0 0 78 78 168 168 OUTPUT Total % Reduction 7.9% 13.0% Office 6.6% 5.7% Retail 36.3% 23.1% Restaurant Cinema/Entertainment Residential 2.8% 15.0% Hotel OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 851 108 151 859 Retail 71 45 231 219 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 181 570 471 321 Hotel 0 0 0 0 1,103 723 853 1,399 Appendix E Cardinal Trip Distribution 2% 2% 1% 34 1% 1% 4� 3% 6% 4% as z v 2% 1% 3�/ % K 7/ rt 15% I r Ira 33% 2% 1% ,°;tss 2% 7lssst 2 2% 2% 2% 2% 3j , 5�t sr 5% 5% 4% 3% 3% 1%_ .._.. 2°h NW Bind Si 1 ° 2% 3% 4/ 2% 3/:¢4. 7% 1% 2% 9% NE 80th St 11% `T~42% 9% 4% I 2% 1% 3% 5% 9% 2% 15% 17% 9% r. st5% 3% 2% 2% 1% 7% 4% 8% 4% 13% 26% 5% z = b � m fL 2% 3% l6th 4k 5% 3% 5% 8% 5% 2% 6% 8%5% 3% 8% CO 3% 8% 8% 2 10% 11% iO% �L 63 5% 11% 9% 16% 2% Cardinal Distribution for TAZ 383 17.10% 17% 9.30% 9% 24.00% 24% Year 2040 Applied Percentages 1.40% 1% 20.00% 20% 21.50% 22% 4.50% 5% 2.20% 2% Miami -Dade 2040 Directional Distribution Summary Origin TAZ Cardinal Directions Total County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW NNW 370 3270 TRIPS 1,040 1,083 826 1,608 1,360 859 984 761 8,521 370 3270 PERCENT 12.2 12.7 9.7 18.9 16.0 10.1 11.6 8.9 371 3271 TRIPS 420 394 291 592 457 381 389 409 3,333 371 3271 PERCENT 12.6 11.8 8.7 17.8 13.7 11.4 11.7 12.3 372 3272 TRIPS 426 437 492 661 508 319 332 302 3,477 372 3272 PERCENT 12.3 12.6 14.2 19.0 14.6 9.2 9.6 8.7 373 3273 TRIPS 537 243 183 258 116 246 250 347 2,180 373 3273 PERCENT 24.6 11.2 8.4 11.8 5.3 11.3 11.5 15.9 374 3274 TRIPS 617 485 560 820 584 683 488 648 4,885 374 3274 PERCENT 12.6 9.9 11.5 16.8 12.0 14.0 10.0 13.3 375 3275 TRIPS 1,227 971 902 1,767 1,736 1,465 1,081 1,413 10,562 375 3275 PERCENT 11.6 9.2 8.5 16.7 16.4 13.9 10.2 13.4 376 3276 TRIPS 427 344 267 673 549 471 349 431 3,511 376 3276 PERCENT 12.2 9.8 7.6 19.2 15.6 13.4 9.9 12.3 377 3277 TRIPS 1,092 972 898 1,578 1,149 1,011 816 1,154 8,670 377 3277 PERCENT 12.6 11.2 10.4 18.2 13.3 11.7 9.4 13.3 378 3278 TRIPS 1,056 510 392 1,151 924 793 545 756 6,127 378 3278 PERCENT 17.2 8.3 6.4 18.8 15.1 12.9 8.9 12.3 379 3279 TRIPS 317 91 55 278 293 231 135 233 1,633 379 3279 PERCENT 19.4 5.6 3.4 17.0 17.9 14.2 8.3 14.3 380 3280 TRIPS 734 204 132 593 804 702 462 512 4,143 380 3280 PERCENT 17.7 4.9 3.2 14.3 19.4 16.9 11.2 12.4 381 3281 TRIPS 957 298 366 730 1,218 928 689 929 6,115 381 3281 PERCENT 15.7 4.9 6.0 11.9 19.9 15.2 11.3 15.2 382 3282 TRIPS 1,293 236 279 445 1,732 1,035 769 943 6,732 382 3282 PERCENT 19.2 3.5 4.1 6.6 25.7 15.4 11.4 14.0 383 3283 TRIPS 1,305 77 120 246 1,168 1,084 503 929 5,432 383 3283 PERCENT 24.0 1.4 2.2 4.5 21.5 20.0 9.3 17.1 384 3284 TRIPS 1,268 163 361 422 1,475 1,196 966 1,018 6,869 384 3284 PERCENT 18.5 2.4 5.3 6.1 21.5 17.4 14.1 14.8 385 3285 TRIPS 724 154 234 253 1,034 1,075 644 854 4,972 385 3285 PERCENT 14.6 3.1 4.7 5.1 20.8 21.6 13.0 17.2 386 3286 TRIPS 807 300 260 302 1,409 1,196 935 979 6,188 386 3286 PERCENT 13.0 4.9 4.2 4.9 22.8 19.3 15.1 15.8 387 3287 TRIPS 1,006 261 121 255 1,932 1,881 1,307 1,374 8,137 387 3287 PERCENT 12.4 3.2 1.5 3.1 23.7 23.1 16.1 16.9 388 3288 TRIPS 615 116 129 105 1,016 732 465 485 3,663 388 3288 PERCENT 16.8 3.2 3.5 2.9 27.7 20.0 12.7 13.2 389 3289 TRIPS 269 52 72 66 718 468 615 304 2,564 389 3289 PERCENT 10.5 2.0 2.8 2.6 28.0 18.3 24.0 11.9 390 3290 TRIPS 206 76 86 29 615 456 436 318 2,222 98 I MOBILITY OPTIONS Appendix F Transit Data NE 167 St GOLDEN GLADES NORTH MIAMI PEAK ONLY (see schedule) SW/NW2Ave L►NW3St GVT Q CTR Z C/) SW2St DOWNTOWN a) E Z Liir 1J 167 ST 163 St l J TERMINAL 95 St HORACE MANN 91 St I, MIDDLE SCHOOL a) N z NW 79 St a) N Z > > (weekdays only) N Lf� T r MIAMI SHORES short turn LITTLE HAITI Q WYNWOOD co z 20St 14St �E www.miamidade.gov/transit e 311 (305.468.5900) TDD: 305.468.5402 0 MiamiDadeTransit © @IRideMDT O @IRideMDT ► op`P� MDT TRACKER / MDT TRANSIT WATCH 0 NORTH 06/2016 MIAMPDADE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS COUNTY C3 Aventura Blvd / NE 199 St NORTH MIAMI BEACH a) 167 St MIAMI SHORES UPPER EAST SIDE GVT CTR imm cd 2 Z DOWNTOWN BUS > TERMINAL a NE3St NW 1 St Flagler St SW/SE 1 St LI r 163 ST MALL 171 / 172 St 163 St ARSHT CTR &OMNI BUS TERMINAL FRO NORTH BOUND I / 14St 13 St 1� + SOUTH BOUND 0 0 0 L m 0 ®© @GoMiamiDade MDT Tracker I EASY Pay Miami www.miamidade.gov/transit 311 or 305.468.5900 TTY/FIa Relay: 711 NORTH 06/2019 M IAM I•DADE COUNTY 9 - - - BEFORE 6 A.M. Miami Gardens Dr NE 167 St ■ ■ ■ a) 0 w z a) NORTH MIAMI co w z W Dixie Hwy short turn 124 St �■ 123 St DOWNTOWN NE3St a) Q"NW 1 ST GVT CTR z• SW/SE 1 St U) N Miami Ave SE/NE 1 Ave AlI a) CV w z NORTH 06/2019 MIAMI SHORES ■■—■■NE79St a) CV w z LITTLE HAITI ■■—■■NE36St a) 206 St AVENTURA U it, Ives Dairy Rd / R t / 203 St w ' z ivifi 202 St' 1 • �oasd = rn a) CITIBANK LAKE CV .X d■ 07 AVENTURA MALL Q GA AGE THE BUS TERMINAL AT AVENTURA MALL 00000 Board at Bay®9 167 ST a) TERMINAL > 1— 167 St a) co EDGEWATER j■■■17St a) SHORT TURN 167 St Q--tCV Q \ T LO J 163 St @GoMiamiDade MDT Tracker I EASY Pay Miami www.miamidade.gov/transit 311 or 305.468.5900 TTY/FIa Relay: 711 M IAM I•DADE COUNTY Miami Gardens Dr_ m Route 10 E 2 a) W z 167 SEIJMetrobus Terminal 167 St i Home Depot NORTH MIAMI BEACH NORTH MIAMI a) NE 125 St 1 MIAMI SHORES EL PORTAL a) N W z WYNWOOD LITTLE HAITI a) W z MIAMI NE119St NE 17 St NE15St Ifht /I11 NE 14 St 0.) T Ro. W z WaI-Mart The Mall at 163rd Street F NE 163 St NORTH MAP NOT TO SCALE 11/2014 Adrienne Arsht Center Metromover Station p & Omni Metrobus Terminal m i O L <n CO Route 16 NORTH MIAMI MIAMI SHORES EL PORTAL Arsht Performing Arts Metromover Station/ BusTerminal a) w z a) N w NE 125 St Bus Terminal NE 167St Home Depot Wal-Mart H 163 St Mall NE 163 St NE 123 St tn w r NE 159 St w� z a) CD w z BISCAYNE PARK N Bayshore Dr 0 NORTH MAP NOT TO SCALE 12/2009 NORTH MIAMI BEACH INDUSTRIAL PARK (rush hours only; see schedule) 106 St 33 PINEWOOD HIALEAH ■ 1 • 03 WESTLAND Q 5i c\J W / E 49 St / NW 103 St NW/NE z ■ 95 St MIAMI CENTRAL ■ SENIOR NORTH SHORE H.S. MEDICAL CTR > POLICE Q STA. MEMORIAL ti ■ PARK co 5\ HIA. GDNS ��O ■ HALL 90 INDUST. > PARK TRIPS ti Cj� 00,�Q3 /11"HIA. �c ■GDNS N p CITY /11` HALL I BISCAYNE > SHOPPING < PLAZA Ln W Z 81 St NE79Stt www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS NE 96 St 0 NORTH 02/2017 CERN INFORMATION : INFORMACION : ENFOMASYON MIAMMADE 0 O 0 @GoMiamiDade MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH 0311 (305.468.5900) TDD: 305.468.5402 COUNTY NW 192 St NW 87 Ave NW 192 St Miami Gardens Dr (NW 186 St) Weekday Only NW 87 Ave NW114St' u_ NW 112 St U > N. Q 00 co N z Short Turn and Weekends (N) MAP NOT TO SCALE 06/2015 1 Montrose Rd Commerce Way W 60 St WESTLAND > MALL Q71- . N W 49 St MI';) I ■ ■ ■ ■ ■ W 20 St Okeechobee Metrorail Station a) Q (NIco r U rn r Oak Ln Miami Lakes Dr (NW 154 St) Hialeah Metrorail Station W 18 St > Q 7r W&E21 St a) Q w Hialeah Dr METRORAIL NW 29 Ave NW 27 Ave Route 54 LIBERTY CITY U 7r w a z NE58St17! m NW 54 St m Brownsville NW 53 St Metrorail Station MIAMI 62 HIALEAH short turn E9St r E -o w LL t '.p TRIANGLE 9/ PARK 4 NORTH 08/2017 DR. MARTIN LIBERTY LUTHER KING, JR. CITY STATION NW27Ave ■■I NW/NE62St ti z • • d AUDREY M. EDMONSON TRANSIT VILLAGE a) c a ca U iE 62 St 61 St -* www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS 1335E1INFORMATION : INFORMACION : ENFOMASYON 000 ©GoMiamiDade MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH O 311 OR 305.468.5900 (TDD: 305.468.5402) M IAM I•DADE COUNTY Route 79 Street MAX NW 27 Ave Northside Metrorial Station NW 22 Ave NW 17 Ave f` N N in z z z Biscayne Blvd Harbor Island Dr Normandy 0. NORTH MAP NOT TO SCALE 12/12 Collins Ave 73 St 0 93 BISCAYNE MAX LIMITED STOPS 19 St to 163 St Aventura Blvd / NE 199 St MAKES ALL LOCAL STOPS NORTH OF 163 ST NORTH MIAMI MIAMI SHORES UPPER EAST SIDE GVT CTR rum ,4j DOWNTOWN BUS > TERMINAL c6 ct 2 z NW St NE3St Z Flagler St SW/SE1 St 163 ST 151 ST 146 ST 135 ST THE BUS TERMINAL AT AVENTURA MALL 123 ST SANS SOUCI BLVD 107 ST 96 ST 91 ST 79 ST 70 ST (NORTHBOUND) 71 ST (SOUTHBOUND) 62 ST 54 ST -0 • 36 ST > 03 • 29ST a) • 19 ST U EDGEWATER MAKES ALL LOCAL STOPS SOUTH OF 19 ST U 0 ©© @GoMiamiDade MDT Tracker I EASY Pay Miami www.miamidade.gov/transit 311 or 305.468.5900 TTY/FIa Relay: 711 GARAGE I NORDSTROM 0 NORTH 06/2019 M IAM I•DADE COUNTY a) a' a, E < TRI-RAIL 76 - HIALEAH METRORAIL a w E 32 St TRANSFER L. E25St F E 21 St HIALEAH AMTRAK ` 1 MIAMI STATION m LITTLE RIVER TRI-RAIL NORTHSIDE short turn a) c73 > La St a O( `a c s\di• = - ■ METRORAIL STATION TRI-RAIL STATION Ei AMTRAK STATION NORTH BAY VILLAGE 0 NORTH 06/2019 o a V a) ▪ 144 St ro aJ c� > a MIAMI C BEACH - a) c 0 ao c MIAMI BEACH N CONVENTION CENTER 17 St Lincoln Rd @GoMiamiDade MDT Tracker I EASY Pay Miami www.miamidade.gov/transit 311 or 305.468.5900 TTY/Fla Relay: 711 U M IAM I•DADE COUNTY Route 202 Little Haiti Connection a) ti z a) z wise St 0 I mil � �1 1< z1 1' I 1 1L .--- rf'c)<1 NW 83 St co WEEKDAY MIDDAY TO BISCAYNE PLAZA 1 NW 83 St m----------1 L-1 co 1 < 1 1 a) NW 81 Stz 1 LO 1 I ', NW 83 St WEEKDAY MIDDAY TO NE 36 ST NW 79 St Village Carver Biscayne Shopping Plaza a.1 NE 81 St `m z1 NE79St ZJ411 1 1 tti —m ----------------I------ a) C Z NW/NE 71 St NW/NE 62 St Edison Middle School NW/NE 54 St Douglas ■ Gardens Post Office NE 39 St J 1 a) Miami Design Center WEEKDAY MIDDAY ONLY Saba! Palm NORTH MAP NOT TO SCALE NE 36 St 01.2011 Route 2 North ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 2 INBOUND EARLY AM 02:45AM-05:59AM 0530 00026 NW 2 AV & 79 ST 1.4 2 INBOUND EARLY AM 02:45AM-05:59AM 0554 00026 NW 2 AV & 79 ST 2.0 2 INBOUND EARLY AM 02:45AM-05:59AM 0555 00026 NW 2 AV & 79 ST 10.2 2 INBOUND AM PEAK 06:00AM-08:30AM 0600 00026 NW 2 AV & 79 ST 1.5 2 INBOUND AM PEAK 06:00AM-08:30AM 0625 00026 NW 2 AV & 79 ST 2.2 2 INBOUND AM PEAK 06:00AM-08:30AM 0630 00026 NW 2 AV & 79 ST 1.0 2 INBOUND AM PEAK 06:00AM-08:30AM 0630 00026 NW 2 AV & 79 ST 1.5 2 INBOUND AM PEAK 06:OOAM-08:30AM 0645 00026 NW 2 AV & 79 ST 9.3 2 INBOUND AM PEAK 06:OOAM-08:30AM 0700 00026 NW 2 AV & 79 ST 0.5 2 INBOUND AM PEAK 06:OOAM-08:30AM 0700 00026 NW 2 AV & 79 ST 5.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0705 00026 NW 2 AV & 79 ST 4.7 2 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00026 NW 2 AV & 79 ST 3.5 2 INBOUND AM PEAK 06:OOAM-08:30AM 0725 00026 NW 2 AV & 79 ST 5.3 2 INBOUND AM PEAK 06:OOAM-08:30AM 0737 00026 NW 2 AV & 79 ST 3.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0740 00026 NW 2 AV & 79 ST 7.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0745 00026 NW 2 AV & 79 ST 2.1 2 INBOUND AM PEAK 06:OOAM-08:30AM 0805 00026 NW 2 AV & 79 ST 7.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0807 00026 NW 2 AV & 79 ST 2.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0820 00026 NW 2 AV & 79 ST 3.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0825 00026 NW 2 AV & 79 ST 9.0 2 INBOUND MIDDAY 08:30AM-02:59PM 0833 00026 NW 2 AV & 79 ST 6.7 2 INBOUND MIDDAY 08:30AM-02:59PM 0840 00026 NW 2 AV & 79 ST 10.0 2 INBOUND MIDDAY 08:30AM-02:59PM 0845 00026 NW 2 AV & 79 ST 4.7 2 INBOUND MIDDAY 08:30AM-02:59PM 0900 00026 NW 2 AV & 79 ST 3.0 2 INBOUND MIDDAY 08:30AM-02:59PM 0900 00026 NW 2 AV & 79 ST 3.5 2 INBOUND MIDDAY 08:30AM-02:59PM 0905 00026 NW 2 AV & 79 ST 8.1 2 INBOUND MIDDAY 08:30AM-02:59PM 0925 00026 NW 2 AV & 79 ST 7.2 2 INBOUND MIDDAY 08:30AM-02:59PM 0930 00026 NW 2 AV & 79 ST 6.0 2 INBOUND MIDDAY 08:30AM-02:59PM 0940 00026 NW 2 AV & 79 ST 7.5 2 INBOUND MIDDAY 08:30AM-02:59PM 0945 00026 NW 2 AV & 79 ST 5.1 2 INBOUND MIDDAY 08:30AM-02:59PM 1000 00026 NW 2 AV & 79 ST 6.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1000 00026 NW 2 AV & 79 ST 4.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1005 00026 NW 2 AV & 79 ST 6.4 2 INBOUND MIDDAY 08:30AM-02:59PM 1025 00026 NW 2 AV & 79 ST 6.2 2 INBOUND MIDDAY 08:30AM-02:59PM 1030 00026 NW 2 AV & 79 ST 7.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1045 00026 NW 2 AV & 79 ST 4.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1100 00026 NW 2 AV & 79 ST 4.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1100 00026 NW 2 AV & 79 ST 1.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1105 00026 NW 2 AV & 79 ST 8.5 2 INBOUND MIDDAY 08:30AM-02:59PM 1120 00026 NW 2 AV & 79 ST 2.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1125 00026 NW 2 AV & 79 ST 8.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1130 00026 NW 2 AV & 79 ST 7.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1145 00026 NW 2 AV & 79 ST 4.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1200 00026 NW 2 AV & 79 ST 2.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1205 00026 NW 2 AV & 79 ST 7.6 2 INBOUND MIDDAY 08:30AM-02:59PM 1220 00026 NW 2 AV & 79 ST 6.5 2 INBOUND MIDDAY 08:30AM-02:59PM 1220 00026 NW 2 AV & 79 ST 4.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1230 00026 NW 2 AV & 79 ST 9.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1240 00026 NW 2 AV & 79 ST 5.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1240 00026 NW 2 AV & 79 ST 6.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1300 00026 NW 2 AV & 79 ST 7.6 2 INBOUND MIDDAY 08:30AM-02:59PM 1300 00026 NW 2 AV & 79 ST 5.7 2 INBOUND MIDDAY 08:30AM-02:59PM 1320 00026 NW 2 AV & 79 ST 6.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1330 00026 NW 2 AV & 79 ST 1.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1340 00026 NW 2 AV & 79 ST 4.9 2 INBOUND MIDDAY 08:30AM-02:59PM 1340 00026 NW 2 AV & 79 ST 5.5 2 INBOUND MIDDAY 08:30AM-02:59PM 1400 00026 NW 2 AV & 79 ST 18.7 2 INBOUND MIDDAY 08:30AM-02:59PM 1400 00026 NW 2 AV & 79 ST 4.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1420 00026 NW 2 AV & 79 ST 7.6 2 INBOUND MIDDAY 08:30AM-02:59PM 1430 00026 NW 2 AV & 79 ST 4.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1440 00026 NW 2 AV & 79 ST 6.8 2 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00026 NW 2 AV & 79 ST 13.7 2 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00026 NW 2 AV & 79 ST 4.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00026 NW 2 AV & 79 ST 6.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1520 00026 NW 2 AV & 79 ST 6.7 2 INBOUND PM PEAK 03:OOPM-05:59PM 1520 00026 NW 2 AV & 79 ST 2.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1530 00026 NW 2 AV & 79 ST 1.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1540 00026 NW 2 AV & 79 ST 8.5 2 INBOUND PM PEAK 03:OOPM-05:59PM 1540 00026 NW 2 AV & 79 ST 8.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00026 NW 2 AV & 79 ST 14.4 2 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00026 NW 2 AV & 79 ST 4.5 2 INBOUND PM PEAK 03:OOPM-05:59PM 1620 00026 NW 2 AV & 79 ST 5.5 2 INBOUND PM PEAK 03:OOPM-05:59PM 1625 00026 NW 2 AV & 79 ST 5.8 2 INBOUND PM PEAK 03:OOPM-05:59PM 1630 00026 NW 2 AV & 79 ST 5.5 2 INBOUND PM PEAK 03:OOPM-05:59PM 1640 00026 NW 2 AV & 79 ST 7.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1645 00026 NW 2 AV & 79 ST 5.8 2 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00026 NW 2 AV & 79 ST 3.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00026 NW 2 AV & 79 ST 12.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1705 00026 NW 2 AV & 79 ST 14.4 2 INBOUND PM PEAK 03:OOPM-05:59PM 1725 00026 NW 2 AV & 79 ST 8.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1730 00026 NW 2 AV & 79 ST 2.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1745 00026 NW 2 AV & 79 ST 5.3 2 INBOUND EVENING 06:OOPM-07:59PM 1800 00026 NW 2 AV & 79 ST 7.0 2 INBOUND EVENING 06:OOPM-07:59PM 1800 00026 NW 2 AV & 79 ST 5.0 2 INBOUND EVENING 06:OOPM-07:59PM 1810 00026 NW 2 AV & 79 ST 7.5 2 INBOUND EVENING 06:OOPM-07:59PM 1830 00026 NW 2 AV & 79 ST 3.7 2 INBOUND EVENING 06:OOPM-07:59PM 1830 00026 NW 2 AV & 79 ST 2.0 2 INBOUND EVENING 06:OOPM-07:59PM 1830 00026 NW 2 AV & 79 ST 6.0 2 INBOUND EVENING 06:OOPM-07:59PM 1850 00026 NW 2 AV & 79 ST 4.6 2 INBOUND EVENING 06:OOPM-07:59PM 1910 00026 NW 2 AV & 79 ST 4.1 2 INBOUND EVENING 06:00PM-07:59PM 1910 00026 NW 2 AV & 79 ST 5.5 2 INBOUND EVENING 06:00PM-07:59PM 1935 00026 NW 2 AV & 79 ST 5.9 2 INBOUND EVENING 06:00PM-07:59PM 1950 00026 NW 2 AV & 79 ST 6.0 2 INBOUND EVENING 06:00PM-07:59PM 1950 00026 NW 2 AV & 79 ST 5.0 2 INBOUND LATE NIGHT 08:00PM-03:00AM 2005 00026 NW 2 AV & 79 ST 7.6 2 INBOUND LATE NIGHT 08:00PM-03:00AM 2030 00026 NW 2 AV & 79 ST 3.5 2 INBOUND LATE NIGHT 08:00PM-03:00AM 2035 00026 NW 2 AV & 79 ST 5.0 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2105 00026 NW 2 AV & 79 ST 2.7 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2110 00026 NW 2 AV & 79 ST 2.0 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2110 00026 NW 2 AV & 79 ST 2.0 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2215 00026 NW 2 AV & 79 ST 2.0 Route 2 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0456 00019 NW 2 AV & 79 ST 3.1 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0521 00019 NW 2 AV & 79 ST 7.8 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0523 00019 NW 2 AV & 79 ST 9.6 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0527 00019 NW 2 AV & 79 ST 5.0 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0527 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0555 00019 NW 2 AV & 79 ST 3.0 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0558 00019 NW 2 AV & 79 ST 4.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0607 00019 NW 2 AV & 79 ST 11.2 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0616 00019 NW 2 AV & 79 ST 25.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0623 00019 NW 2 AV & 79 ST 17.5 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0625 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0628 00019 NW 2 AV & 79 ST 2.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0645 00019 NW 2 AV & 79 ST 3.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0658 00019 NW 2 AV & 79 ST 12.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0705 00019 NW 2 AV & 79 ST 1.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0705 00019 NW 2 AV & 79 ST 3.5 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0709 00019 NW 2 AV & 79 ST 11.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0718 00019 NW 2 AV & 79 ST 13.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0735 00019 NW 2 AV & 79 ST 5.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0745 00019 NW 2 AV & 79 ST 0.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0758 00019 NW 2 AV & 79 ST 5.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0759 00019 NW 2 AV & 79 ST 4.7 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0805 00019 NW 2 AV & 79 ST 4.5 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0808 00019 NW 2 AV & 79 ST 13.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0817 00019 NW 2 AV & 79 ST 10.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0825 00019 NW 2 AV & 79 ST 2.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0826 00019 NW 2 AV & 79 ST 3.5 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0856 00019 NW 2 AV & 79 ST 9.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0859 00019 NW 2 AV & 79 ST 6.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0905 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0919 00019 NW 2 AV & 79 ST 8.8 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0925 00019 NW 2 AV & 79 ST 4.5 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0926 00019 NW 2 AV & 79 ST 10.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0931 00019 NW 2 AV & 79 ST 12.8 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0939 00019 NW 2 AV & 79 ST 8.4 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0954 00019 NW 2 AV & 79 ST 4.5 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1019 00019 NW 2 AV & 79 ST 7.9 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1024 00019 NW 2 AV & 79 ST 4.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1025 00019 NW 2 AV & 79 ST 9.5 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1032 00019 NW 2 AV & 79 ST 11.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1039 00019 NW 2 AV & 79 ST 5.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1045 00019 NW 2 AV & 79 ST 8.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1054 00019 NW 2 AV & 79 ST 9.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1120 00019 NW 2 AV & 79 ST 6.6 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1124 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1129 00019 NW 2 AV & 79 ST 9.9 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1135 00019 NW 2 AV & 79 ST 4.2 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1145 00019 NW 2 AV & 79 ST 4.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1154 00019 NW 2 AV & 79 ST 8.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1205 00019 NW 2 AV & 79 ST 10.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1215 00019 NW 2 AV & 79 ST 8.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1224 00019 NW 2 AV & 79 ST 5.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1227 00019 NW 2 AV & 79 ST 10.6 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1235 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1254 00019 NW 2 AV & 79 ST 13.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1313 00019 NW 2 AV & 79 ST 9.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1325 00019 NW 2 AV & 79 ST 9.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1327 00019 NW 2 AV & 79 ST 18.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1333 00019 NW 2 AV & 79 ST 6.9 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1354 00019 NW 2 AV & 79 ST 7.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1413 00019 NW 2 AV & 79 ST 4.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1424 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1425 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1426 00019 NW 2 AV & 79 ST 14.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1433 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1445 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1454 00019 NW 2 AV & 79 ST 2.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1512 00019 NW 2 AV & 79 ST 8.8 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1524 00019 NW 2 AV & 79 ST 9.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1529 00019 NW 2 AV & 79 ST 18.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1537 00019 NW 2 AV & 79 ST 5.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1545 00019 NW 2 AV & 79 ST 3.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1554 00019 NW 2 AV & 79 ST 11.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1605 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1617 00019 NW 2 AV & 79 ST 11.6 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1624 00019 NW 2 AV & 79 ST 1.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1625 00019 NW 2 AV & 79 ST 5.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1632 00019 NW 2 AV & 79 ST 10.3 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1637 00019 NW 2 AV & 79 ST 8.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1654 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1724 00019 NW 2 AV & 79 ST 5.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1724 00019 NW 2 AV & 79 ST 3.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1725 00019 NW 2 AV & 79 ST 4.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1734 00019 NW 2 AV & 79 ST 12.8 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1744 00019 NW 2 AV & 79 ST 5.8 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1756 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1756 00019 NW 2 AV & 79 ST 18.0 2 OUTBOUND EVENING 06:OOPM-07:59PM 1824 00019 NW 2 AV & 79 ST 6.3 2 OUTBOUND EVENING 06:OOPM-07:59PM 1824 00019 NW 2 AV & 79 ST 10.0 66.0 2 OUTBOUND EVENING 06:OOPM-07:59PM 1836 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND EVENING 06:OOPM-07:59PM 1916 00019 NW 2 AV & 79 ST 11.0 2 OUTBOUND EVENING 06:OOPM-07:59PM 1916 00019 NW 2 AV & 79 ST 8.0 2 OUTBOUND EVENING 06:OOPM-07:59PM 1926 00019 NW 2 AV & 79 ST 7.6 2 OUTBOUND EVENING 06:OOPM-07:59PM 1931 00019 NW 2 AV & 79 ST 12.6 2 OUTBOUND EVENING 06:OOPM-07:59PM 1956 00019 NW 2 AV & 79 ST 5.0 2 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2026 00019 NW 2 AV & 79 ST 5.7 2 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2036 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2036 00019 NW 2 AV & 79 ST 2.0 2 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2122 00019 NW 2 AV & 79 ST 3.4 Route 3 North ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 3 INBOUND EARLY AM 02:45AM-05:59AM 0515 00044 BISCAYNE BLVD & NE 79 ST 5.0 3 INBOUND EARLY AM 02:45AM-05:59AM 0515 00044 BISCAYNE BLVD & NE 79 ST 15.5 3 INBOUND EARLY AM 02:45AM-05:59AM 0515 00044 BISCAYNE BLVD & NE 79 ST 9.0 3 INBOUND EARLY AM 02:45AM-05:59AM 0535 00044 BISCAYNE BLVD & NE 79 ST 7.7 3 INBOUND EARLY AM 02:45AM-05:59AM 0555 00044 BISCAYNE BLVD & NE 79 ST 10.0 3 INBOUND AM PEAK 06:00AM-08:30AM 0605 00044 BISCAYNE BLVD & NE 79 ST 14.5 3 INBOUND AM PEAK 06:00AM-08:30AM 0615 00044 BISCAYNE BLVD & NE 79 ST 11.3 3 INBOUND AM PEAK 06:OOAM-08:30AM 0630 00044 BISCAYNE BLVD & NE 79 ST 4.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0635 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0650 00044 BISCAYNE BLVD & NE 79 ST 36.5 3 INBOUND AM PEAK 06:OOAM-08:30AM 0655 00044 BISCAYNE BLVD & NE 79 ST 12.3 3 INBOUND AM PEAK 06:OOAM-08:30AM 0714 00044 BISCAYNE BLVD & NE 79 ST 15.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00044 BISCAYNE BLVD & NE 79 ST 0.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0732 00044 BISCAYNE BLVD & NE 79 ST 27.5 3 INBOUND AM PEAK 06:OOAM-08:30AM 0750 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0750 00044 BISCAYNE BLVD & NE 79 ST 20.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0800 00044 BISCAYNE BLVD & NE 79 ST 17.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0808 00044 BISCAYNE BLVD & NE 79 ST 34.7 3 INBOUND AM PEAK 06:OOAM-08:30AM 0820 00044 BISCAYNE BLVD & NE 79 ST 1.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0826 00044 BISCAYNE BLVD & NE 79 ST 18.7 3 INBOUND MIDDAY 08:30AM-02:59PM 0844 00044 BISCAYNE BLVD & NE 79 ST 28.4 3 INBOUND MIDDAY 08:30AM-02:59PM 0900 00044 BISCAYNE BLVD & NE 79 ST 14.5 3 INBOUND MIDDAY 08:30AM-02:59PM 0902 00044 BISCAYNE BLVD & NE 79 ST 16.3 3 INBOUND MIDDAY 08:30AM-02:59PM 0920 00044 BISCAYNE BLVD & NE 79 ST 14.0 3 INBOUND MIDDAY 08:30AM-02:59PM 0930 00044 BISCAYNE BLVD & NE 79 ST 34.0 3 INBOUND MIDDAY 08:30AM-02:59PM 0932 00044 BISCAYNE BLVD & NE 79 ST 13.0 3 INBOUND MIDDAY 08:30AM-02:59PM 0940 00044 BISCAYNE BLVD & NE 79 ST 13.0 3 INBOUND MIDDAY 08:30AM-02:59PM 0950 00044 BISCAYNE BLVD & NE 79 ST 26.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1002 00044 BISCAYNE BLVD & NE 79 ST 13.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1010 00044 BISCAYNE BLVD & NE 79 ST 19.5 3 INBOUND MIDDAY 08:30AM-02:59PM 1030 00044 BISCAYNE BLVD & NE 79 ST 17.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1032 00044 BISCAYNE BLVD & NE 79 ST 20.3 3 INBOUND MIDDAY 08:30AM-02:59PM 1050 00044 BISCAYNE BLVD & NE 79 ST 22.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1102 00044 BISCAYNE BLVD & NE 79 ST 14.7 3 INBOUND MIDDAY 08:30AM-02:59PM 1110 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1120 00044 BISCAYNE BLVD & NE 79 ST 31.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1132 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1140 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1202 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1230 00044 BISCAYNE BLVD & NE 79 ST 13.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1232 00044 BISCAYNE BLVD & NE 79 ST 20.3 3 INBOUND MIDDAY 08:30AM-02:59PM 1250 00044 BISCAYNE BLVD & NE 79 ST 41.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1300 00044 BISCAYNE BLVD & NE 79 ST 20.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1302 00044 BISCAYNE BLVD & NE 79 ST 28.8 3 INBOUND MIDDAY 08:30AM-02:59PM 1320 00044 BISCAYNE BLVD & NE 79 ST 26.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1330 00044 BISCAYNE BLVD & NE 79 ST 23.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1332 00044 BISCAYNE BLVD & NE 79 ST 12.3 3 INBOUND MIDDAY 08:30AM-02:59PM 1350 00044 BISCAYNE BLVD & NE 79 ST 48.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1402 00044 BISCAYNE BLVD & NE 79 ST 38.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1410 00044 BISCAYNE BLVD & NE 79 ST 17.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1420 00044 BISCAYNE BLVD & NE 79 ST 22.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1430 00044 BISCAYNE BLVD & NE 79 ST 30.0 3 INBOUND MIDDAY 08:30AM-02:59PM 1432 00044 BISCAYNE BLVD & NE 79 ST 13.7 3 INBOUND MIDDAY 08:30AM-02:59PM 1450 00044 BISCAYNE BLVD & NE 79 ST 16.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00044 BISCAYNE BLVD & NE 79 ST 19.7 3 INBOUND PM PEAK 03:OOPM-05:59PM 1502 00044 BISCAYNE BLVD & NE 79 ST 24.7 3 INBOUND PM PEAK 03:OOPM-05:59PM 1520 00044 BISCAYNE BLVD & NE 79 ST 26.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1520 00044 BISCAYNE BLVD & NE 79 ST 37.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1538 00044 BISCAYNE BLVD & NE 79 ST 20.5 3 INBOUND PM PEAK 03:OOPM-05:59PM 1550 00044 BISCAYNE BLVD & NE 79 ST 25.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1556 00044 BISCAYNE BLVD & NE 79 ST 23.5 3 INBOUND PM PEAK 03:OOPM-05:59PM 1610 00044 BISCAYNE BLVD & NE 79 ST 42.0 141.01 3 INBOUND PM PEAK 03:00PM-05:59PM 1614 00044 BISCAYNE BLVD & NE 79 ST 16.4 3 INBOUND PM PEAK 03:00PM-05:59PM 1620 00044 BISCAYNE BLVD & NE 79 ST 16.0 3 INBOUND PM PEAK 03:00PM-05:59PM 1630 00044 BISCAYNE BLVD & NE 79 ST 30.3 3 INBOUND PM PEAK 03:00PM-05:59PM 1632 00044 BISCAYNE BLVD & NE 79 ST 19.6 3 INBOUND PM PEAK 03:00PM-05:59PM 1640 00044 BISCAYNE BLVD & NE 79 ST 37.0 3 INBOUND PM PEAK 03:00PM-05:59PM 1650 00044 BISCAYNE BLVD & NE 79 ST 28.3 3 INBOUND PM PEAK 03:00PM-05:59PM 1700 00044 BISCAYNE BLVD & NE 79 ST 15.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1708 00044 BISCAYNE BLVD & NE 79 ST 18.2 3 INBOUND PM PEAK 03:OOPM-05:59PM 1710 00044 BISCAYNE BLVD & NE 79 ST 24.5 3 INBOUND PM PEAK 03:OOPM-05:59PM 1720 00044 BISCAYNE BLVD & NE 79 ST 31.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1726 00044 BISCAYNE BLVD & NE 79 ST 22.3 3 INBOUND PM PEAK 03:OOPM-05:59PM 1730 00044 BISCAYNE BLVD & NE 79 ST 41.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1740 00044 BISCAYNE BLVD & NE 79 ST 34.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1744 00044 BISCAYNE BLVD & NE 79 ST 13.3 3 INBOUND PM PEAK 03:OOPM-05:59PM 1750 00044 BISCAYNE BLVD & NE 79 ST 20.0 3 INBOUND EVENING 06:OOPM-07:59PM 1800 00044 BISCAYNE BLVD & NE 79 ST 15.5 3 INBOUND EVENING 06:OOPM-07:59PM 1802 00044 BISCAYNE BLVD & NE 79 ST 15.3 3 INBOUND EVENING 06:OOPM-07:59PM 1810 00044 BISCAYNE BLVD & NE 79 ST 31.0 3 INBOUND EVENING 06:OOPM-07:59PM 1820 00044 BISCAYNE BLVD & NE 79 ST 19.8 3 INBOUND EVENING 06:OOPM-07:59PM 1830 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND EVENING 06:OOPM-07:59PM 1830 00044 BISCAYNE BLVD & NE 79 ST 27.7 3 INBOUND EVENING 06:OOPM-07:59PM 1838 00044 BISCAYNE BLVD & NE 79 ST 14.0 3 INBOUND EVENING 06:OOPM-07:59PM 1856 00044 BISCAYNE BLVD & NE 79 ST 8.0 3 INBOUND EVENING 06:OOPM-07:59PM 1900 00044 BISCAYNE BLVD & NE 79 ST 28.5 3 INBOUND EVENING 06:OOPM-07:59PM 1910 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND EVENING 06:OOPM-07:59PM 1914 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND EVENING 06:OOPM-07:59PM 1930 00044 BISCAYNE BLVD & NE 79 ST 7.0 3 INBOUND EVENING 06:OOPM-07:59PM 1932 00044 BISCAYNE BLVD & NE 79 ST 10.5 3 INBOUND EVENING 06:OOPM-07:59PM 1950 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND EVENING 06:OOPM-07:59PM 1950 00044 BISCAYNE BLVD & NE 79 ST 17.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2000 00044 BISCAYNE BLVD & NE 79 ST 25.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2010 00044 BISCAYNE BLVD & NE 79 ST 18.1 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2010 00044 BISCAYNE BLVD & NE 79 ST 22.7 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2030 00044 BISCAYNE BLVD & NE 79 ST 8.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2030 00044 BISCAYNE BLVD & NE 79 ST 20.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2040 00044 BISCAYNE BLVD & NE 79 ST 21.8 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 00044 BISCAYNE BLVD & NE 79 ST 12.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2100 00044 BISCAYNE BLVD & NE 79 ST 51.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2110 00044 BISCAYNE BLVD & NE 79 ST 17.9 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2130 00044 BISCAYNE BLVD & NE 79 ST 15.5 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2140 00044 BISCAYNE BLVD & NE 79 ST 19.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2140 00044 BISCAYNE BLVD & NE 79 ST 18.5 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2210 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2210 00044 BISCAYNE BLVD & NE 79 ST 27.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2240 00044 BISCAYNE BLVD & NE 79 ST 16.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2240 00044 BISCAYNE BLVD & NE 79 ST 14.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2340 00044 BISCAYNE BLVD & NE 79 ST 23.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2340 00044 BISCAYNE BLVD & NE 79 ST 26.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2340 00044 BISCAYNE BLVD & NE 79 ST 22.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2410 00044 BISCAYNE BLVD & NE 79 ST 29.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00044 BISCAYNE BLVD & NE 79 ST 14.7 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00044 BISCAYNE BLVD & NE 79 ST 25.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00044 BISCAYNE BLVD & NE 79 ST 22.5 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2510 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2510 00044 BISCAYNE BLVD & NE 79 ST 6.0 248.0 Route 3 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0426 00037 BISCAYNE BLVD & NE 79 ST 18.7 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0456 00037 BISCAYNE BLVD & NE 79 ST 28.0 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0459 00037 BISCAYNE BLVD & NE 79 ST 16.5 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0517 00037 BISCAYNE BLVD & NE 79 ST 25.0 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0519 00037 BISCAYNE BLVD & NE 79 ST 15.0 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0533 00037 BISCAYNE BLVD & NE 79 ST 23.1 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0543 00037 BISCAYNE BLVD & NE 79 ST 39.5 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0548 00037 BISCAYNE BLVD & NE 79 ST 22.3 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0603 00037 BISCAYNE BLVD & NE 79 ST 36.5 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0610 00037 BISCAYNE BLVD & NE 79 ST 0.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0618 00037 BISCAYNE BLVD & NE 79 ST 29.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0633 00037 BISCAYNE BLVD & NE 79 ST 30.5 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0635 00037 BISCAYNE BLVD & NE 79 ST 22.7 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0640 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0648 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0700 00037 BISCAYNE BLVD & NE 79 ST 20.5 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0704 00037 BISCAYNE BLVD & NE 79 ST 22.2 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0721 00037 BISCAYNE BLVD & NE 79 ST 27.7 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0740 00037 BISCAYNE BLVD & NE 79 ST 18.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0749 00037 BISCAYNE BLVD & NE 79 ST 11.7 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0759 00037 BISCAYNE BLVD & NE 79 ST 15.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0802 00037 BISCAYNE BLVD & NE 79 ST 26.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0814 00037 BISCAYNE BLVD & NE 79 ST 25.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0819 00037 BISCAYNE BLVD & NE 79 ST 26.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0820 00037 BISCAYNE BLVD & NE 79 ST 25.8 3 OUTBOUND MIDDAY 08:30AM-02:59PM 0834 00037 BISCAYNE BLVD & NE 79 ST 19.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 0849 00037 BISCAYNE BLVD & NE 79 ST 24.7 3 OUTBOUND MIDDAY 08:30AM-02:59PM 0851 00037 BISCAYNE BLVD & NE 79 ST 27.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 0911 00037 BISCAYNE BLVD & NE 79 ST 0.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 0920 00037 BISCAYNE BLVD & NE 79 ST 28.7 3 OUTBOUND MIDDAY 08:30AM-02:59PM 0931 00037 BISCAYNE BLVD & NE 79 ST 21.5 3 OUTBOUND MIDDAY 08:30AM-02:59PM 0945 00037 BISCAYNE BLVD & NE 79 ST 13.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 0950 00037 BISCAYNE BLVD & NE 79 ST 32.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1005 00037 BISCAYNE BLVD & NE 79 ST 15.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1019 00037 BISCAYNE BLVD & NE 79 ST 33.3 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1045 00037 BISCAYNE BLVD & NE 79 ST 16.5 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1049 00037 BISCAYNE BLVD & NE 79 ST 33.8 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1051 00037 BISCAYNE BLVD & NE 79 ST 19.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1111 00037 BISCAYNE BLVD & NE 79 ST 18.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1119 00037 BISCAYNE BLVD & NE 79 ST 27.8 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1125 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1150 00037 BISCAYNE BLVD & NE 79 ST 23.7 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1151 00037 BISCAYNE BLVD & NE 79 ST 16.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1211 00037 BISCAYNE BLVD & NE 79 ST 31.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1220 00037 BISCAYNE BLVD & NE 79 ST 28.5 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1231 00037 BISCAYNE BLVD & NE 79 ST 35.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1250 00037 BISCAYNE BLVD & NE 79 ST 23.7 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1251 00037 BISCAYNE BLVD & NE 79 ST 37.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1311 00037 BISCAYNE BLVD & NE 79 ST 16.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1319 00037 BISCAYNE BLVD & NE 79 ST 16.3 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1325 00037 BISCAYNE BLVD & NE 79 ST 15.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1337 00037 BISCAYNE BLVD & NE 79 ST 24.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1345 00037 BISCAYNE BLVD & NE 79 ST 18.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1354 00037 BISCAYNE BLVD & NE 79 ST 18.5 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1411 00037 BISCAYNE BLVD & NE 79 ST 25.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1412 00037 BISCAYNE BLVD & NE 79 ST 16.3 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1430 00037 BISCAYNE BLVD & NE 79 ST 13.7 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1431 00037 BISCAYNE BLVD & NE 79 ST 24.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1445 00037 BISCAYNE BLVD & NE 79 ST 8.0 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1446 00037 BISCAYNE BLVD & NE 79 ST 16.8 3 OUTBOUND MIDDAY 08:30AM-02:59PM 1451 00037 BISCAYNE BLVD & NE 79 ST 24.3 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00037 BISCAYNE BLVD & NE 79 ST 6.0 174.01 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1523 00037 BISCAYNE BLVD & NE 79 ST 14.3 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1533 00037 BISCAYNE BLVD & NE 79 ST 34.5 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1541 00037 BISCAYNE BLVD & NE 79 ST 16.6 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1545 00037 BISCAYNE BLVD & NE 79 ST 21.0 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1552 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1600 00037 BISCAYNE BLVD & NE 79 ST 10.7 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1605 00037 BISCAYNE BLVD & NE 79 ST 13.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1612 00037 BISCAYNE BLVD & NE 79 ST 13.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1617 00037 BISCAYNE BLVD & NE 79 ST 33.5 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1625 00037 BISCAYNE BLVD & NE 79 ST 11.5 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1632 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1635 00037 BISCAYNE BLVD & NE 79 ST 22.2 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1652 00037 BISCAYNE BLVD & NE 79 ST 17.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1654 00037 BISCAYNE BLVD & NE 79 ST 16.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1656 00037 BISCAYNE BLVD & NE 79 ST 26.7 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1712 00037 BISCAYNE BLVD & NE 79 ST 15.5 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1729 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1731 00037 BISCAYNE BLVD & NE 79 ST 19.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1734 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1751 00037 BISCAYNE BLVD & NE 79 ST 12.5 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1754 00037 BISCAYNE BLVD & NE 79 ST 19.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1814 00037 BISCAYNE BLVD & NE 79 ST 15.7 3 OUTBOUND EVENING 06:OOPM-07:59PM 1817 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1831 00037 BISCAYNE BLVD & NE 79 ST 13.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1834 00037 BISCAYNE BLVD & NE 79 ST 19.4 3 OUTBOUND EVENING 06:OOPM-07:59PM 1838 00037 BISCAYNE BLVD & NE 79 ST 16.3 3 OUTBOUND EVENING 06:OOPM-07:59PM 1858 00037 BISCAYNE BLVD & NE 79 ST 16.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1901 00037 BISCAYNE BLVD & NE 79 ST 18.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1905 00037 BISCAYNE BLVD & NE 79 ST 19.7 3 OUTBOUND EVENING 06:OOPM-07:59PM 1918 00037 BISCAYNE BLVD & NE 79 ST 23.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1931 00037 BISCAYNE BLVD & NE 79 ST 16.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1938 00037 BISCAYNE BLVD & NE 79 ST 22.1 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2000 00037 BISCAYNE BLVD & NE 79 ST 13.5 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2002 00037 BISCAYNE BLVD & NE 79 ST 13.5 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2010 00037 BISCAYNE BLVD & NE 79 ST 19.8 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2023 00037 BISCAYNE BLVD & NE 79 ST 15.5 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2040 00037 BISCAYNE BLVD & NE 79 ST 26.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2041 00037 BISCAYNE BLVD & NE 79 ST 28.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2110 00037 BISCAYNE BLVD & NE 79 ST 9.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2113 00037 BISCAYNE BLVD & NE 79 ST 18.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2214 00037 BISCAYNE BLVD & NE 79 ST 12.2 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2218 00037 BISCAYNE BLVD & NE 79 ST 13.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2218 00037 BISCAYNE BLVD & NE 79 ST 4.5 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2249 00037 BISCAYNE BLVD & NE 79 ST 13.4 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2254 00037 BISCAYNE BLVD & NE 79 ST 12.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2323 00037 BISCAYNE BLVD & NE 79 ST 8.7 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2328 00037 BISCAYNE BLVD & NE 79 ST 19.5 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2329 00037 BISCAYNE BLVD & NE 79 ST 5.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2353 00037 BISCAYNE BLVD & NE 79 ST 8.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2359 00037 BISCAYNE BLVD & NE 79 ST 6.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2423 00037 BISCAYNE BLVD & NE 79 ST 6.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2428 00037 BISCAYNE BLVD & NE 79 ST 3.0 3 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2559 00037 BISCAYNE BLVD & NE 79 ST 4.0 186.0 Route 9 North ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 9 INBOUND EARLY AM 02:45AM-05:59AM 0458 00092 NE 2 AV & 79 ST 11.0 9 INBOUND EARLY AM 02:45AM-05:59AM 0535 00092 NE 2 AV & 79 ST 10.4 9 INBOUND EARLY AM 02:45AM-05:59AM 0548 00092 NE 2 AV & 79 ST 8.8 9 INBOUND AM PEAK 06:00AM-08:30AM 0600 00092 NE 2 AV & 79 ST 17.0 9 INBOUND AM PEAK 06:00AM-08:30AM 0605 00092 NE 2 AV & 79 ST 9.5 9 INBOUND AM PEAK 06:00AM-08:30AM 0630 00092 NE 2 AV & 79 ST 15.4 9 INBOUND AM PEAK 06:00AM-08:30AM 0635 00092 NE 2 AV & 79 ST 5.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0642 00092 NE 2 AV & 79 ST 9.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0654 00092 NE 2 AV & 79 ST 10.3 9 INBOUND AM PEAK 06:OOAM-08:30AM 0705 00092 NE 2 AV & 79 ST 17.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0708 00092 NE 2 AV & 79 ST 15.8 9 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00092 NE 2 AV & 79 ST 9.7 9 INBOUND AM PEAK 06:OOAM-08:30AM 0732 00092 NE 2 AV & 79 ST 12.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0735 00092 NE 2 AV & 79 ST 18.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0744 00092 NE 2 AV & 79 ST 13.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0756 00092 NE 2 AV & 79 ST 17.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0808 00092 NE 2 AV & 79 ST 9.5 9 INBOUND AM PEAK 06:OOAM-08:30AM 0820 00092 NE 2 AV & 79 ST 12.5 9 INBOUND MIDDAY 08:30AM-02:59PM 0832 00092 NE 2 AV & 79 ST 10.8 9 INBOUND MIDDAY 08:30AM-02:59PM 0835 00092 NE 2 AV & 79 ST 27.0 9 INBOUND MIDDAY 08:30AM-02:59PM 0835 00092 NE 2 AV & 79 ST 17.0 9 INBOUND MIDDAY 08:30AM-02:59PM 0844 00092 NE 2 AV & 79 ST 18.5 9 INBOUND MIDDAY 08:30AM-02:59PM 0856 00092 NE 2 AV & 79 ST 10.2 9 INBOUND MIDDAY 08:30AM-02:59PM 0905 00092 NE 2 AV & 79 ST 18.0 9 INBOUND MIDDAY 08:30AM-02:59PM 0905 00092 NE 2 AV & 79 ST 14.5 9 INBOUND MIDDAY 08:30AM-02:59PM 0908 00092 NE 2 AV & 79 ST 17.6 9 INBOUND MIDDAY 08:30AM-02:59PM 0935 00092 NE 2 AV & 79 ST 15.0 9 INBOUND MIDDAY 08:30AM-02:59PM 0937 00092 NE 2 AV & 79 ST 19.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1005 00092 NE 2 AV & 79 ST 13.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1035 00092 NE 2 AV & 79 ST 26.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1037 00092 NE 2 AV & 79 ST 29.2 9 INBOUND MIDDAY 08:30AM-02:59PM 1105 00092 NE 2 AV & 79 ST 28.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1107 00092 NE 2 AV & 79 ST 12.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1135 00092 NE 2 AV & 79 ST 19.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1137 00092 NE 2 AV & 79 ST 21.2 9 INBOUND MIDDAY 08:30AM-02:59PM 1205 00092 NE 2 AV & 79 ST 19.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1205 00092 NE 2 AV & 79 ST 11.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1207 00092 NE 2 AV & 79 ST 24.5 9 INBOUND MIDDAY 08:30AM-02:59PM 1235 00092 NE 2 AV & 79 ST 21.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1235 00092 NE 2 AV & 79 ST 16.3 9 INBOUND MIDDAY 08:30AM-02:59PM 1237 00092 NE 2 AV & 79 ST 26.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1305 00092 NE 2 AV & 79 ST 39.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1307 00092 NE 2 AV & 79 ST 27.4 9 INBOUND MIDDAY 08:30AM-02:59PM 1315 00092 NE 2 AV & 79 ST 15.7 125.0 I 9 INBOUND MIDDAY 08:30AM-02:59PM 1335 00092 NE 2 AV & 79 ST 11.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1335 00092 NE 2 AV & 79 ST 19.7 9 INBOUND MIDDAY 08:30AM-02:59PM 1337 00092 NE 2 AV & 79 ST 20.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1350 00092 NE 2 AV & 79 ST 5.7 9 INBOUND MIDDAY 08:30AM-02:59PM 1405 00092 NE 2 AV & 79 ST 12.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1405 00092 NE 2 AV & 79 ST 9.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1420 00092 NE 2 AV & 79 ST 15.6 9 INBOUND MIDDAY 08:30AM-02:59PM 1435 00092 NE 2 AV & 79 ST 11.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1435 00092 NE 2 AV & 79 ST 17.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1437 00092 NE 2 AV & 79 ST 22.8 9 INBOUND MIDDAY 08:30AM-02:59PM 1450 00092 NE 2 AV & 79 ST 20.8 9 INBOUND MIDDAY 08:30AM-02:59PM 1458 00092 NE 2 AV & 79 ST 17.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1505 00092 NE 2 AV & 79 ST 8.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1512 00092 NE 2 AV & 79 ST 15.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1524 00092 NE 2 AV & 79 ST 16.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1535 00092 NE 2 AV & 79 ST 14.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1535 00092 NE 2 AV & 79 ST 18.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1536 00092 NE 2 AV & 79 ST 28.8 9 INBOUND PM PEAK 03:OOPM-05:59PM 1548 00092 NE 2 AV & 79 ST 19.8 9 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00092 NE 2 AV & 79 ST 22.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1605 00092 NE 2 AV & 79 ST 21.7 9 INBOUND PM PEAK 03:OOPM-05:59PM 1612 00092 NE 2 AV & 79 ST 30.5 9 INBOUND PM PEAK 03:OOPM-05:59PM 1626 00092 NE 2 AV & 79 ST 19.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1635 00092 NE 2 AV & 79 ST 14.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1636 00092 NE 2 AV & 79 ST 25.3 9 INBOUND PM PEAK 03:OOPM-05:59PM 1648 00092 NE 2 AV & 79 ST 13.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00092 NE 2 AV & 79 ST 30.4 9 INBOUND PM PEAK 03:OOPM-05:59PM 1705 00092 NE 2 AV & 79 ST 30.5 9 INBOUND PM PEAK 03:OOPM-05:59PM 1712 00092 NE 2 AV & 79 ST 22.2 9 INBOUND PM PEAK 03:OOPM-05:59PM 1724 00092 NE 2 AV & 79 ST 20.3 9 INBOUND PM PEAK 03:OOPM-05:59PM 1735 00092 NE 2 AV & 79 ST 15.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1736 00092 NE 2 AV & 79 ST 19.6 9 INBOUND PM PEAK 03:OOPM-05:59PM 1748 00092 NE 2 AV & 79 ST 20.0 9 INBOUND EVENING 06:OOPM-07:59PM 1800 00092 NE 2 AV & 79 ST 20.0 9 INBOUND EVENING 06:OOPM-07:59PM 1810 00092 NE 2 AV & 79 ST 24.0 9 INBOUND EVENING 06:OOPM-07:59PM 1835 00092 NE 2 AV & 79 ST 13.0 9 INBOUND EVENING 06:OOPM-07:59PM 1840 00092 NE 2 AV & 79 ST 18.9 9 INBOUND EVENING 06:OOPM-07:59PM 1905 00092 NE 2 AV & 79 ST 22.0 9 INBOUND EVENING 06:OOPM-07:59PM 1905 00092 NE 2 AV & 79 ST 12.0 9 INBOUND EVENING 06:OOPM-07:59PM 1906 00092 NE 2 AV & 79 ST 20.0 9 INBOUND EVENING 06:OOPM-07:59PM 1936 00092 NE 2 AV & 79 ST 16.7 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2006 00092 NE 2 AV & 79 ST 10.8 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2036 00092 NE 2 AV & 79 ST 9.0 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2106 00092 NE 2 AV & 79 ST 8.6 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2135 00092 NE 2 AV & 79 ST 10.3 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2205 00092 NE 2 AV & 79 ST 21.0 185.0 I 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2205 00092 NE 2 AV & 79 ST 22.0 9 INBOUND LATE NIGHT 08:00PM-03:00AM 2243 00092 NE 2 AV & 79 ST 18.5 9 INBOUND LATE NIGHT 08:00PM-03:00AM 2327 00092 NE 2 AV & 79 ST 18.5 Route 9 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0442 00089 NE 2 AV & 79 ST 9.8 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0509 00089 NE 2 AV & 79 ST 14.0 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0515 00089 NE 2 AV & 79 ST 16.5 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0523 00089 NE 2 AV & 79 ST 23.0 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0532 00089 NE 2 AV & 79 ST 20.2 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0539 00089 NE 2 AV & 79 ST 16.8 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0541 00089 NE 2 AV & 79 ST 18.0 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0550 00089 NE 2 AV & 79 ST 20.1 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0603 00089 NE 2 AV & 79 ST 23.8 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0603 00089 NE 2 AV & 79 ST 20.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0610 00089 NE 2 AV & 79 ST 18.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0613 00089 NE 2 AV & 79 ST 36.5 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0620 00089 NE 2 AV & 79 ST 20.3 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0625 00089 NE 2 AV & 79 ST 17.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0639 00089 NE 2 AV & 79 ST 19.3 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0645 00089 NE 2 AV & 79 ST 23.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0703 00089 NE 2 AV & 79 ST 27.5 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0713 00089 NE 2 AV & 79 ST 16.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0721 00089 NE 2 AV & 79 ST 16.8 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0727 00089 NE 2 AV & 79 ST 28.5 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0739 00089 NE 2 AV & 79 ST 20.7 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0740 00089 NE 2 AV & 79 ST 27.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0747 00089 NE 2 AV & 79 ST 25.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0752 00089 NE 2 AV & 79 ST 29.8 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0815 00089 NE 2 AV & 79 ST 31.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0836 00089 NE 2 AV & 79 ST 26.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0848 00089 NE 2 AV & 79 ST 19.6 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0859 00089 NE 2 AV & 79 ST 16.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0900 00089 NE 2 AV & 79 ST 18.8 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0918 00089 NE 2 AV & 79 ST 14.3 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0929 00089 NE 2 AV & 79 ST 25.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0948 00089 NE 2 AV & 79 ST 25.2 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1007 00089 NE 2 AV & 79 ST 21.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1018 00089 NE 2 AV & 79 ST 36.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1029 00089 NE 2 AV & 79 ST 26.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1037 00089 NE 2 AV & 79 ST 36.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1048 00089 NE 2 AV & 79 ST 20.7 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1059 00089 NE 2 AV & 79 ST 30.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1107 00089 NE 2 AV & 79 ST 14.3 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1118 00089 NE 2 AV & 79 ST 21.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1137 00089 NE 2 AV & 79 ST 7.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1148 00089 NE 2 AV & 79 ST 32.4 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1159 00089 NE 2 AV & 79 ST 15.5 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1207 00089 NE 2 AV & 79 ST 11.0 192.0 I 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1229 00089 NE 2 AV & 79 ST 19.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1237 00089 NE 2 AV & 79 ST 12.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1244 00089 NE 2 AV & 79 ST 26.3 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1259 00089 NE 2 AV & 79 ST 17.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00089 NE 2 AV & 79 ST 18.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1307 00089 NE 2 AV & 79 ST 23.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1316 00089 NE 2 AV & 79 ST 11.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1337 00089 NE 2 AV & 79 ST 11.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1340 00089 NE 2 AV & 79 ST 18.2 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1359 00089 NE 2 AV & 79 ST 32.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1403 00089 NE 2 AV & 79 ST 16.7 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1407 00089 NE 2 AV & 79 ST 16.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1417 00089 NE 2 AV & 79 ST 11.5 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00089 NE 2 AV & 79 ST 16.8 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1435 00089 NE 2 AV & 79 ST 17.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1438 00089 NE 2 AV & 79 ST 12.3 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1439 00089 NE 2 AV & 79 ST 17.6 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1502 00089 NE 2 AV & 79 ST 13.8 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00089 NE 2 AV & 79 ST 13.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1507 00089 NE 2 AV & 79 ST 19.7 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1525 00089 NE 2 AV & 79 ST 12.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1526 00089 NE 2 AV & 79 ST 18.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1529 00089 NE 2 AV & 79 ST 12.3 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1538 00089 NE 2 AV & 79 ST 10.2 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1553 00089 NE 2 AV & 79 ST 17.4 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1603 00089 NE 2 AV & 79 ST 15.4 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1605 00089 NE 2 AV & 79 ST 20.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1629 00089 NE 2 AV & 79 ST 12.6 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1630 00089 NE 2 AV & 79 ST 14.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1648 00089 NE 2 AV & 79 ST 19.2 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1656 00089 NE 2 AV & 79 ST 7.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1715 00089 NE 2 AV & 79 ST 12.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1735 00089 NE 2 AV & 79 ST 19.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1741 00089 NE 2 AV & 79 ST 18.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1751 00089 NE 2 AV & 79 ST 18.3 9 OUTBOUND EVENING 06:OOPM-07:59PM 1827 00089 NE 2 AV & 79 ST 10.4 9 OUTBOUND EVENING 06:OOPM-07:59PM 1857 00089 NE 2 AV & 79 ST 4.7 9 OUTBOUND EVENING 06:OOPM-07:59PM 1927 00089 NE 2 AV & 79 ST 7.6 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2001 00089 NE 2 AV & 79 ST 10.6 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2046 00089 NE 2 AV & 79 ST 14.0 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2055 00089 NE 2 AV & 79 ST 10.0 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2123 00089 NE 2 AV & 79 ST 12.0 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2207 00089 NE 2 AV & 79 ST 10.0 89.0 I Route 10 North ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 10 INBOUND EARLY AM 02:45AM-05:59AM 0543 00092 NE 2 AV & 79 ST 4.7 10 INBOUND AM PEAK 06:00AM-08:30AM 0620 00092 NE 2 AV & 79 ST 2.0 10 INBOUND AM PEAK 06:00AM-08:30AM 0625 00092 NE 2 AV & 79 ST 5.3 10 INBOUND AM PEAK 06:00AM-08:30AM 0656 00092 NE 2 AV & 79 ST 3.8 10 INBOUND AM PEAK 06:00AM-08:30AM 0656 00092 NE 2 AV & 79 ST 8.0 10 INBOUND AM PEAK 06:00AM-08:30AM 0725 00092 NE 2 AV & 79 ST 13.5 10 INBOUND AM PEAK 06:00AM-08:30AM 0728 00092 NE 2 AV & 79 ST 5.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0758 00092 NE 2 AV & 79 ST 13.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0825 00092 NE 2 AV & 79 ST 8.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0826 00092 NE 2 AV & 79 ST 14.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0828 00092 NE 2 AV & 79 ST 17.0 10 INBOUND MIDDAY 08:30AM-02:59PM 0856 00092 NE 2 AV & 79 ST 11.0 10 INBOUND MIDDAY 08:30AM-02:59PM 0858 00092 NE 2 AV & 79 ST 10.0 10 INBOUND MIDDAY 08:30AM-02:59PM 0926 00092 NE 2 AV & 79 ST 8.0 10 INBOUND MIDDAY 08:30AM-02:59PM 0928 00092 NE 2 AV & 79 ST 6.8 10 INBOUND MIDDAY 08:30AM-02:59PM 0956 00092 NE 2 AV & 79 ST 9.5 10 INBOUND MIDDAY 08:30AM-02:59PM 0958 00092 NE 2 AV & 79 ST 10.8 10 INBOUND MIDDAY 08:30AM-02:59PM 1028 00092 NE 2 AV & 79 ST 13.5 10 INBOUND MIDDAY 08:30AM-02:59PM 1056 00092 NE 2 AV & 79 ST 8.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1056 00092 NE 2 AV & 79 ST 10.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1058 00092 NE 2 AV & 79 ST 16.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1126 00092 NE 2 AV & 79 ST 2.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1128 00092 NE 2 AV & 79 ST 11.8 10 INBOUND MIDDAY 08:30AM-02:59PM 1156 00092 NE 2 AV & 79 ST 6.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1156 00092 NE 2 AV & 79 ST 9.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1158 00092 NE 2 AV & 79 ST 10.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1228 00092 NE 2 AV & 79 ST 17.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1256 00092 NE 2 AV & 79 ST 13.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1256 00092 NE 2 AV & 79 ST 6.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1258 00092 NE 2 AV & 79 ST 12.6 10 INBOUND MIDDAY 08:30AM-02:59PM 1328 00092 NE 2 AV & 79 ST 17.3 10 INBOUND MIDDAY 08:30AM-02:59PM 1356 00092 NE 2 AV & 79 ST 20.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1358 00092 NE 2 AV & 79 ST 14.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1426 00092 NE 2 AV & 79 ST 13.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1426 00092 NE 2 AV & 79 ST 8.5 10 INBOUND MIDDAY 08:30AM-02:59PM 1428 00092 NE 2 AV & 79 ST 23.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1459 00092 NE 2 AV & 79 ST 18.7 10 INBOUND PM PEAK 03:OOPM-05:59PM 1526 00092 NE 2 AV & 79 ST 14.5 10 INBOUND PM PEAK 03:OOPM-05:59PM 1526 00092 NE 2 AV & 79 ST 15.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1529 00092 NE 2 AV & 79 ST 17.3 10 INBOUND PM PEAK 03:OOPM-05:59PM 1556 00092 NE 2 AV & 79 ST 21.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1559 00092 NE 2 AV & 79 ST 22.8 10 INBOUND PM PEAK 03:OOPM-05:59PM 1629 00092 NE 2 AV & 79 ST 20.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1656 00092 NE 2 AV & 79 ST 15.0 73.0 I 10 INBOUND PM PEAK 03:00PM-05:59PM 1656 00092 NE 2 AV & 79 ST 4.0 10 INBOUND PM PEAK 03:00PM-05:59PM 1700 00092 NE 2 AV & 79 ST 18.0 10 INBOUND PM PEAK 03:00PM-05:59PM 1726 00092 NE 2 AV & 79 ST 9.0 10 INBOUND PM PEAK 03:00PM-05:59PM 1730 00092 NE 2 AV & 79 ST 27.0 10 INBOUND PM PEAK 03:00PM-05:59PM 1756 00092 NE 2 AV & 79 ST 11.0 10 INBOUND EVENING 06:00PM-07:59PM 1802 00092 NE 2 AV & 79 ST 22.0 10 INBOUND EVENING 06:00PM-07:59PM 1826 00092 NE 2 AV & 79 ST 21.0 10 INBOUND EVENING 06:OOPM-07:59PM 1829 00092 NE 2 AV & 79 ST 20.3 10 INBOUND EVENING 06:OOPM-07:59PM 1840 00092 NE 2 AV & 79 ST 31.5 10 INBOUND EVENING 06:OOPM-07:59PM 1859 00092 NE 2 AV & 79 ST 18.2 10 INBOUND EVENING 06:OOPM-07:59PM 1929 00092 NE 2 AV & 79 ST 10.3 10 INBOUND EVENING 06:OOPM-07:59PM 1940 00092 NE 2 AV & 79 ST 17.0 10 INBOUND EVENING 06:OOPM-07:59PM 1951 00092 NE 2 AV & 79 ST 17.0 10 INBOUND EVENING 06:OOPM-07:59PM 1959 00092 NE 2 AV & 79 ST 13.8 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2029 00092 NE 2 AV & 79 ST 15.3 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2040 00092 NE 2 AV & 79 ST 12.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2101 00092 NE 2 AV & 79 ST 10.5 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2126 00092 NE 2 AV & 79 ST 7.6 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2138 00092 NE 2 AV & 79 ST 1.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2216 00092 NE 2 AV & 79 ST 8.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2238 00092 NE 2 AV & 79 ST 10.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2338 00092 NE 2 AV & 79 ST 12.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2346 00092 NE 2 AV & 79 ST 11.8 106.0 I Route 10 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 10 OUTBOUND EARLY AM 02:45AM-05:59AM 0451 00089 NE 2 AV & 79 ST 23.3 10 OUTBOUND EARLY AM 02:45AM-05:59AM 0516 00089 NE 2 AV & 79 ST 17.0 10 OUTBOUND EARLY AM 02:45AM-05:59AM 0528 00089 NE 2 AV & 79 ST 19.3 10 OUTBOUND EARLY AM 02:45AM-05:59AM 0543 00089 NE 2 AV & 79 ST 13.0 10 OUTBOUND AM PEAK 06:00AM-08:30AM 0606 00089 NE 2 AV & 79 ST 18.0 10 OUTBOUND AM PEAK 06:00AM-08:30AM 0610 00089 NE 2 AV & 79 ST 18.0 10 OUTBOUND AM PEAK 06:00AM-08:30AM 0629 00089 NE 2 AV & 79 ST 18.5 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0655 00089 NE 2 AV & 79 ST 34.7 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0710 00089 NE 2 AV & 79 ST 15.0 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0711 00089 NE 2 AV & 79 ST 22.0 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0725 00089 NE 2 AV & 79 ST 22.7 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0740 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0755 00089 NE 2 AV & 79 ST 16.3 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0810 00089 NE 2 AV & 79 ST 17.0 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0828 00089 NE 2 AV & 79 ST 15.6 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0837 00089 NE 2 AV & 79 ST 11.5 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0858 00089 NE 2 AV & 79 ST 9.8 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0929 00089 NE 2 AV & 79 ST 22.5 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0935 00089 NE 2 AV & 79 ST 20.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0935 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0959 00089 NE 2 AV & 79 ST 19.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1005 00089 NE 2 AV & 79 ST 19.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1029 00089 NE 2 AV & 79 ST 13.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1035 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1035 00089 NE 2 AV & 79 ST 8.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1059 00089 NE 2 AV & 79 ST 12.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1129 00089 NE 2 AV & 79 ST 16.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1135 00089 NE 2 AV & 79 ST 8.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1135 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1159 00089 NE 2 AV & 79 ST 26.5 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1229 00089 NE 2 AV & 79 ST 10.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1235 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1259 00089 NE 2 AV & 79 ST 18.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00089 NE 2 AV & 79 ST 8.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1329 00089 NE 2 AV & 79 ST 16.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1357 00089 NE 2 AV & 79 ST 12.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1405 00089 NE 2 AV & 79 ST 16.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1405 00089 NE 2 AV & 79 ST 5.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00089 NE 2 AV & 79 ST 9.4 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1435 00089 NE 2 AV & 79 ST 13.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1454 00089 NE 2 AV & 79 ST 14.5 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1524 00089 NE 2 AV & 79 ST 14.3 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1533 00089 NE 2 AV & 79 ST 10.0 104.0 I 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1535 00089 NE 2 AV & 79 ST 9.0 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1553 00089 NE 2 AV & 79 ST 15.5 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1603 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1623 00089 NE 2 AV & 79 ST 8.7 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1635 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1656 00089 NE 2 AV & 79 ST 10.3 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1703 00089 NE 2 AV & 79 ST 4.0 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1723 00089 NE 2 AV & 79 ST 10.5 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1732 00089 NE 2 AV & 79 ST 8.6 10 OUTBOUND EVENING 06:OOPM-07:59PM 1806 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND EVENING 06:OOPM-07:59PM 1830 00089 NE 2 AV & 79 ST 15.0 10 OUTBOUND EVENING 06:OOPM-07:59PM 1835 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND EVENING 06:OOPM-07:59PM 1836 00089 NE 2 AV & 79 ST 7.8 10 OUTBOUND EVENING 06:OOPM-07:59PM 1906 00089 NE 2 AV & 79 ST 8.8 10 OUTBOUND EVENING 06:OOPM-07:59PM 1936 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND EVENING 06:OOPM-07:59PM 1938 00089 NE 2 AV & 79 ST 4.5 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2009 00089 NE 2 AV & 79 ST 6.2 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2040 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2109 00089 NE 2 AV & 79 ST 9.3 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2143 00089 NE 2 AV & 79 ST 7.5 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2233 00089 NE 2 AV & 79 ST 0.8 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2243 00089 NE 2 AV & 79 ST 3.0 40.0 I Route 16 North ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 16 INBOUND EARLY AM 02:45AM-05:59AM 0550 00044 BISCAYNE BLVD & NE 79 ST 8.3 16 INBOUND EARLY AM 02:45AM-05:59AM 0550 00044 BISCAYNE BLVD & NE 79 ST 8.0 16 INBOUND AM PEAK 06:00AM-08:30AM 0618 00044 BISCAYNE BLVD & NE 79 ST 12.5 16 INBOUND AM PEAK 06:00AM-08:30AM 0642 00044 BISCAYNE BLVD & NE 79 ST 2.0 16 INBOUND AM PEAK 06:00AM-08:30AM 0646 00044 BISCAYNE BLVD & NE 79 ST 6.7 16 INBOUND AM PEAK 06:00AM-08:30AM 0710 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND AM PEAK 06:00AM-08:30AM 0714 00044 BISCAYNE BLVD & NE 79 ST 9.3 16 INBOUND AM PEAK 06:OOAM-08:30AM 0750 00044 BISCAYNE BLVD & NE 79 ST 10.0 16 INBOUND AM PEAK 06:OOAM-08:30AM 0810 00044 BISCAYNE BLVD & NE 79 ST 7.5 16 INBOUND AM PEAK 06:OOAM-08:30AM 0827 00044 BISCAYNE BLVD & NE 79 ST 8.0 16 INBOUND MIDDAY 08:30AM-02:59PM 0838 00044 BISCAYNE BLVD & NE 79 ST 9.5 16 INBOUND MIDDAY 08:30AM-02:59PM 0857 00044 BISCAYNE BLVD & NE 79 ST 4.0 16 INBOUND MIDDAY 08:30AM-02:59PM 0902 00044 BISCAYNE BLVD & NE 79 ST 11.5 16 INBOUND MIDDAY 08:30AM-02:59PM 0906 00044 BISCAYNE BLVD & NE 79 ST 10.5 16 INBOUND MIDDAY 08:30AM-02:59PM 0926 00044 BISCAYNE BLVD & NE 79 ST 0.0 16 INBOUND MIDDAY 08:30AM-02:59PM 0934 00044 BISCAYNE BLVD & NE 79 ST 12.3 16 INBOUND MIDDAY 08:30AM-02:59PM 0950 00044 BISCAYNE BLVD & NE 79 ST 17.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1002 00044 BISCAYNE BLVD & NE 79 ST 4.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1014 00044 BISCAYNE BLVD & NE 79 ST 4.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1027 00044 BISCAYNE BLVD & NE 79 ST 5.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1032 00044 BISCAYNE BLVD & NE 79 ST 11.3 16 INBOUND MIDDAY 08:30AM-02:59PM 1057 00044 BISCAYNE BLVD & NE 79 ST 7.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1102 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1126 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1132 00044 BISCAYNE BLVD & NE 79 ST 15.6 16 INBOUND MIDDAY 08:30AM-02:59PM 1150 00044 BISCAYNE BLVD & NE 79 ST 6.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1202 00044 BISCAYNE BLVD & NE 79 ST 9.3 16 INBOUND MIDDAY 08:30AM-02:59PM 1227 00044 BISCAYNE BLVD & NE 79 ST 7.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1232 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1238 00044 BISCAYNE BLVD & NE 79 ST 8.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1257 00044 BISCAYNE BLVD & NE 79 ST 4.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1302 00044 BISCAYNE BLVD & NE 79 ST 16.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1332 00044 BISCAYNE BLVD & NE 79 ST 7.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1350 00044 BISCAYNE BLVD & NE 79 ST 16.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1357 00044 BISCAYNE BLVD & NE 79 ST 16.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1402 00044 BISCAYNE BLVD & NE 79 ST 14.6 16 INBOUND MIDDAY 08:30AM-02:59PM 1414 00044 BISCAYNE BLVD & NE 79 ST 7.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1427 00044 BISCAYNE BLVD & NE 79 ST 6.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1432 00044 BISCAYNE BLVD & NE 79 ST 20.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1502 00044 BISCAYNE BLVD & NE 79 ST 11.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1502 00044 BISCAYNE BLVD & NE 79 ST 8.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1507 00044 BISCAYNE BLVD & NE 79 ST 7.5 16 INBOUND PM PEAK 03:OOPM-05:59PM 1526 00044 BISCAYNE BLVD & NE 79 ST 14.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1532 00044 BISCAYNE BLVD & NE 79 ST 16.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1550 00044 BISCAYNE BLVD & NE 79 ST 13.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00044 BISCAYNE BLVD & NE 79 ST 17.5 16 INBOUND PM PEAK 03:OOPM-05:59PM 1607 00044 BISCAYNE BLVD & NE 79 ST 13.0 16 INBOUND PM PEAK 03:00PM-05:59PM 1628 00044 BISCAYNE BLVD & NE 79 ST 17.9 16 INBOUND PM PEAK 03:OOPM-05:59PM 1637 00044 BISCAYNE BLVD & NE 79 ST 15.0 35.0 16 INBOUND PM PEAK 03:00PM-05:59PM 1638 00044 BISCAYNE BLVD & NE 79 ST 17.0 16 INBOUND PM PEAK 03:00PM-05:59PM 1656 00044 BISCAYNE BLVD & NE 79 ST 10.0 16 INBOUND PM PEAK 03:00PM-05:59PM 1707 00044 BISCAYNE BLVD & NE 79 ST 16.0 16 INBOUND PM PEAK 03:00PM-05:59PM 1724 00044 BISCAYNE BLVD & NE 79 ST 19.3 16 INBOUND PM PEAK 03:00PM-05:59PM 1726 00044 BISCAYNE BLVD & NE 79 ST 10.0 16 INBOUND PM PEAK 03:00PM-05:59PM 1752 00044 BISCAYNE BLVD & NE 79 ST 28.0 16 INBOUND EVENING 06:00PM-07:59PM 1808 00044 BISCAYNE BLVD & NE 79 ST 14.0 16 INBOUND EVENING 06:OOPM-07:59PM 1814 00044 BISCAYNE BLVD & NE 79 ST 7.0 16 INBOUND EVENING 06:OOPM-07:59PM 1820 00044 BISCAYNE BLVD & NE 79 ST 14.0 16 INBOUND EVENING 06:OOPM-07:59PM 1838 00044 BISCAYNE BLVD & NE 79 ST 16.0 16 INBOUND EVENING 06:OOPM-07:59PM 1848 00044 BISCAYNE BLVD & NE 79 ST 11.0 16 INBOUND EVENING 06:OOPM-07:59PM 1902 00044 BISCAYNE BLVD & NE 79 ST 12.5 16 INBOUND EVENING 06:OOPM-07:59PM 1918 00044 BISCAYNE BLVD & NE 79 ST 11.7 16 INBOUND EVENING 06:OOPM-07:59PM 1918 00044 BISCAYNE BLVD & NE 79 ST 11.0 16 INBOUND EVENING 06:OOPM-07:59PM 1932 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND EVENING 06:OOPM-07:59PM 1948 00044 BISCAYNE BLVD & NE 79 ST 8.3 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2018 00044 BISCAYNE BLVD & NE 79 ST 4.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2032 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 00044 BISCAYNE BLVD & NE 79 ST 10.4 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2102 00044 BISCAYNE BLVD & NE 79 ST 6.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2125 00044 BISCAYNE BLVD & NE 79 ST 8.4 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2142 00044 BISCAYNE BLVD & NE 79 ST 6.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2201 00044 BISCAYNE BLVD & NE 79 ST 12.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2222 00044 BISCAYNE BLVD & NE 79 ST 6.0 149.0 Route 16 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0509 00037 BISCAYNE BLVD & NE 79 ST 7.8 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0510 00037 BISCAYNE BLVD & NE 79 ST 5.0 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0531 00037 BISCAYNE BLVD & NE 79 ST 10.0 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0550 00037 BISCAYNE BLVD & NE 79 ST 13.8 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0554 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND AM PEAK 06:00AM-08:30AM 0615 00037 BISCAYNE BLVD & NE 79 ST 8.3 16 OUTBOUND AM PEAK 06:00AM-08:30AM 0626 00037 BISCAYNE BLVD & NE 79 ST 16.0 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0700 00037 BISCAYNE BLVD & NE 79 ST 17.0 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0706 00037 BISCAYNE BLVD & NE 79 ST 14.7 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0732 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0739 00037 BISCAYNE BLVD & NE 79 ST 5.0 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0800 00037 BISCAYNE BLVD & NE 79 ST 8.7 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0809 00037 BISCAYNE BLVD & NE 79 ST 7.5 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0810 00037 BISCAYNE BLVD & NE 79 ST 6.5 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0829 00037 BISCAYNE BLVD & NE 79 ST 7.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0851 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0857 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0915 00037 BISCAYNE BLVD & NE 79 ST 9.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0930 00037 BISCAYNE BLVD & NE 79 ST 18.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0933 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1000 00037 BISCAYNE BLVD & NE 79 ST 10.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1003 00037 BISCAYNE BLVD & NE 79 ST 6.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1027 00037 BISCAYNE BLVD & NE 79 ST 7.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1030 00037 BISCAYNE BLVD & NE 79 ST 10.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1051 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1100 00037 BISCAYNE BLVD & NE 79 ST 10.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1130 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1133 00037 BISCAYNE BLVD & NE 79 ST 11.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1139 00037 BISCAYNE BLVD & NE 79 ST 5.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1200 00037 BISCAYNE BLVD & NE 79 ST 11.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1203 00037 BISCAYNE BLVD & NE 79 ST 4.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1230 00037 BISCAYNE BLVD & NE 79 ST 19.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1251 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1259 00037 BISCAYNE BLVD & NE 79 ST 7.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1303 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1315 00037 BISCAYNE BLVD & NE 79 ST 6.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1329 00037 BISCAYNE BLVD & NE 79 ST 13.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1333 00037 BISCAYNE BLVD & NE 79 ST 6.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1357 00037 BISCAYNE BLVD & NE 79 ST 21.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1403 00037 BISCAYNE BLVD & NE 79 ST 3.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1413 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00037 BISCAYNE BLVD & NE 79 ST 7.7 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00037 BISCAYNE BLVD & NE 79 ST 8.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1451 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1455 00037 BISCAYNE BLVD & NE 79 ST 8.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1513 00037 BISCAYNE BLVD & NE 79 ST 4.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1524 00037 BISCAYNE BLVD & NE 79 ST 8.3 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1540 00037 BISCAYNE BLVD & NE 79 ST 11.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1543 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1552 00037 BISCAYNE BLVD & NE 79 ST 10.5 42.0 16 OUTBOUND PM PEAK 03:00PM-05:59PM 1613 00037 BISCAYNE BLVD & NE 79 ST 8.0 16 OUTBOUND PM PEAK 03:00PM-05:59PM 1620 00037 BISCAYNE BLVD & NE 79 ST 12.7 16 OUTBOUND PM PEAK 03:00PM-05:59PM 1630 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND PM PEAK 03:00PM-05:59PM 1648 00037 BISCAYNE BLVD & NE 79 ST 2.0 16 OUTBOUND PM PEAK 03:00PM-05:59PM 1714 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND PM PEAK 03:00PM-05:59PM 1716 00037 BISCAYNE BLVD & NE 79 ST 7.7 16 OUTBOUND PM PEAK 03:00PM-05:59PM 1718 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1744 00037 BISCAYNE BLVD & NE 79 ST 5.5 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1746 00037 BISCAYNE BLVD & NE 79 ST 9.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1808 00037 BISCAYNE BLVD & NE 79 ST 11.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1818 00037 BISCAYNE BLVD & NE 79 ST 7.3 16 OUTBOUND EVENING 06:OOPM-07:59PM 1827 00037 BISCAYNE BLVD & NE 79 ST 6.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1839 00037 BISCAYNE BLVD & NE 79 ST 21.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1852 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1928 00037 BISCAYNE BLVD & NE 79 ST 4.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1939 00037 BISCAYNE BLVD & NE 79 ST 5.0 16 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2003 00037 BISCAYNE BLVD & NE 79 ST 5.4 16 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2009 00037 BISCAYNE BLVD & NE 79 ST 5.5 16 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2038 00037 BISCAYNE BLVD & NE 79 ST 7.1 16 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2052 00037 BISCAYNE BLVD & NE 79 ST 3.0 16 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2114 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND LATE NIGHT08:OOPM-03:OOAM 2135 00037 BISCAYNE BLVD & NE 79 ST 7.0 55.0 Route 33 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 33 INBOUND EARLY AM 02:45AM-05:59AM 0525 00037 BISCAYNE BLVD & NE 79 ST 2.3 33 INBOUND AM PEAK 06:00AM-08:30AM 0600 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND AM PEAK 06:00AM-08:30AM 0620 00037 BISCAYNE BLVD & NE 79 ST 4.5 33 INBOUND AM PEAK 06:00AM-08:30AM 0620 00037 BISCAYNE BLVD & NE 79 ST 2.3 33 INBOUND AM PEAK 06:00AM-08:30AM 0624 00037 BISCAYNE BLVD & NE 79 ST 6.5 33 INBOUND AM PEAK 06:00AM-08:30AM 0650 00037 BISCAYNE BLVD & NE 79 ST 0.3 33 INBOUND AM PEAK 06:00AM-08:30AM 0654 00037 BISCAYNE BLVD & NE 79 ST 5.9 33 INBOUND AM PEAK 06:OOAM-08:30AM 0715 00037 BISCAYNE BLVD & NE 79 ST 6.0 33 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00037 BISCAYNE BLVD & NE 79 ST 3.1 33 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND AM PEAK 06:OOAM-08:30AM 0745 00037 BISCAYNE BLVD & NE 79 ST 4.0 33 INBOUND AM PEAK 06:OOAM-08:30AM 0750 00037 BISCAYNE BLVD & NE 79 ST 5.4 33 INBOUND AM PEAK 06:OOAM-08:30AM 0810 00037 BISCAYNE BLVD & NE 79 ST 5.0 33 INBOUND AM PEAK 06:OOAM-08:30AM 0815 00037 BISCAYNE BLVD & NE 79 ST 5.0 33 INBOUND AM PEAK 06:OOAM-08:30AM 0820 00037 BISCAYNE BLVD & NE 79 ST 2.4 33 INBOUND MIDDAY 08:30AM-02:59PM 0845 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND MIDDAY 08:30AM-02:59PM 0855 00037 BISCAYNE BLVD & NE 79 ST 3.1 33 INBOUND MIDDAY 08:30AM-02:59PM 0855 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND MIDDAY 08:30AM-02:59PM 0915 00037 BISCAYNE BLVD & NE 79 ST 4.3 33 INBOUND MIDDAY 08:30AM-02:59PM 0925 00037 BISCAYNE BLVD & NE 79 ST 2.7 33 INBOUND MIDDAY 08:30AM-02:59PM 0930 00037 BISCAYNE BLVD & NE 79 ST 3.0 33 INBOUND MIDDAY 08:30AM-02:59PM 0945 00037 BISCAYNE BLVD & NE 79 ST 5.5 33 INBOUND MIDDAY 08:30AM-02:59PM 0955 00037 BISCAYNE BLVD & NE 79 ST 2.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1000 00037 BISCAYNE BLVD & NE 79 ST 4.2 33 INBOUND MIDDAY 08:30AM-02:59PM 1015 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1025 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1030 00037 BISCAYNE BLVD & NE 79 ST 4.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1045 00037 BISCAYNE BLVD & NE 79 ST 12.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1100 00037 BISCAYNE BLVD & NE 79 ST 3.6 33 INBOUND MIDDAY 08:30AM-02:59PM 1115 00037 BISCAYNE BLVD & NE 79 ST 3.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1125 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND MIDDAY 08:30AM-02:59PM 1130 00037 BISCAYNE BLVD & NE 79 ST 6.4 33 INBOUND MIDDAY 08:30AM-02:59PM 1145 00037 BISCAYNE BLVD & NE 79 ST 6.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1155 00037 BISCAYNE BLVD & NE 79 ST 0.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1200 00037 BISCAYNE BLVD & NE 79 ST 4.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1215 00037 BISCAYNE BLVD & NE 79 ST 8.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1225 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1230 00037 BISCAYNE BLVD & NE 79 ST 3.6 33 INBOUND MIDDAY 08:30AM-02:59PM 1245 00037 BISCAYNE BLVD & NE 79 ST 7.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1300 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1315 00037 BISCAYNE BLVD & NE 79 ST 3.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1325 00037 BISCAYNE BLVD & NE 79 ST 1.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1330 00037 BISCAYNE BLVD & NE 79 ST 3.6 33 INBOUND MIDDAY 08:30AM-02:59PM 1345 00037 BISCAYNE BLVD & NE 79 ST 6.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1355 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1400 00037 BISCAYNE BLVD & NE 79 ST 4.1 33 INBOUND MIDDAY 08:30AM-02:59PM 1415 00037 BISCAYNE BLVD & NE 79 ST 5.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1425 00037 BISCAYNE BLVD & NE 79 ST 3.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1430 00037 BISCAYNE BLVD & NE 79 ST 4.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1445 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND PM PEAK 03:00PM-05:59PM 1500 00037 BISCAYNE BLVD & NE 79 ST 3.3 33 INBOUND PM PEAK 03:00PM-05:59PM 1515 00037 BISCAYNE BLVD & NE 79 ST 4.5 33 INBOUND PM PEAK 03:00PM-05:59PM 1525 00037 BISCAYNE BLVD & NE 79 ST 4.7 33 INBOUND PM PEAK 03:00PM-05:59PM 1530 00037 BISCAYNE BLVD & NE 79 ST 2.7 33 INBOUND PM PEAK 03:00PM-05:59PM 1545 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND PM PEAK 03:00PM-05:59PM 1555 00037 BISCAYNE BLVD & NE 79 ST 2.0 33 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00037 BISCAYNE BLVD & NE 79 ST 2.1 33 INBOUND PM PEAK 03:OOPM-05:59PM 1615 00037 BISCAYNE BLVD & NE 79 ST 5.7 33 INBOUND PM PEAK 03:OOPM-05:59PM 1616 00037 BISCAYNE BLVD & NE 79 ST 3.6 33 INBOUND PM PEAK 03:OOPM-05:59PM 1625 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND PM PEAK 03:OOPM-05:59PM 1645 00037 BISCAYNE BLVD & NE 79 ST 5.0 33 INBOUND PM PEAK 03:OOPM-05:59PM 1646 00037 BISCAYNE BLVD & NE 79 ST 3.0 33 INBOUND PM PEAK 03:OOPM-05:59PM 1715 00037 BISCAYNE BLVD & NE 79 ST 3.3 33 INBOUND PM PEAK 03:OOPM-05:59PM 1716 00037 BISCAYNE BLVD & NE 79 ST 2.9 33 INBOUND PM PEAK 03:OOPM-05:59PM 1725 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND PM PEAK 03:OOPM-05:59PM 1745 00037 BISCAYNE BLVD & NE 79 ST 1.5 33 INBOUND EVENING 06:OOPM-07:59PM 1800 00037 BISCAYNE BLVD & NE 79 ST 3.3 33 INBOUND EVENING 06:OOPM-07:59PM 1810 00037 BISCAYNE BLVD & NE 79 ST 1.5 33 INBOUND EVENING 06:OOPM-07:59PM 1828 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND EVENING 06:OOPM-07:59PM 1830 00037 BISCAYNE BLVD & NE 79 ST 3.1 33 INBOUND EVENING 06:OOPM-07:59PM 1925 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND EVENING 06:OOPM-07:59PM 1928 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2020 00037 BISCAYNE BLVD & NE 79 ST 2.7 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2028 00037 BISCAYNE BLVD & NE 79 ST 2.0 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2120 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2128 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2215 00037 BISCAYNE BLVD & NE 79 ST 2.0 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2220 00037 BISCAYNE BLVD & NE 79 ST 1.5 Route 54 East ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0452 01298 NE 4 CT & 57 ST 1.1 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0505 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0514 01298 NE 4 CT & 57 ST 1.3 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0526 01298 NE 4 CT & 57 ST 0.2 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0537 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0544 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:00AM-08:30AM 0612 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0613 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0616 01298 NE 4 CT & 57 ST 0.2 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0637 01298 NE 4 CT & 57 ST 0.6 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0638 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0646 01298 NE 4 CT & 57 ST 5.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0717 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0722 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0727 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0730 01298 NE 4 CT & 57 ST 1.8 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0747 01298 NE 4 CT & 57 ST 1.3 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0802 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0816 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0819 01298 NE 4 CT & 57 ST 1.3 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0821 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0842 01298 NE 4 CT & 57 ST 0.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0850 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0902 01298 NE 4 CT & 57 ST 0.8 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0906 01298 NE 4 CT & 57 ST 0.8 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0920 01298 NE 4 CT & 57 ST 0.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0923 01298 NE 4 CT & 57 ST 3.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0950 01298 NE 4 CT & 57 ST 1.5 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0959 01298 NE 4 CT & 57 ST 1.4 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1001 01298 NE 4 CT & 57 ST 1.4 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1003 01298 NE 4 CT & 57 ST 2.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1025 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1043 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1054 01298 NE 4 CT & 57 ST 1.8 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1055 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1056 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1123 01298 NE 4 CT & 57 ST 4.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1126 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1151 01298 NE 4 CT & 57 ST 1.9 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1154 01298 NE 4 CT & 57 ST 1.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1156 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1203 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1226 01298 NE 4 CT & 57 ST 2.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1243 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1254 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1256 01298 NE 4 CT & 57 ST 1.1 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1256 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1326 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1328 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1354 01298 NE 4 CT & 57 ST 0.9 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1354 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1356 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1408 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1426 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1447 01298 NE 4 CT & 57 ST 0.4 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1448 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1452 01298 NE 4 CT & 57 ST 0.2 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1456 01298 NE 4 CT & 57 ST 1.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1526 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1528 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1542 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1547 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1556 01298 NE 4 CT & 57 ST 2.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1613 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1626 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1632 01298 NE 4 CT & 57 ST 1.1 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1636 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1653 01298 NE 4 CT & 57 ST 1.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1658 01298 NE 4 CT & 57 ST 0.3 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1714 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1721 01298 NE 4 CT & 57 ST 0.8 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1723 01298 NE 4 CT & 57 ST 3.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1733 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1755 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1810 01298 NE 4 CT & 57 ST 1.2 54 OUTBOUND EVENING 06:OOPM-07:59PM 1810 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1812 01298 NE 4 CT & 57 ST 2.1 54 OUTBOUND EVENING 06:OOPM-07:59PM 1825 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1850 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND EVENING 06:OOPM-07:59PM 1855 01298 NE 4 CT & 57 ST 3.5 54 OUTBOUND EVENING 06:OOPM-07:59PM 1901 01298 NE 4 CT & 57 ST 1.8 54 OUTBOUND EVENING 06:OOPM-07:59PM 1907 01298 NE 4 CT & 57 ST 1.2 54 OUTBOUND EVENING 06:OOPM-07:59PM 1925 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1925 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1947 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2015 01298 NE 4 CT & 57 ST 5.0 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2024 01298 NE 4 CT & 57 ST 0.8 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2110 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2115 01298 NE 4 CT & 57 ST 1.5 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2118 01298 NE 4 CT & 57 ST 0.7 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2206 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2210 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2215 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2322 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2337 01298 NE 4 CT & 57 ST 0.8 Route 54 West ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 54 INBOUND EARLY AM 02:45AM-05:59AM 0500 01298 NE 4 CT & 57 ST 1.5 54 INBOUND EARLY AM 02:45AM-05:59AM 0500 01298 NE 4 CT & 57 ST 0.0 54 INBOUND EARLY AM 02:45AM-05:59AM 0520 01298 NE 4 CT & 57 ST 0.1 54 INBOUND EARLY AM 02:45AM-05:59AM 0535 01298 NE 4 CT & 57 ST 1.0 54 INBOUND EARLY AM 02:45AM-05:59AM 0540 01298 NE 4 CT & 57 ST 0.0 54 INBOUND EARLY AM 02:45AM-05:59AM 0555 01298 NE 4 CT & 57 ST 2.5 54 INBOUND AM PEAK 06:00AM-08:30AM 0610 01298 NE 4 CT & 57 ST 0.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0615 01298 NE 4 CT & 57 ST 0.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0620 01298 NE 4 CT & 57 ST 2.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0640 01298 NE 4 CT & 57 ST 1.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0650 01298 NE 4 CT & 57 ST 0.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0655 01298 NE 4 CT & 57 ST 0.4 54 INBOUND AM PEAK 06:OOAM-08:30AM 0715 01298 NE 4 CT & 57 ST 1.1 54 INBOUND AM PEAK 06:OOAM-08:30AM 0720 01298 NE 4 CT & 57 ST 1.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0720 01298 NE 4 CT & 57 ST 1.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0745 01298 NE 4 CT & 57 ST 1.2 54 INBOUND AM PEAK 06:OOAM-08:30AM 0750 01298 NE 4 CT & 57 ST 1.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0800 01298 NE 4 CT & 57 ST 0.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0810 01298 NE 4 CT & 57 ST 1.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0820 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 0835 01298 NE 4 CT & 57 ST 0.4 54 INBOUND MIDDAY 08:30AM-02:59PM 0840 01298 NE 4 CT & 57 ST 0.5 54 INBOUND MIDDAY 08:30AM-02:59PM 0850 01298 NE 4 CT & 57 ST 1.0 54 INBOUND MIDDAY 08:30AM-02:59PM 0905 01298 NE 4 CT & 57 ST 0.2 54 INBOUND MIDDAY 08:30AM-02:59PM 0920 01298 NE 4 CT & 57 ST 2.0 54 INBOUND MIDDAY 08:30AM-02:59PM 0920 01298 NE 4 CT & 57 ST 2.0 54 INBOUND MIDDAY 08:30AM-02:59PM 0935 01298 NE 4 CT & 57 ST 0.9 54 INBOUND MIDDAY 08:30AM-02:59PM 0950 01298 NE 4 CT & 57 ST 1.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1000 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1005 01298 NE 4 CT & 57 ST 1.4 54 INBOUND MIDDAY 08:30AM-02:59PM 1020 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1035 01298 NE 4 CT & 57 ST 0.7 54 INBOUND MIDDAY 08:30AM-02:59PM 1040 01298 NE 4 CT & 57 ST 0.3 54 INBOUND MIDDAY 08:30AM-02:59PM 1050 01298 NE 4 CT & 57 ST 1.7 54 INBOUND MIDDAY 08:30AM-02:59PM 1105 01298 NE 4 CT & 57 ST 1.3 54 INBOUND MIDDAY 08:30AM-02:59PM 1118 01298 NE 4 CT & 57 ST 1.3 54 INBOUND MIDDAY 08:30AM-02:59PM 1120 01298 NE 4 CT & 57 ST 3.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1135 01298 NE 4 CT & 57 ST 1.2 54 INBOUND MIDDAY 08:30AM-02:59PM 1150 01298 NE 4 CT & 57 ST 1.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1200 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1205 01298 NE 4 CT & 57 ST 0.8 54 INBOUND MIDDAY 08:30AM-02:59PM 1220 01298 NE 4 CT & 57 ST 1.7 54 INBOUND MIDDAY 08:30AM-02:59PM 1235 01298 NE 4 CT & 57 ST 1.2 54 INBOUND MIDDAY 08:30AM-02:59PM 1240 01298 NE 4 CT & 57 ST 1.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1250 01298 NE 4 CT & 57 ST 0.7 54 INBOUND MIDDAY 08:30AM-02:59PM 1300 01298 NE 4 CT & 57 ST 1.1 54 INBOUND MIDDAY 08:30AM-02:59PM 1320 01298 NE 4 CT & 57 ST 1.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1320 01298 NE 4 CT & 57 ST 1.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1330 01298 NE 4 CT & 57 ST 1.8 54 INBOUND MIDDAY 08:30AM-02:59PM 1350 01298 NE 4 CT & 57 ST 2.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1350 01298 NE 4 CT & 57 ST 1.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1400 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1420 01298 NE 4 CT & 57 ST 0.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1420 01298 NE 4 CT & 57 ST 1.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1445 01298 NE 4 CT & 57 ST 1.1 54 INBOUND MIDDAY 08:30AM-02:59PM 1445 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1450 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1510 01298 NE 4 CT & 57 ST 0.4 54 INBOUND PM PEAK 03:OOPM-05:59PM 1520 01298 NE 4 CT & 57 ST 1.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1525 01298 NE 4 CT & 57 ST 1.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1530 01298 NE 4 CT & 57 ST 1.2 54 INBOUND PM PEAK 03:OOPM-05:59PM 1550 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1600 01298 NE 4 CT & 57 ST 0.9 54 INBOUND PM PEAK 03:OOPM-05:59PM 1605 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1620 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1625 01298 NE 4 CT & 57 ST 0.2 54 INBOUND PM PEAK 03:OOPM-05:59PM 1645 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1650 01298 NE 4 CT & 57 ST 1.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1655 01298 NE 4 CT & 57 ST 1.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1720 01298 NE 4 CT & 57 ST 1.4 54 INBOUND PM PEAK 03:OOPM-05:59PM 1720 01298 NE 4 CT & 57 ST 5.5 54 INBOUND PM PEAK 03:OOPM-05:59PM 1730 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1750 01298 NE 4 CT & 57 ST 1.5 54 INBOUND PM PEAK 03:OOPM-05:59PM 1750 01298 NE 4 CT & 57 ST 1.0 54 INBOUND EVENING 06:OOPM-07:59PM 1810 01298 NE 4 CT & 57 ST 1.0 54 INBOUND EVENING 06:OOPM-07:59PM 1815 01298 NE 4 CT & 57 ST 1.7 54 INBOUND EVENING 06:OOPM-07:59PM 1820 01298 NE 4 CT & 57 ST 0.7 54 INBOUND EVENING 06:OOPM-07:59PM 1835 01298 NE 4 CT & 57 ST 1.8 54 INBOUND EVENING 06:OOPM-07:59PM 1850 01298 NE 4 CT & 57 ST 0.0 54 INBOUND EVENING 06:OOPM-07:59PM 1850 01298 NE 4 CT & 57 ST 0.0 54 INBOUND EVENING 06:OOPM-07:59PM 1855 01298 NE 4 CT & 57 ST 1.0 54 INBOUND EVENING 06:OOPM-07:59PM 1920 01298 NE 4 CT & 57 ST 0.0 54 INBOUND EVENING 06:OOPM-07:59PM 1925 01298 NE 4 CT & 57 ST 1.2 54 INBOUND EVENING 06:OOPM-07:59PM 1950 01298 NE 4 CT & 57 ST 5.0 54 INBOUND EVENING 06:OOPM-07:59PM 1955 01298 NE 4 CT & 57 ST 0.9 54 INBOUND EVENING 06:OOPM-07:59PM 1955 01298 NE 4 CT & 57 ST 0.5 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2020 01298 NE 4 CT & 57 ST 2.4 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 01298 NE 4 CT & 57 ST 2.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 01298 NE 4 CT & 57 ST 0.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 01298 NE 4 CT & 57 ST 1.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2140 01298 NE 4 CT & 57 ST 2.4 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2150 01298 NE 4 CT & 57 ST 0.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2150 01298 NE 4 CT & 57 ST 0.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2220 01298 NE 4 CT & 57 ST 2.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2220 01298 NE 4 CT & 57 ST 1.5 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2230 01298 NE 4 CT & 57 ST 1.1 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2320 01298 NE 4 CT & 57 ST 1.8 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2320 01298 NE 4 CT & 57 ST 2.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2320 01298 NE 4 CT & 57 ST 1.5 Route 62 East ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 62 OUTBOUND EARLY AM 02:45AM-05:59AM 0505 00426 NE 61 ST & BISCAYNE BLVD 0.2 62 OUTBOUND EARLY AM 02:45AM-05:59AM 0518 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND EARLY AM 02:45AM-05:59AM 0534 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND EARLY AM 02:45AM-05:59AM 0548 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND EARLY AM 02:45AM-05:59AM 0554 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:00AM-08:30AM 0618 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:00AM-08:30AM 0624 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0636 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0639 00426 NE 61 ST & BISCAYNE BLVD 1.5 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0652 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0654 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0705 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0710 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0724 00426 NE 61 ST & BISCAYNE BLVD 0.2 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0730 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0735 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0750 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0754 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0805 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0810 00426 NE 61 ST & BISCAYNE BLVD 0.5 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0824 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0830 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0835 00426 NE 61 ST & BISCAYNE BLVD 1.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0850 00426 NE 61 ST & BISCAYNE BLVD 1.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0852 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0905 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0910 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0922 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0930 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0935 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0950 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0952 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1005 00426 NE 61 ST & BISCAYNE BLVD 2.3 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1010 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1022 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1030 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1035 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1050 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1052 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1105 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1110 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1122 00426 NE 61 ST & BISCAYNE BLVD 0.4 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1130 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1135 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1150 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1152 00426 NE 61 ST & BISCAYNE BLVD 8.2 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1205 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1210 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1222 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1230 00426 NE 61 ST & BISCAYNE BLVD 0.5 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1235 00426 NE 61 ST & BISCAYNE BLVD 0.5 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1250 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1252 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1310 00426 NE 61 ST & BISCAYNE BLVD 1.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1322 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1330 00426 NE 61 ST & BISCAYNE BLVD 1.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1335 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1350 00426 NE 61 ST & BISCAYNE BLVD 0.5 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1352 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1405 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1410 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1422 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1430 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1435 00426 NE 61 ST & BISCAYNE BLVD 2.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1450 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1452 00426 NE 61 ST & BISCAYNE BLVD 0.2 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1510 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1522 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1530 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1535 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1550 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1551 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1605 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1611 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1621 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1631 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1635 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1651 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1651 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1705 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1711 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1721 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1731 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1735 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1751 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1751 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1805 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1811 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1821 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND EVENING 06:OOPM-07:59PM 1832 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1835 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1907 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1915 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND EVENING 06:OOPM-07:59PM 1927 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1937 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND EVENING 06:OOPM-07:59PM 1955 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2007 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2032 00426 NE 61 ST & BISCAYNE BLVD 0.2 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2037 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2044 00426 NE 61 ST & BISCAYNE BLVD 1.3 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2109 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2126 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2132 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2206 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2215 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2232 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2246 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2315 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2316 00426 NE 61 ST & BISCAYNE BLVD 0.5 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2332 00426 NE 61 ST & BISCAYNE BLVD 0.0 Route 62 West ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 62 INBOUND EARLY AM 02:45AM-05:59AM 0545 07637 NE 62 ST & BISCAYNE BLVD 3.2 62 INBOUND EARLY AM 02:45AM-05:59AM 0551 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND AM PEAK 06:00AM-08:30AM 0615 07637 NE 62 ST & BISCAYNE BLVD 4.9 62 INBOUND AM PEAK 06:00AM-08:30AM 0621 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND AM PEAK 06:00AM-08:30AM 0645 07637 NE 62 ST & BISCAYNE BLVD 6.5 62 INBOUND AM PEAK 06:00AM-08:30AM 0649 07637 NE 62 ST & BISCAYNE BLVD 0.5 62 INBOUND AM PEAK 06:00AM-08:30AM 0651 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND AM PEAK 06:OOAM-08:30AM 0715 07637 NE 62 ST & BISCAYNE BLVD 2.8 62 INBOUND AM PEAK 06:OOAM-08:30AM 0719 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND AM PEAK 06:OOAM-08:30AM 0719 07637 NE 62 ST & BISCAYNE BLVD 1.5 62 INBOUND AM PEAK 06:OOAM-08:30AM 0739 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND AM PEAK 06:OOAM-08:30AM 0745 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND AM PEAK 06:OOAM-08:30AM 0749 07637 NE 62 ST & BISCAYNE BLVD 0.7 62 INBOUND AM PEAK 06:OOAM-08:30AM 0759 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND AM PEAK 06:OOAM-08:30AM 0815 07637 NE 62 ST & BISCAYNE BLVD 2.7 62 INBOUND AM PEAK 06:OOAM-08:30AM 0819 07637 NE 62 ST & BISCAYNE BLVD 2.5 62 INBOUND AM PEAK 06:OOAM-08:30AM 0819 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0839 07637 NE 62 ST & BISCAYNE BLVD 4.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0845 07637 NE 62 ST & BISCAYNE BLVD 2.8 62 INBOUND MIDDAY 08:30AM-02:59PM 0849 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0859 07637 NE 62 ST & BISCAYNE BLVD 5.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0915 07637 NE 62 ST & BISCAYNE BLVD 2.1 62 INBOUND MIDDAY 08:30AM-02:59PM 0919 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND MIDDAY 08:30AM-02:59PM 0919 07637 NE 62 ST & BISCAYNE BLVD 0.3 62 INBOUND MIDDAY 08:30AM-02:59PM 0939 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0945 07637 NE 62 ST & BISCAYNE BLVD 3.1 62 INBOUND MIDDAY 08:30AM-02:59PM 0949 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND MIDDAY 08:30AM-02:59PM 0959 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1015 07637 NE 62 ST & BISCAYNE BLVD 3.7 62 INBOUND MIDDAY 08:30AM-02:59PM 1019 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1019 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1039 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1045 07637 NE 62 ST & BISCAYNE BLVD 4.4 62 INBOUND MIDDAY 08:30AM-02:59PM 1049 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1059 07637 NE 62 ST & BISCAYNE BLVD 5.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1115 07637 NE 62 ST & BISCAYNE BLVD 3.5 62 INBOUND MIDDAY 08:30AM-02:59PM 1119 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1119 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1139 07637 NE 62 ST & BISCAYNE BLVD 4.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1145 07637 NE 62 ST & BISCAYNE BLVD 3.5 62 INBOUND MIDDAY 08:30AM-02:59PM 1149 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1159 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1215 07637 NE 62 ST & BISCAYNE BLVD 4.6 62 INBOUND MIDDAY 08:30AM-02:59PM 1219 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1219 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1239 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1245 07637 NE 62 ST & BISCAYNE BLVD 10.8 62 INBOUND MIDDAY 08:30AM-02:59PM 1249 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND MIDDAY 08:30AM-02:59PM 1259 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1315 07637 NE 62 ST & BISCAYNE BLVD 2.7 62 INBOUND MIDDAY 08:30AM-02:59PM 1319 07637 NE 62 ST & BISCAYNE BLVD 2.5 62 INBOUND MIDDAY 08:30AM-02:59PM 1319 07637 NE 62 ST & BISCAYNE BLVD 4.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1339 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND MIDDAY 08:30AM-02:59PM 1345 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1349 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1359 07637 NE 62 ST & BISCAYNE BLVD 4.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1415 07637 NE 62 ST & BISCAYNE BLVD 2.7 62 INBOUND MIDDAY 08:30AM-02:59PM 1419 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1419 07637 NE 62 ST & BISCAYNE BLVD 4.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1439 07637 NE 62 ST & BISCAYNE BLVD 3.5 62 INBOUND MIDDAY 08:30AM-02:59PM 1445 07637 NE 62 ST & BISCAYNE BLVD 1.8 62 INBOUND MIDDAY 08:30AM-02:59PM 1449 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1459 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND PM PEAK 03:OOPM-05:59PM 1515 07637 NE 62 ST & BISCAYNE BLVD 3.1 62 INBOUND PM PEAK 03:OOPM-05:59PM 1519 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND PM PEAK 03:OOPM-05:59PM 1519 07637 NE 62 ST & BISCAYNE BLVD 6.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1539 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1545 07637 NE 62 ST & BISCAYNE BLVD 2.4 62 INBOUND PM PEAK 03:OOPM-05:59PM 1549 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1559 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1615 07637 NE 62 ST & BISCAYNE BLVD 1.9 62 INBOUND PM PEAK 03:OOPM-05:59PM 1619 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1619 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1639 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1645 07637 NE 62 ST & BISCAYNE BLVD 4.2 62 INBOUND PM PEAK 03:OOPM-05:59PM 1649 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1659 07637 NE 62 ST & BISCAYNE BLVD 2.7 62 INBOUND PM PEAK 03:OOPM-05:59PM 1715 07637 NE 62 ST & BISCAYNE BLVD 4.1 62 INBOUND PM PEAK 03:OOPM-05:59PM 1719 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND PM PEAK 03:OOPM-05:59PM 1719 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND PM PEAK 03:OOPM-05:59PM 1739 07637 NE 62 ST & BISCAYNE BLVD 3.5 62 INBOUND PM PEAK 03:OOPM-05:59PM 1745 07637 NE 62 ST & BISCAYNE BLVD 2.4 62 INBOUND PM PEAK 03:OOPM-05:59PM 1749 07637 NE 62 ST & BISCAYNE BLVD 5.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1759 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND EVENING 06:OOPM-07:59PM 1815 07637 NE 62 ST & BISCAYNE BLVD 5.2 62 INBOUND EVENING 06:OOPM-07:59PM 1819 07637 NE 62 ST & BISCAYNE BLVD 2.7 62 INBOUND EVENING 06:OOPM-07:59PM 1819 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND EVENING 06:OOPM-07:59PM 1839 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND EVENING 06:OOPM-07:59PM 1845 07637 NE 62 ST & BISCAYNE BLVD 2.4 62 INBOUND EVENING 06:OOPM-07:59PM 1849 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND EVENING 06:OOPM-07:59PM 1859 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND EVENING 06:OOPM-07:59PM 1915 07637 NE 62 ST & BISCAYNE BLVD 1.5 62 INBOUND EVENING 06:OOPM-07:59PM 1919 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND EVENING 06:OOPM-07:59PM 1919 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND EVENING 06:OOPM-07:59PM 1949 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND EVENING 06:OOPM-07:59PM 1959 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2015 07637 NE 62 ST & BISCAYNE BLVD 3.1 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2019 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2039 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2049 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2115 07637 NE 62 ST & BISCAYNE BLVD 1.9 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2119 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2144 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2159 07637 NE 62 ST & BISCAYNE BLVD 0.7 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2215 07637 NE 62 ST & BISCAYNE BLVD 1.6 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2239 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2244 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2315 07637 NE 62 ST & BISCAYNE BLVD 1.9 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2319 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2359 07637 NE 62 ST & BISCAYNE BLVD 0.0 Route 79 East ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 79 OUTBOUND EARLY AM 02:45AM-05:59AM 0545 00706 NE 79 ST & BISCAYNE BLVD 15.5 79 OUTBOUND AM PEAK 06:00AM-08:30AM 0618 00706 NE 79 ST & BISCAYNE BLVD 9.8 79 OUTBOUND AM PEAK 06:00AM-08:30AM 0642 00706 NE 79 ST & BISCAYNE BLVD 17.9 79 OUTBOUND AM PEAK 06:00AM-08:30AM 0706 00706 NE 79 ST & BISCAYNE BLVD 12.2 79 OUTBOUND AM PEAK 06:00AM-08:30AM 0730 00706 NE 79 ST & BISCAYNE BLVD 22.0 79 OUTBOUND AM PEAK 06:00AM-08:30AM 0754 00706 NE 79 ST & BISCAYNE BLVD 13.2 48.0 79 OUTBOUND AM PEAK 06:00AM-08:30AM 0818 00706 NE 79 ST & BISCAYNE BLVD 6.5 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1556 00706 NE 79 ST & BISCAYNE BLVD 7.9 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1618 00706 NE 79 ST & BISCAYNE BLVD 5.7 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1642 00706 NE 79 ST & BISCAYNE BLVD 8.8 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1706 00706 NE 79 ST & BISCAYNE BLVD 10.9 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1730 00706 NE 79 ST & BISCAYNE BLVD 6.3 26.0 Route 79 West ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 79 INBOUND AM PEAK 06:00AM-08:30AM 0605 00712 NE 79 ST & BISCAYNE BLVD 7.6 79 INBOUND AM PEAK 06:00AM-08:30AM 0635 00712 NE 79 ST & BISCAYNE BLVD 4.5 79 INBOUND AM PEAK 06:00AM-08:30AM 0700 00712 NE 79 ST & BISCAYNE BLVD 5.3 79 INBOUND AM PEAK 06:00AM-08:30AM 0723 00712 NE 79 ST & BISCAYNE BLVD 5.6 79 INBOUND AM PEAK 06:00AM-08:30AM 0747 00712 NE 79 ST & BISCAYNE BLVD 3.8 79 INBOUND PM PEAK 03:00PM-05:59PM 1530 00712 NE 79 ST & BISCAYNE BLVD 6.8 79 INBOUND PM PEAK 03:00PM-05:59PM 1554 00712 NE 79 ST & BISCAYNE BLVD 5.1 79 INBOUND PM PEAK 03:OOPM-05:59PM 1618 00712 NE 79 ST & BISCAYNE BLVD 7.8 79 INBOUND PM PEAK 03:OOPM-05:59PM 1642 00712 NE 79 ST & BISCAYNE BLVD 9.1 79 INBOUND PM PEAK 03:OOPM-05:59PM 1706 00712 NE 79 ST & BISCAYNE BLVD 13.5 79 INBOUND PM PEAK 03:OOPM-05:59PM 1730 00712 NE 79 ST & BISCAYNE BLVD 15.2 79 INBOUND PM PEAK 03:OOPM-05:59PM 1754 00712 NE 79 ST & BISCAYNE BLVD 8.9 79 INBOUND EVENING 06:OOPM-07:59PM 1818 00712 NE 79 ST & BISCAYNE BLVD 3.7 38.0 Route 93 North ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 93 INBOUND EARLY AM 02:45AM-05:59AM 0524 00044 BISCAYNE BLVD & NE 79 ST 16.9 93 INBOUND EARLY AM 02:45AM-05:59AM 0544 00044 BISCAYNE BLVD & NE 79 ST 12.0 93 INBOUND AM PEAK 06:OOAM-08:30AM 0600 00044 BISCAYNE BLVD & NE 79 ST 20.3 93 INBOUND AM PEAK 06:OOAM-08:30AM 0615 00044 BISCAYNE BLVD & NE 79 ST 28.0 93 INBOUND AM PEAK 06:OOAM-08:30AM 0630 00044 BISCAYNE BLVD & NE 79 ST 31.3 93 INBOUND AM PEAK 06:OOAM-08:30AM 0645 00044 BISCAYNE BLVD & NE 79 ST 32.5 93 INBOUND AM PEAK 06:OOAM-08:30AM 0700 00044 BISCAYNE BLVD & NE 79 ST 24.3 93 INBOUND AM PEAK 06:OOAM-08:30AM 0715 00044 BISCAYNE BLVD & NE 79 ST 24.5 93 INBOUND AM PEAK 06:OOAM-08:30AM 0730 00044 BISCAYNE BLVD & NE 79 ST 35.3 93 INBOUND AM PEAK 06:OOAM-08:30AM 0745 00044 BISCAYNE BLVD & NE 79 ST 25.3 93 INBOUND AM PEAK 06:OOAM-08:30AM 0800 00044 BISCAYNE BLVD & NE 79 ST 21.0 93 INBOUND AM PEAK 06:OOAM-08:30AM 0818 00044 BISCAYNE BLVD & NE 79 ST 19.5 93 INBOUND MIDDAY 08:30AM-02:59PM 0836 00044 BISCAYNE BLVD & NE 79 ST 16.7 93 INBOUND MIDDAY 08:30AM-02:59PM 0854 00044 BISCAYNE BLVD & NE 79 ST 20.0 93 INBOUND MIDDAY 08:30AM-02:59PM 0912 00044 BISCAYNE BLVD & NE 79 ST 21.6 93 INBOUND MIDDAY 08:30AM-02:59PM 0930 00044 BISCAYNE BLVD & NE 79 ST 14.3 93 INBOUND MIDDAY 08:30AM-02:59PM 0948 00044 BISCAYNE BLVD & NE 79 ST 25.0 93 INBOUND MIDDAY 08:30AM-02:59PM 1006 00044 BISCAYNE BLVD & NE 79 ST 8.3 93 INBOUND MIDDAY 08:30AM-02:59PM 1030 00044 BISCAYNE BLVD & NE 79 ST 32.6 93 INBOUND MIDDAY 08:30AM-02:59PM 1100 00044 BISCAYNE BLVD & NE 79 ST 25.3 93 INBOUND MIDDAY 08:30AM-02:59PM 1130 00044 BISCAYNE BLVD & NE 79 ST 22.7 93 INBOUND MIDDAY 08:30AM-02:59PM 1200 00044 BISCAYNE BLVD & NE 79 ST 35.2 93 INBOUND MIDDAY 08:30AM-02:59PM 1230 00044 BISCAYNE BLVD & NE 79 ST 24.0 93 INBOUND MIDDAY 08:30AM-02:59PM 1300 00044 BISCAYNE BLVD & NE 79 ST 30.6 93 INBOUND MIDDAY 08:30AM-02:59PM 1330 00044 BISCAYNE BLVD & NE 79 ST 32.3 93 INBOUND MIDDAY 08:30AM-02:59PM 1400 00044 BISCAYNE BLVD & NE 79 ST 33.0 93 INBOUND MIDDAY 08:30AM-02:59PM 1415 00044 BISCAYNE BLVD & NE 79 ST 21.7 93 INBOUND MIDDAY 08:30AM-02:59PM 1430 00044 BISCAYNE BLVD & NE 79 ST 26.6 93 INBOUND MIDDAY 08:30AM-02:59PM 1445 00044 BISCAYNE BLVD & NE 79 ST 22.8 93 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00044 BISCAYNE BLVD & NE 79 ST 31.8 93 INBOUND PM PEAK 03:OOPM-05:59PM 1515 00044 BISCAYNE BLVD & NE 79 ST 25.7 93 INBOUND PM PEAK 03:OOPM-05:59PM 1530 00044 BISCAYNE BLVD & NE 79 ST 22.4 93 INBOUND PM PEAK 03:OOPM-05:59PM 1545 00044 BISCAYNE BLVD & NE 79 ST 27.9 93 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00044 BISCAYNE BLVD & NE 79 ST 22.7 93 INBOUND PM PEAK 03:OOPM-05:59PM 1615 00044 BISCAYNE BLVD & NE 79 ST 29.3 93 INBOUND PM PEAK 03:OOPM-05:59PM 1630 00044 BISCAYNE BLVD & NE 79 ST 30.3 93 INBOUND PM PEAK 03:OOPM-05:59PM 1645 00044 BISCAYNE BLVD & NE 79 ST 30.4 93 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00044 BISCAYNE BLVD & NE 79 ST 21.3 93 INBOUND PM PEAK 03:OOPM-05:59PM 1715 00044 BISCAYNE BLVD & NE 79 ST 19.8 93 INBOUND PM PEAK 03:OOPM-05:59PM 1730 00044 BISCAYNE BLVD & NE 79 ST 18.0 93 INBOUND PM PEAK 03:OOPM-05:59PM 1745 00044 BISCAYNE BLVD & NE 79 ST 26.1 93 INBOUND EVENING 06:OOPM-07:59PM 1800 00044 BISCAYNE BLVD & NE 79 ST 15.7 93 INBOUND EVENING 06:OOPM-07:59PM 1815 00044 BISCAYNE BLVD & NE 79 ST 26.5 93 INBOUND EVENING 06:OOPM-07:59PM 1830 00044 BISCAYNE BLVD & NE 79 ST 14.1 93 INBOUND EVENING 06:OOPM-07:59PM 1845 00044 BISCAYNE BLVD & NE 79 ST 9.6 93 INBOUND EVENING 06:OOPM-07:59PM 1905 00044 BISCAYNE BLVD & NE 79 ST 20.6 93 INBOUND EVENING 06:OOPM-07:59PM 1925 00044 BISCAYNE BLVD & NE 79 ST 12.5 131.0 135.0 Route 93 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 93 OUTBOUND EARLY AM 02:45AM-05:59AM 0545 00037 BISCAYNE BLVD & NE 79 ST 37.8 93 OUTBOUND EARLY AM 02:45AM-05:59AM 0555 00037 BISCAYNE BLVD & NE 79 ST 12.3 93 OUTBOUND AM PEAK 06:00AM-08:30AM 0609 00037 BISCAYNE BLVD & NE 79 ST 30.0 93 OUTBOUND AM PEAK 06:00AM-08:30AM 0622 00037 BISCAYNE BLVD & NE 79 ST 38.0 93 OUTBOUND AM PEAK 06:00AM-08:30AM 0635 00037 BISCAYNE BLVD & NE 79 ST 31.8 93 OUTBOUND AM PEAK 06:00AM-08:30AM 0648 00037 BISCAYNE BLVD & NE 79 ST 40.8 93 OUTBOUND AM PEAK 06:00AM-08:30AM 0706 00037 BISCAYNE BLVD & NE 79 ST 26.8 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0723 00037 BISCAYNE BLVD & NE 79 ST 30.7 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0741 00037 BISCAYNE BLVD & NE 79 ST 32.3 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0759 00037 BISCAYNE BLVD & NE 79 ST 29.7 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0818 00037 BISCAYNE BLVD & NE 79 ST 15.7 93 OUTBOUND MIDDAY 08:30AM-02:59PM 0838 00037 BISCAYNE BLVD & NE 79 ST 25.5 93 OUTBOUND MIDDAY 08:30AM-02:59PM 0856 00037 BISCAYNE BLVD & NE 79 ST 20.6 93 OUTBOUND MIDDAY 08:30AM-02:59PM 0920 00037 BISCAYNE BLVD & NE 79 ST 18.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 0949 00037 BISCAYNE BLVD & NE 79 ST 19.5 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1020 00037 BISCAYNE BLVD & NE 79 ST 26.7 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1049 00037 BISCAYNE BLVD & NE 79 ST 22.5 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1118 00037 BISCAYNE BLVD & NE 79 ST 15.0 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1147 00037 BISCAYNE BLVD & NE 79 ST 20.6 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1216 00037 BISCAYNE BLVD & NE 79 ST 28.6 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1246 00037 BISCAYNE BLVD & NE 79 ST 22.2 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1300 00037 BISCAYNE BLVD & NE 79 ST 16.7 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1315 00037 BISCAYNE BLVD & NE 79 ST 14.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1330 00037 BISCAYNE BLVD & NE 79 ST 17.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1343 00037 BISCAYNE BLVD & NE 79 ST 10.3 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1356 00037 BISCAYNE BLVD & NE 79 ST 17.0 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1411 00037 BISCAYNE BLVD & NE 79 ST 16.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00037 BISCAYNE BLVD & NE 79 ST 24.0 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1442 00037 BISCAYNE BLVD & NE 79 ST 21.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1457 00037 BISCAYNE BLVD & NE 79 ST 20.4 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1512 00037 BISCAYNE BLVD & NE 79 ST 21.4 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1527 00037 BISCAYNE BLVD & NE 79 ST 26.0 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1542 00037 BISCAYNE BLVD & NE 79 ST 16.3 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1557 00037 BISCAYNE BLVD & NE 79 ST 27.4 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1612 00037 BISCAYNE BLVD & NE 79 ST 30.2 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1627 00037 BISCAYNE BLVD & NE 79 ST 28.4 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1642 00037 BISCAYNE BLVD & NE 79 ST 7.7 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1700 00037 BISCAYNE BLVD & NE 79 ST 28.6 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1716 00037 BISCAYNE BLVD & NE 79 ST 18.4 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1732 00037 BISCAYNE BLVD & NE 79 ST 16.7 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1753 00037 BISCAYNE BLVD & NE 79 ST 16.7 93 OUTBOUND EVENING 06:OOPM-07:59PM 1815 00037 BISCAYNE BLVD & NE 79 ST 13.3 104.01 84.01 Route 112 E ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0449 00706 NE 79 ST & BISCAYNE BLVD 22.6 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0510 00706 NE 79 ST & BISCAYNE BLVD 26.0 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0514 00706 NE 79 ST & BISCAYNE BLVD 20.0 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0514 00706 NE 79 ST & BISCAYNE BLVD 22.0 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0531 00706 NE 79 ST & BISCAYNE BLVD 44.6 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0539 00706 NE 79 ST & BISCAYNE BLVD 21.7 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0547 00706 NE 79 ST & BISCAYNE BLVD 34.2 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0548 00706 NE 79 ST & BISCAYNE BLVD 59.0 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0550 00706 NE 79 ST & BISCAYNE BLVD 38.0 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0552 00706 NE 79 ST & BISCAYNE BLVD 18.5 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0557 00706 NE 79 ST & BISCAYNE BLVD 29.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0609 00706 NE 79 ST & BISCAYNE BLVD 36.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0617 00706 NE 79 ST & BISCAYNE BLVD 33.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0618 00706 NE 79 ST & BISCAYNE BLVD 31.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0619 00706 NE 79 ST & BISCAYNE BLVD 36.5 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0623 00706 NE 79 ST & BISCAYNE BLVD 31.7 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0629 00706 NE 79 ST & BISCAYNE BLVD 29.5 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0631 00706 NE 79 ST & BISCAYNE BLVD 38.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0631 00706 NE 79 ST & BISCAYNE BLVD 46.3 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0638 00706 NE 79 ST & BISCAYNE BLVD 38.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0647 00706 NE 79 ST & BISCAYNE BLVD 48.2 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0652 00706 NE 79 ST & BISCAYNE BLVD 63.7 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0656 00706 NE 79 ST & BISCAYNE BLVD 43.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0657 00706 NE 79 ST & BISCAYNE BLVD 57.7 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0659 00706 NE 79 ST & BISCAYNE BLVD 56.5 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0708 00706 NE 79 ST & BISCAYNE BLVD 48.4 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0724 00706 NE 79 ST & BISCAYNE BLVD 59.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0727 00706 NE 79 ST & BISCAYNE BLVD 75.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0729 00706 NE 79 ST & BISCAYNE BLVD 24.6 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0730 00706 NE 79 ST & BISCAYNE BLVD 26.3 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0734 00706 NE 79 ST & BISCAYNE BLVD 50.7 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0738 00706 NE 79 ST & BISCAYNE BLVD 56.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0738 00706 NE 79 ST & BISCAYNE BLVD 40.3 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0752 00706 NE 79 ST & BISCAYNE BLVD 18.6 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0754 00706 NE 79 ST & BISCAYNE BLVD 23.8 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0802 00706 NE 79 ST & BISCAYNE BLVD 44.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0805 00706 NE 79 ST & BISCAYNE BLVD 16.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0811 00706 NE 79 ST & BISCAYNE BLVD 26.3 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0817 00706 NE 79 ST & BISCAYNE BLVD 22.4 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0820 00706 NE 79 ST & BISCAYNE BLVD 28.4 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0829 00706 NE 79 ST & BISCAYNE BLVD 31.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0834 00706 NE 79 ST & BISCAYNE BLVD 25.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0838 00706 NE 79 ST & BISCAYNE BLVD 36.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0844 00706 NE 79 ST & BISCAYNE BLVD 15.4 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0846 00706 NE 79 ST & BISCAYNE BLVD 20.4 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0848 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0902 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0904 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0913 00706 NE 79 ST & BISCAYNE BLVD 14.1 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0916 00706 NE 79 ST & BISCAYNE BLVD 19.5 512.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0922 00706 NE 79 ST & BISCAYNE BLVD 21.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0928 00706 NE 79 ST & BISCAYNE BLVD 21.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0932 00706 NE 79 ST & BISCAYNE BLVD 18.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0934 00706 NE 79 ST & BISCAYNE BLVD 18.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0943 00706 NE 79 ST & BISCAYNE BLVD 14.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0946 00706 NE 79 ST & BISCAYNE BLVD 17.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1002 00706 NE 79 ST & BISCAYNE BLVD 19.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1002 00706 NE 79 ST & BISCAYNE BLVD 22.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1004 00706 NE 79 ST & BISCAYNE BLVD 23.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1013 00706 NE 79 ST & BISCAYNE BLVD 11.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1016 00706 NE 79 ST & BISCAYNE BLVD 14.6 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1032 00706 NE 79 ST & BISCAYNE BLVD 14.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1034 00706 NE 79 ST & BISCAYNE BLVD 26.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1037 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1043 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1046 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1048 00706 NE 79 ST & BISCAYNE BLVD 13.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1058 00706 NE 79 ST & BISCAYNE BLVD 13.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1113 00706 NE 79 ST & BISCAYNE BLVD 14.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1116 00706 NE 79 ST & BISCAYNE BLVD 19.6 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1117 00706 NE 79 ST & BISCAYNE BLVD 23.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1128 00706 NE 79 ST & BISCAYNE BLVD 24.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1128 00706 NE 79 ST & BISCAYNE BLVD 16.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1132 00706 NE 79 ST & BISCAYNE BLVD 21.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1143 00706 NE 79 ST & BISCAYNE BLVD 15.1 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1146 00706 NE 79 ST & BISCAYNE BLVD 20.9 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1202 00706 NE 79 ST & BISCAYNE BLVD 9.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1202 00706 NE 79 ST & BISCAYNE BLVD 9.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1204 00706 NE 79 ST & BISCAYNE BLVD 27.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1208 00706 NE 79 ST & BISCAYNE BLVD 27.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1213 00706 NE 79 ST & BISCAYNE BLVD 12.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1216 00706 NE 79 ST & BISCAYNE BLVD 18.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1232 00706 NE 79 ST & BISCAYNE BLVD 13.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1234 00706 NE 79 ST & BISCAYNE BLVD 37.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1242 00706 NE 79 ST & BISCAYNE BLVD 26.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1243 00706 NE 79 ST & BISCAYNE BLVD 28.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1246 00706 NE 79 ST & BISCAYNE BLVD 32.9 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1248 00706 NE 79 ST & BISCAYNE BLVD 24.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1302 00706 NE 79 ST & BISCAYNE BLVD 27.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1304 00706 NE 79 ST & BISCAYNE BLVD 37.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1314 00706 NE 79 ST & BISCAYNE BLVD 20.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1317 00706 NE 79 ST & BISCAYNE BLVD 29.4 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1322 00706 NE 79 ST & BISCAYNE BLVD 25.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1332 00706 NE 79 ST & BISCAYNE BLVD 32.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1334 00706 NE 79 ST & BISCAYNE BLVD 21.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1345 00706 NE 79 ST & BISCAYNE BLVD 22.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1345 00706 NE 79 ST & BISCAYNE BLVD 19.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1402 00706 NE 79 ST & BISCAYNE BLVD 33.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1402 00706 NE 79 ST & BISCAYNE BLVD 25.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1408 00706 NE 79 ST & BISCAYNE BLVD 35.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1414 00706 NE 79 ST & BISCAYNE BLVD 12.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1419 00706 NE 79 ST & BISCAYNE BLVD 15.9 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1419 00706 NE 79 ST & BISCAYNE BLVD 22.4 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1432 00706 NE 79 ST & BISCAYNE BLVD 27.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1434 00706 NE 79 ST & BISCAYNE BLVD 33.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1442 00706 NE 79 ST & BISCAYNE BLVD 5.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1443 00706 NE 79 ST & BISCAYNE BLVD 20.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1443 00706 NE 79 ST & BISCAYNE BLVD 20.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1447 00706 NE 79 ST & BISCAYNE BLVD 14.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1501 00706 NE 79 ST & BISCAYNE BLVD 20.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1504 00706 NE 79 ST & BISCAYNE BLVD 24.7 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1507 00706 NE 79 ST & BISCAYNE BLVD 12.3 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1508 00706 NE 79 ST & BISCAYNE BLVD 22.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1521 00706 NE 79 ST & BISCAYNE BLVD 25.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1528 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1531 00706 NE 79 ST & BISCAYNE BLVD 26.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1532 00706 NE 79 ST & BISCAYNE BLVD 6.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1533 00706 NE 79 ST & BISCAYNE BLVD 17.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1533 00706 NE 79 ST & BISCAYNE BLVD 18.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1555 00706 NE 79 ST & BISCAYNE BLVD 22.1 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1556 00706 NE 79 ST & BISCAYNE BLVD 10.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1603 00706 NE 79 ST & BISCAYNE BLVD 26.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1604 00706 NE 79 ST & BISCAYNE BLVD 8.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1604 00706 NE 79 ST & BISCAYNE BLVD 12.7 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1610 00706 NE 79 ST & BISCAYNE BLVD 11.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1619 00706 NE 79 ST & BISCAYNE BLVD 17.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1620 00706 NE 79 ST & BISCAYNE BLVD 14.3 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1634 00706 NE 79 ST & BISCAYNE BLVD 6.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1634 00706 NE 79 ST & BISCAYNE BLVD 8.3 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1643 00706 NE 79 ST & BISCAYNE BLVD 21.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1643 00706 NE 79 ST & BISCAYNE BLVD 10.7 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1644 00706 NE 79 ST & BISCAYNE BLVD 12.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1704 00706 NE 79 ST & BISCAYNE BLVD 23.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1707 00706 NE 79 ST & BISCAYNE BLVD 15.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1708 00706 NE 79 ST & BISCAYNE BLVD 11.7 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1723 00706 NE 79 ST & BISCAYNE BLVD 24.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1730 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1732 00706 NE 79 ST & BISCAYNE BLVD 16.3 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1733 00706 NE 79 ST & BISCAYNE BLVD 13.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1734 00706 NE 79 ST & BISCAYNE BLVD 10.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1734 00706 NE 79 ST & BISCAYNE BLVD 8.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1756 00706 NE 79 ST & BISCAYNE BLVD 11.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1757 00706 NE 79 ST & BISCAYNE BLVD 14.2 112 OUTBOUND EVENING 06:OOPM-07:59PM 1803 00706 NE 79 ST & BISCAYNE BLVD 15.5 112 OUTBOUND EVENING 06:OOPM-07:59PM 1805 00706 NE 79 ST & BISCAYNE BLVD 8.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1817 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1825 00706 NE 79 ST & BISCAYNE BLVD 15.9 112 OUTBOUND EVENING 06:OOPM-07:59PM 1830 00706 NE 79 ST & BISCAYNE BLVD 10.5 112 OUTBOUND EVENING 06:OOPM-07:59PM 1833 00706 NE 79 ST & BISCAYNE BLVD 22.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1835 00706 NE 79 ST & BISCAYNE BLVD 14.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1856 00706 NE 79 ST & BISCAYNE BLVD 11.8 112 OUTBOUND EVENING 06:OOPM-07:59PM 1902 00706 NE 79 ST & BISCAYNE BLVD 18.4 112 OUTBOUND EVENING 06:OOPM-07:59PM 1906 00706 NE 79 ST & BISCAYNE BLVD 22.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1913 00706 NE 79 ST & BISCAYNE BLVD 13.0 184.0 112 OUTBOUND EVENING 06:00PM-07:59PM 1930 00706 NE 79 ST & BISCAYNE BLVD 9.3 112 OUTBOUND EVENING 06:00PM-07:59PM 1941 00706 NE 79 ST & BISCAYNE BLVD 17.5 112 OUTBOUND EVENING 06:00PM-07:59PM 1943 00706 NE 79 ST & BISCAYNE BLVD 13.0 112 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2008 00706 NE 79 ST & BISCAYNE BLVD 20.0 112 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2019 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2045 00706 NE 79 ST & BISCAYNE BLVD 19.4 112 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2048 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2106 00706 NE 79 ST & BISCAYNE BLVD 24.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2111 00706 NE 79 ST & BISCAYNE BLVD 25.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2123 00706 NE 79 ST & BISCAYNE BLVD 30.4 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2143 00706 NE 79 ST & BISCAYNE BLVD 15.7 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2144 00706 NE 79 ST & BISCAYNE BLVD 20.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2145 00706 NE 79 ST & BISCAYNE BLVD 9.8 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2201 00706 NE 79 ST & BISCAYNE BLVD 10.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2221 00706 NE 79 ST & BISCAYNE BLVD 14.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2225 00706 NE 79 ST & BISCAYNE BLVD 19.4 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2236 00706 NE 79 ST & BISCAYNE BLVD 5.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2301 00706 NE 79 ST & BISCAYNE BLVD 9.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2305 00706 NE 79 ST & BISCAYNE BLVD 12.9 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2333 00706 NE 79 ST & BISCAYNE BLVD 2.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2337 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2351 00706 NE 79 ST & BISCAYNE BLVD 7.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2408 00706 NE 79 ST & BISCAYNE BLVD 8.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2438 00706 NE 79 ST & BISCAYNE BLVD 7.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2439 00706 NE 79 ST & BISCAYNE BLVD 3.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00706 NE 79 ST & BISCAYNE BLVD 6.2 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2538 00706 NE 79 ST & BISCAYNE BLVD 7.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2539 00706 NE 79 ST & BISCAYNE BLVD 3.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2540 00706 NE 79 ST & BISCAYNE BLVD 4.6 Route 112 W ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 112 INBOUND EARLY AM 02:45AM-05:59AM 0438 00712 NE 79 ST &BISCAYNE BLVD 15.0 112 INBOUND EARLY AM 02:45AM-05:59AM 0438 00712 NE 79 ST & BISCAYNE BLVD 8.5 112 INBOUND EARLY AM 02:45AM-05:59AM 0438 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND EARLY AM 02:45AM-05:59AM 0517 00712 NE 79 ST & BISCAYNE BLVD 2.0 112 INBOUND EARLY AM 02:45AM-05:59AM 0518 00712 NE 79 ST & BISCAYNE BLVD 15.0 112 INBOUND EARLY AM 02:45AM-05:59AM 0520 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND EARLY AM 02:45AM-05:59AM 0527 00712 NE 79 ST & BISCAYNE BLVD 12.5 112 INBOUND EARLY AM 02:45AM-05:59AM 0531 00712 NE 79 ST & BISCAYNE BLVD 3.0 112 INBOUND EARLY AM 02:45AM-05:59AM 0542 00712 NE 79 ST & BISCAYNE BLVD 18.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0604 00712 NE 79 ST & BISCAYNE BLVD 5.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0605 00712 NE 79 ST & BISCAYNE BLVD 19.7 112 INBOUND AM PEAK 06:OOAM-08:30AM 0606 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0611 00712 NE 79 ST & BISCAYNE BLVD 9.5 112 INBOUND AM PEAK 06:OOAM-08:30AM 0621 00712 NE 79 ST & BISCAYNE BLVD 18.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0622 00712 NE 79 ST & BISCAYNE BLVD 11.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0634 00712 NE 79 ST & BISCAYNE BLVD 14.4 112 INBOUND AM PEAK 06:OOAM-08:30AM 0637 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0639 00712 NE 79 ST & BISCAYNE BLVD 3.7 112 INBOUND AM PEAK 06:OOAM-08:30AM 0643 00712 NE 79 ST & BISCAYNE BLVD 4.4 112 INBOUND AM PEAK 06:OOAM-08:30AM 0646 00712 NE 79 ST & BISCAYNE BLVD 10.8 112 INBOUND AM PEAK 06:OOAM-08:30AM 0651 00712 NE 79 ST & BISCAYNE BLVD 19.5 112 INBOUND AM PEAK 06:OOAM-08:30AM 0657 00712 NE 79 ST & BISCAYNE BLVD 17.7 112 INBOUND AM PEAK 06:OOAM-08:30AM 0658 00712 NE 79 ST & BISCAYNE BLVD 13.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0706 00712 NE 79 ST & BISCAYNE BLVD 7.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0710 00712 NE 79 ST & BISCAYNE BLVD 10.6 112 INBOUND AM PEAK 06:OOAM-08:30AM 0717 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0721 00712 NE 79 ST & BISCAYNE BLVD 14.5 112 INBOUND AM PEAK 06:OOAM-08:30AM 0722 00712 NE 79 ST & BISCAYNE BLVD 12.2 112 INBOUND AM PEAK 06:OOAM-08:30AM 0734 00712 NE 79 ST & BISCAYNE BLVD 11.7 112 INBOUND AM PEAK 06:OOAM-08:30AM 0736 00712 NE 79 ST & BISCAYNE BLVD 15.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0737 00712 NE 79 ST & BISCAYNE BLVD 9.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0746 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0751 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0757 00712 NE 79 ST & BISCAYNE BLVD 10.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0758 00712 NE 79 ST & BISCAYNE BLVD 11.9 112 INBOUND AM PEAK 06:OOAM-08:30AM 0806 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0810 00712 NE 79 ST & BISCAYNE BLVD 13.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0821 00712 NE 79 ST & BISCAYNE BLVD 12.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0822 00712 NE 79 ST & BISCAYNE BLVD 10.3 112 INBOUND MIDDAY 08:30AM-02:59PM 0834 00712 NE 79 ST & BISCAYNE BLVD 8.5 112 INBOUND MIDDAY 08:30AM-02:59PM 0836 00712 NE 79 ST & BISCAYNE BLVD 6.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0837 00712 NE 79 ST & BISCAYNE BLVD 4.7 112 INBOUND MIDDAY 08:30AM-02:59PM 0846 00712 NE 79 ST & BISCAYNE BLVD 10.3 112 INBOUND MIDDAY 08:30AM-02:59PM 0851 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0857 00712 NE 79 ST & BISCAYNE BLVD 13.7 112 INBOUND MIDDAY 08:30AM-02:59PM 0858 00712 NE 79 ST & BISCAYNE BLVD 8.6 112 INBOUND MIDDAY 08:30AM-02:59PM 0906 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0910 00712 NE 79 ST & BISCAYNE BLVD 10.1 112 INBOUND MIDDAY 08:30AM-02:59PM 0917 00712 NE 79 ST & BISCAYNE BLVD 12.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0922 00712 NE 79 ST & BISCAYNE BLVD 7.6 112 INBOUND MIDDAY 08:30AM-02:59PM 0934 00712 NE 79 ST & BISCAYNE BLVD 9.9 112 INBOUND MIDDAY 08:30AM-02:59PM 0936 00712 NE 79 ST & BISCAYNE BLVD 10.5 112 INBOUND MIDDAY 08:30AM-02:59PM 0937 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0946 00712 NE 79 ST &BISCAYNE BLVD 8.6 112 INBOUND MIDDAY 08:30AM-02:59PM 0951 00712 NE 79 ST & BISCAYNE BLVD 8.5 112 INBOUND MIDDAY 08:30AM-02:59PM 0957 00712 NE 79 ST & BISCAYNE BLVD 7.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0958 00712 NE 79 ST & BISCAYNE BLVD 10.6 112 INBOUND MIDDAY 08:30AM-02:59PM 1006 00712 NE 79 ST & BISCAYNE BLVD 11.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1013 00712 NE 79 ST & BISCAYNE BLVD 14.2 112 INBOUND MIDDAY 08:30AM-02:59PM 1017 00712 NE 79 ST & BISCAYNE BLVD 7.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1021 00712 NE 79 ST & BISCAYNE BLVD 10.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1028 00712 NE 79 ST & BISCAYNE BLVD 11.4 112 INBOUND MIDDAY 08:30AM-02:59PM 1036 00712 NE 79 ST & BISCAYNE BLVD 9.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1037 00712 NE 79 ST & BISCAYNE BLVD 9.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1043 00712 NE 79 ST & BISCAYNE BLVD 12.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1051 00712 NE 79 ST & BISCAYNE BLVD 13.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1057 00712 NE 79 ST & BISCAYNE BLVD 10.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1058 00712 NE 79 ST & BISCAYNE BLVD 12.9 112 INBOUND MIDDAY 08:30AM-02:59PM 1106 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1113 00712 NE 79 ST & BISCAYNE BLVD 14.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1117 00712 NE 79 ST & BISCAYNE BLVD 6.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1121 00712 NE 79 ST & BISCAYNE BLVD 10.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1128 00712 NE 79 ST & BISCAYNE BLVD 7.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1136 00712 NE 79 ST & BISCAYNE BLVD 11.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1143 00712 NE 79 ST & BISCAYNE BLVD 14.1 112 INBOUND MIDDAY 08:30AM-02:59PM 1151 00712 NE 79 ST & BISCAYNE BLVD 7.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1157 00712 NE 79 ST & BISCAYNE BLVD 6.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1158 00712 NE 79 ST & BISCAYNE BLVD 11.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1206 00712 NE 79 ST & BISCAYNE BLVD 8.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1213 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1217 00712 NE 79 ST & BISCAYNE BLVD 14.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1221 00712 NE 79 ST & BISCAYNE BLVD 15.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1228 00712 NE 79 ST & BISCAYNE BLVD 10.9 112 INBOUND MIDDAY 08:30AM-02:59PM 1237 00712 NE 79 ST & BISCAYNE BLVD 23.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1243 00712 NE 79 ST & BISCAYNE BLVD 15.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1251 00712 NE 79 ST & BISCAYNE BLVD 20.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1257 00712 NE 79 ST & BISCAYNE BLVD 18.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1258 00712 NE 79 ST & BISCAYNE BLVD 14.1 112 INBOUND MIDDAY 08:30AM-02:59PM 1306 00712 NE 79 ST & BISCAYNE BLVD 7.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1313 00712 NE 79 ST & BISCAYNE BLVD 11.4 112 INBOUND MIDDAY 08:30AM-02:59PM 1317 00712 NE 79 ST & BISCAYNE BLVD 6.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1321 00712 NE 79 ST & BISCAYNE BLVD 7.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1328 00712 NE 79 ST & BISCAYNE BLVD 11.6 112 INBOUND MIDDAY 08:30AM-02:59PM 1336 00712 NE 79 ST & BISCAYNE BLVD 6.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1337 00712 NE 79 ST & BISCAYNE BLVD 13.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1343 00712 NE 79 ST & BISCAYNE BLVD 12.6 112 INBOUND MIDDAY 08:30AM-02:59PM 1351 00712 NE 79 ST & BISCAYNE BLVD 21.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1357 00712 NE 79 ST & BISCAYNE BLVD 12.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1358 00712 NE 79 ST & BISCAYNE BLVD 15.2 112 INBOUND MIDDAY 08:30AM-02:59PM 1406 00712 NE 79 ST & BISCAYNE BLVD 11.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1413 00712 NE 79 ST & BISCAYNE BLVD 19.1 112 INBOUND MIDDAY 08:30AM-02:59PM 1417 00712 NE 79 ST & BISCAYNE BLVD 14.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1421 00712 NE 79 ST & BISCAYNE BLVD 16.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1428 00712 NE 79 ST & BISCAYNE BLVD 23.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1436 00712 NE 79 ST & BISCAYNE BLVD 14.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1437 00712 NE 79 ST & BISCAYNE BLVD 19.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1443 00712 NE 79 ST & BISCAYNE BLVD 17.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1451 00712 NE 79 ST & BISCAYNE BLVD 16.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1458 00712 NE 79 ST &BISCAYNE BLVD 25.9 112 INBOUND PM PEAK 03:00PM-05:59PM 1506 00712 NE 79 ST & BISCAYNE BLVD 28.0 112 INBOUND PM PEAK 03:00PM-05:59PM 1511 00712 NE 79 ST & BISCAYNE BLVD 21.9 112 INBOUND PM PEAK 03:00PM-05:59PM 1517 00712 NE 79 ST & BISCAYNE BLVD 18.7 112 INBOUND PM PEAK 03:00PM-05:59PM 1522 00712 NE 79 ST & BISCAYNE BLVD 25.8 112 INBOUND PM PEAK 03:00PM-05:59PM 1534 00712 NE 79 ST & BISCAYNE BLVD 15.3 112 INBOUND PM PEAK 03:00PM-05:59PM 1536 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1537 00712 NE 79 ST & BISCAYNE BLVD 38.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1546 00712 NE 79 ST & BISCAYNE BLVD 18.4 112 INBOUND PM PEAK 03:OOPM-05:59PM 1551 00712 NE 79 ST & BISCAYNE BLVD 29.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1557 00712 NE 79 ST & BISCAYNE BLVD 20.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1558 00712 NE 79 ST & BISCAYNE BLVD 20.7 112 INBOUND PM PEAK 03:OOPM-05:59PM 1606 00712 NE 79 ST & BISCAYNE BLVD 30.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1610 00712 NE 79 ST & BISCAYNE BLVD 23.4 112 INBOUND PM PEAK 03:OOPM-05:59PM 1617 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1621 00712 NE 79 ST & BISCAYNE BLVD 39.5 112 INBOUND PM PEAK 03:OOPM-05:59PM 1622 00712 NE 79 ST & BISCAYNE BLVD 28.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1634 00712 NE 79 ST & BISCAYNE BLVD 29.5 112 INBOUND PM PEAK 03:OOPM-05:59PM 1636 00712 NE 79 ST & BISCAYNE BLVD 31.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1637 00712 NE 79 ST & BISCAYNE BLVD 38.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1646 00712 NE 79 ST & BISCAYNE BLVD 25.9 112 INBOUND PM PEAK 03:OOPM-05:59PM 1651 00712 NE 79 ST & BISCAYNE BLVD 39.5 112 INBOUND PM PEAK 03:OOPM-05:59PM 1657 00712 NE 79 ST & BISCAYNE BLVD 19.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1658 00712 NE 79 ST & BISCAYNE BLVD 36.4 112 INBOUND PM PEAK 03:OOPM-05:59PM 1706 00712 NE 79 ST & BISCAYNE BLVD 9.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1710 00712 NE 79 ST & BISCAYNE BLVD 39.3 112 INBOUND PM PEAK 03:OOPM-05:59PM 1717 00712 NE 79 ST & BISCAYNE BLVD 29.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1721 00712 NE 79 ST & BISCAYNE BLVD 40.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1722 00712 NE 79 ST & BISCAYNE BLVD 30.5 112 INBOUND PM PEAK 03:OOPM-05:59PM 1734 00712 NE 79 ST & BISCAYNE BLVD 38.9 112 INBOUND PM PEAK 03:OOPM-05:59PM 1736 00712 NE 79 ST & BISCAYNE BLVD 26.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1737 00712 NE 79 ST & BISCAYNE BLVD 51.3 112 INBOUND PM PEAK 03:OOPM-05:59PM 1746 00712 NE 79 ST & BISCAYNE BLVD 24.2 112 INBOUND PM PEAK 03:OOPM-05:59PM 1751 00712 NE 79 ST & BISCAYNE BLVD 22.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1757 00712 NE 79 ST & BISCAYNE BLVD 42.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1758 00712 NE 79 ST & BISCAYNE BLVD 22.4 112 INBOUND EVENING 06:OOPM-07:59PM 1806 00712 NE 79 ST & BISCAYNE BLVD 31.0 112 INBOUND EVENING 06:OOPM-07:59PM 1810 00712 NE 79 ST & BISCAYNE BLVD 16.4 112 INBOUND EVENING 06:OOPM-07:59PM 1821 00712 NE 79 ST & BISCAYNE BLVD 19.5 112 INBOUND EVENING 06:OOPM-07:59PM 1822 00712 NE 79 ST & BISCAYNE BLVD 20.5 112 INBOUND EVENING 06:OOPM-07:59PM 1837 00712 NE 79 ST & BISCAYNE BLVD 21.5 112 INBOUND EVENING 06:OOPM-07:59PM 1837 00712 NE 79 ST & BISCAYNE BLVD 32.0 112 INBOUND EVENING 06:OOPM-07:59PM 1851 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND EVENING 06:OOPM-07:59PM 1852 00712 NE 79 ST & BISCAYNE BLVD 11.3 112 INBOUND EVENING 06:OOPM-07:59PM 1857 00712 NE 79 ST & BISCAYNE BLVD 48.0 112 INBOUND EVENING 06:OOPM-07:59PM 1907 00712 NE 79 ST & BISCAYNE BLVD 14.8 112 INBOUND EVENING 06:OOPM-07:59PM 1921 00712 NE 79 ST & BISCAYNE BLVD 26.5 112 INBOUND EVENING 06:OOPM-07:59PM 1922 00712 NE 79 ST & BISCAYNE BLVD 8.3 112 INBOUND EVENING 06:OOPM-07:59PM 1927 00712 NE 79 ST & BISCAYNE BLVD 33.5 112 INBOUND EVENING 06:OOPM-07:59PM 1936 00712 NE 79 ST & BISCAYNE BLVD 10.0 112 INBOUND EVENING 06:OOPM-07:59PM 1938 00712 NE 79 ST & BISCAYNE BLVD 14.0 112 INBOUND EVENING 06:OOPM-07:59PM 1956 00712 NE 79 ST & BISCAYNE BLVD 15.0 112 INBOUND EVENING 06:OOPM-07:59PM 1957 00712 NE 79 ST & BISCAYNE BLVD 28.0 112 INBOUND EVENING 06:OOPM-07:59PM 1958 00712 NE 79 ST & BISCAYNE BLVD 16.1 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2018 00712 NE 79 ST & BISCAYNE BLVD 14.3 411.0 I 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2027 00712 NE 79 ST &BISCAYNE BLVD 25.7 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2031 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2048 00712 NE 79 ST & BISCAYNE BLVD 14.4 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2052 00712 NE 79 ST & BISCAYNE BLVD 7.5 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2114 00712 NE 79 ST & BISCAYNE BLVD 7.5 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2127 00712 NE 79 ST & BISCAYNE BLVD 9.5 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2128 00712 NE 79 ST & BISCAYNE BLVD 15.6 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2152 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2208 00712 NE 79 ST & BISCAYNE BLVD 18.9 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2224 00712 NE 79 ST & BISCAYNE BLVD 14.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2227 00712 NE 79 ST & BISCAYNE BLVD 33.3 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2248 00712 NE 79 ST & BISCAYNE BLVD 24.2 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2256 00712 NE 79 ST & BISCAYNE BLVD 37.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2317 00712 NE 79 ST & BISCAYNE BLVD 17.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2328 00712 NE 79 ST & BISCAYNE BLVD 24.4 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2338 00712 NE 79 ST & BISCAYNE BLVD 12.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2342 00712 NE 79 ST & BISCAYNE BLVD 12.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2408 00712 NE 79 ST & BISCAYNE BLVD 11.8 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2412 00712 NE 79 ST & BISCAYNE BLVD 13.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00712 NE 79 ST & BISCAYNE BLVD 12.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2442 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2443 00712 NE 79 ST & BISCAYNE BLVD 28.7 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2540 00712 NE 79 ST & BISCAYNE BLVD 19.8 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2542 00712 NE 79 ST & BISCAYNE BLVD 23.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2543 00712 NE 79 ST & BISCAYNE BLVD 15.0 Route 202 North ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 202 NORTHBOUND 830 AM Peak 1229 NE 54 ST NE 1 AV 1.6 202 NORTHBOUND 830 AM Peak 1229 NE 54 ST NE 1 AV 4.0 202 NORTHBOUND 930 Midday 1229 NE 54 ST NE 1 AV 1.7 202 NORTHBOUND 1015 Midday 1229 NE 54 ST NE 1 AV 4.3 202 NORTHBOUND 1100 Midday 1229 NE 54 ST NE 1 AV 1.8 202 NORTHBOUND 1145 Midday 1229 NE 54 ST NE 1 AV 8.0 202 NORTHBOUND 1230 Midday 1229 NE 54 ST NE 1 AV 2.6 202 NORTHBOUND 1315 Midday 1229 NE 54 ST NE 1 AV 1.0 202 NORTHBOUND 1400 Midday 1229 NE 54 ST NE 1 AV 1.3 202 NORTHBOUND 1445 Midday 1229 NE 54 ST NE 1 AV 2.0 202 NORTHBOUND 1540 PM Peak 1229 NE 54 ST NE 1 AV 2.4 202 NORTHBOUND 1645 PM Peak 1229 NE 54 ST NE 1 AV 1.4 202 NORTHBOUND 1645 PM Peak 1229 NE 54 ST NE 1 AV 2.0 Route 202 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION LOAD 202 SOUTHBOUND 756 AM Peak 1226 NE 54 ST NE 1 AV 1.5 202 SOUTHBOUND 856 AM Peak 1226 NE 54 ST NE 1 AV 2.9 202 SOUTHBOUND 930 Midday 1226 NE 54 ST NE 1 AV 4.0 202 SOUTHBOUND 1015 Midday 1226 NE 54 ST NE 1 AV 3.7 202 SOUTHBOUND 1100 Midday 1226 NE 54 ST NE 1 AV 3.7 202 SOUTHBOUND 1145 Midday 1226 NE 54 ST NE 1 AV 3.0 202 SOUTHBOUND 1230 Midday 1226 NE 54 ST NE 1 AV 5.7 202 SOUTHBOUND 1315 Midday 1226 NE 54 ST NE 1 AV 2.6 202 SOUTHBOUND 1400 Midday 1226 NE 54 ST NE 1 AV 3.6 202 SOUTHBOUND 1450 Midday 1226 NE 54 ST NE 1 AV 2.9 202 SOUTHBOUND 1606 PM Peak 1226 NE 54 ST NE 1 AV 2.4 202 SOUTHBOUND 1711 PM Peak 1226 NE 54 ST NE 1 AV 2.6 Appendix G Growth Rate Calculations Growth Rate Summary Station Number Location Historic Growth SERPM 10-year 2010 2040 Growth 0103 NE 82nd Street -- 750' east of NE 7th Avenue 3.77% 28,226 32,780 0.54% 0104 SR 934/NE 79th Street -- 200' west of NE 4th Court 5.20% 29,507 38,159 0.98% 0105 SR 934/NE 82nd Street -- 200' west of NE 3rd Place -0.07% 28,940 34,183 0.60% 0142 SR 934/N 79th Street -- 200' east of N Bayshore Court 1.99% - - - 0145 SR 934/NE 79th Street -- 600' west of NE loth Avenue 0.17% 20,298 25,756 0.90% 5060 SR 5/US-1 -- 200' south of NE 53rd Street 0.18% 20,306 27,640 1.20% 5065 SR 5/US-1 -- 200' north of NE 71st Street 0.49% 22,423 29,456 1.05% 5068 SR 5/US-1 -- 200' north of NE 79th Street/SR 934 -1.54% 27,237 33,953 0.82% 5355 SR 944/NW 54th Street -- 200 feet west of SR 5/US-1 1.05% 11,449 16,019 1.33% 7066 NE 2nd Avenue -- 100 feet south of NE 51st Street 0.82% 7,389 11,703 1.95% Average 1.21% 1.04% K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update \Calcs\Growth \Growth Rate Summary.xls FDOT Historical Growth FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 0103 NE 82ST/ONE-WAY-PAIR WB. 750' E NE 7 AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 12500 C W 12500 0 9.00 99.90 8.50 2017 17000 C W 17000 0 9.00 99.90 6.90 2016 13500 C W 13500 0 9.00 99.90 7.20 2015 13000 C W 13000 0 9.00 99.90 11.80 2014 14000 C W 14000 9.00 99.90 10.40 2013 11500 C W 11500 0 9.00 99.90 9.00 2012 11500 C W 11500 0 9.00 99.90 10.50 2011 13000 C W 13000 0 9.00 99.90 10.50 2010 10000 C W 10000 0 8.98 99.99 9.50 2009 11500 C W 11500 0 8.99 99.99 8.40 2008 11500 C W 11500 0 9.09 99.99 9.60 2007 12000 C W 12000 0 8.01 99.99 6.60 2006 11500 C W 11500 0 7.97 99.99 8.80 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a NE 82 Street/One Way Pair WB -- 750 feet east of NE 7 Avenue County: Station #: Highway: Miami -Dade (87) 0103 NE 82 Street/One Way Pair WB Average Daily Traffic (Vehicles/Day) 25000 - - D Observed Count Fitted Curve 20000- 15000 — 10000 — 5000 — 0 2009 2014 I I I I I I I I I I I I I I I I I 2019 2024 2029 2034 Year Trend R-squared: 42.32% Trend Annual Historic Growth Rate: 3.77% Printed: 5-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 11500 10900 2010 10000 11300 2011 13000 11700 2012 11500 12100 2013 11500 12500 2014 14000 13000 2015 13000 13400 2016 13500 13800 2017 17000 14200 2018 12500 14600 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 0104 SR 934/NE 79 ST/ONE WAY PAIR EB, 200' W NE 4 CT YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 29600 C E 22500 W 7100 9.00 54.30 8.50 2017 25500 C E 19000 W 6500 9.00 55.00 6.90 2016 28700 C E 22000 W 6700 9.00 54.50 7.20 2015 28800 C E 22500 W 6300 9.00 54.70 11.80 2014 30900 C E 24500 W 6400 9.00 54.50 10.40 2013 26400 C E 19500 W 6900 9.00 52.40 9.00 2012 18000 C E 18000 0 9.00 99.90 10.50 2011 23000 C E 23000 0 9.00 99.90 10.50 2010 22500 C E 22500 0 8.98 99.99 9.50 2009 19500 C E 19500 0 8.99 99.99 8.40 2008 20500 C E 20500 0 9.09 99.99 9.60 2007 21500 C E 21500 0 8.01 54.34 6.60 2006 20500 C E 20500 0 7.97 54.22 8.80 2005 26500 F E 8.80 53.80 5.50 2004 26500 C E 9.00 53.30 12.00 2003 28500 C E 8.80 53.40 7.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a NE 79 Street/One Way Pair EB -- 200 feet west of NE 4 Court County: Station #: Highway: Miami -Dade (87) 0104 NE 79 Street/One Way Pair EB Average Daily Traffic (Vehicles/Day) 60000 - - D Observed Count Fitted Curve 50000 40000 — 20000 10000 30000 — 0 2009 2014 I I I I I I I I I I I I I I I I I 2019 2024 2029 2034 Year Trend R-squared: 54.44% Trend Annual Historic Growth Rate: 5.20% Printed: 5-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 19500 20500 2010 22500 21500 2011 23000 22600 2012 18000 23700 2013 26400 24800 2014 30900 25800 2015 28800 26900 2016 28700 28000 2017 25500 29100 2018 29600 30100 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 0105 SR 934/NE 82 ST/ONE-WAY PAIR WB, 200' W NE 3 PL YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 14500 C W 14500 0 9.00 99.90 8.50 2017 16000 C W 16000 0 9.00 99.90 6.90 2016 17500 C W 17500 0 9.00 99.90 7.20 2015 17000 C W 17000 0 9.00 99.90 11.80 2014 17500 C W 17500 9.00 99.90 10.40 2013 15500 C W 15500 0 9.00 99.90 9.00 2012 23500 C W 23500 0 9.00 99.90 10.50 2011 17500 C W 17500 0 9.00 99.90 10.50 2010 14000 C W 14000 0 8.98 99.99 9.50 2009 14500 C W 14500 0 8.99 99.99 8.40 2008 14000 C W 14000 0 9.09 99.99 9.60 2007 15500 C W 15500 0 8.01 99.99 6.60 2006 15000 C W 15000 0 7.97 99.99 8.80 2005 15000 C W 15000 0 8.80 99.90 5.50 2004 16000 C W 16000 0 9.00 99.90 12.00 2003 16500 C W 16500 0 8.80 99.90 7.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a NE 82 Street/One Way Pair WB -- 200 feet west of NE 3 Place County: Station #: Highway: Miami -Dade (87) 0105 NE 82 Street/One Way Pair WB Average Daily Traffic (Vehicles/Day) 25000 — 20000 — 15000 — 10000 5000 — 0 D Observed Count Fitted Curve I I I I I I I I I I I I I I I I I 2009 2014 2019 2024 2029 2034 Year Trend R-squared: 0.06% Trend Annual Historic Growth Rate: -0.07% Printed: 5-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 14500 16800 2010 14000 16800 2011 17500 16800 2012 23500 16800 2013 15500 16800 2014 17500 16700 2015 17000 16700 2016 17500 16700 2017 16000 16700 2018 14500 16700 *Axle -Adjusted COUNTY: 87 MIAMI-DADE SITE: 0142 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT SR 934/NW/NE 79 ST, 350' WEST OF PELICAN HARBOUR DR YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 41500 C E 19500 2017 44000 C E 21500 2016 45500 C E 22500 2015 46500 C E 22500 2014 39000 C E 19500 2013 39000 C E 20500 2012 43000 C E 21500 2011 39500 C E 19500 2010 39500 C E 20500 2009 35500 C E 16500 2008 37000 C E 17500 2007 38500 F E 19000 2006 38500 C E 19000 2005 39000 C E 19000 2004 48000 C E 23000 2003 40000 C E 20000 W 22000 W 22500 W 23000 W 24000 W 19500 W 18500 W 21500 W 20000 W 19000 W 19000 W 19500 W 19500 W 19500 W 20000 W 25000 W 20000 9.00 54.30 6.90 9.00 55.00 2.60 9.00 54.50 3.10 9.00 54.70 4.90 9.00 54.50 4.70 9.00 52.40 4.00 9.00 55.70 4.10 9.00 55.10 4.30 8.98 54.08 4.30 8.99 53.24 3.90 9.09 55.75 3.80 8.01 54.34 4.00 7.97 54.22 4.00 8.80 53.80 7.50 9.00 53.30 7.50 8.80 53.40 4.80 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a SR 934/NE 79 St -- 350 feet west of Pelican Harbour Drive County: Station #: Highway: Miami -Dade (87) 0142 SR 934/NE 79 St Average Daily Traffic (Vehicles/Day) 70000 — 60000 — 50000 — 40000 — 30000 — 20000 — 10000 — =Observed Count Fitted Curve 0 2009 2014 I I I I I I I I I I I I I I I I 2019 2024 2029 2034 Year Trend R-squared: 45.56% Trend Annual Historic Growth Rate: 1.99% Printed: 11-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 35500 37900 2010 39500 38600 2011 39500 39400 2012 43000 40200 2013 39000 40900 2014 39000 41700 2015 46500 42400 2016 45500 43200 2017 44000 44000 2018 41500 44700 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 0145 SR934/NE 79ST./B BAY CSWY./71 ST. 600' W NE 10TH AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 26500 C E 19000 W 7500 2017 27000 C E 18500 W 8500 2016 26900 C E 19500 W 7400 2015 23000 C E 16500 W 6500 2014 22100 C E 15000 W 7100 2013 25700 C E 18500 W 7200 2012 25900 C E 18500 W 7400 2011 28200 C E 21500 W 6700 2010 27000 C E 19500 W 7500 2009 23600 C E 17000 W 6600 2008 24800 C E 17500 W 7300 2007 27700 C E 20000 W 7700 2006 37500 C E 16500 W 21000 9.00 54.30 8.50 9.00 55.00 6.90 9.00 54.50 7.20 9.00 54.70 11.80 9.00 54.50 10.40 9.00 52.40 9.00 9.00 55.70 10.50 9.00 55.10 10.50 8.98 54.08 9.50 8.99 53.24 8.40 9.09 55.75 9.60 8.01 54.34 6.60 7.97 54.22 8.80 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a SR 934/NE 79 St/B Bay Cswy/71 St -- 600 feet west of NE 10 Avenue County: Station #: Highway: Miami -Dade (87) 0145 SR 934/NE 79 St/B Bay Cswy/71 St 30000 — 25000 — >, 20000 — LE a) Ect 15000 — L j 10000 — 5000 — 0 2009 =Observed Count Fitted Curve I I I I I I I I I I I I I++ I 2014 2019 Year 2024 2029 2034 Trend R-squared: 0.44% Trend Annual Historic Growth Rate: 0.17% Printed: 5-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 23600 25400 2010 27000 25400 2011 28200 25500 2012 25900 25500 2013 25700 25600 2014 22100 25600 2015 23000 25700 2016 26900 25700 2017 27000 25700 2018 26500 25800 *Axle -Adjusted COUNTY: 87 MIAMI-DADE SITE: 5060 YEAR FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT SR 5/US-1, 200' S NE 53 ST AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 38000 C N 17500 2017 38500 C N 17500 2016 37500 C N 18500 2015 35500 C N 16500 2014 35500 C N 16500 2013 37500 C N 17500 2012 38000 C N 18000 2011 30500 C N 15000 2010 37500 C N 18500 2009 40500 C N 20500 2008 41000 C N 19500 2007 42000 C N 20000 2006 40500 C N 18500 2005 39000 C N 18000 2004 40500 C N 21000 2003 39000 C N 18000 S 20500 9.00 54.30 4.90 S 21000 9.00 55.00 4.50 S 19000 9.00 54.50 5.10 S 19000 9.00 54.70 4.20 S 19000 9.00 54.50 5.10 S 20000 9.00 52.40 5.20 S 20000 9.00 55.70 5.80 S 15500 9.00 55.10 4.50 S 19000 8.98 54.08 4.40 S 20000 8.99 53.24 3.40 S 21500 9.09 55.75 3.70 S 22000 8.01 54.34 3.10 S 22000 7.97 54.22 4.90 S 21000 8.80 53.80 1.80 S 19500 9.00 53.30 6.20 S 21000 8.80 53.40 4.80 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a SR 5/US 1 -- 200 feet south of NE 53 Street County: Station #: Highway: Miami -Dade (87) 5060 SR 5/US 1 45000 — 40000 r 35000 — N 7, 30000 — LE a) 25000 — E 20000 — 0 15000 — ai > 10000 — Q 5000 0 2009 =Observed Count Fitted Curve I I I I I I I I I I I I I I 2014 2019 Year 2024 2029 2034 Trend R-squared: 0.47% Trend Annual Historic Growth Rate: 0.18% Printed: 5-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 40500 36600 2010 37500 36700 2011 30500 36700 2012 38000 36800 2013 37500 36900 2014 35500 36900 2015 35500 37000 2016 37500 37100 2017 38500 37100 2018 38000 37200 *Axle -Adjusted COUNTY: 87 MIAMI-DADE SITE: 5065 YEAR FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT SR 5/US-1, 200' N NE 71 ST AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 40500 C N 18500 2017 40000 C N 18500 2016 39000 C N 16500 2015 40000 C N 18500 2014 40000 C N 19000 2013 41000 C N 20000 2012 43000 C N 20500 2011 37500 C N 17500 2010 39000 C N 18500 2009 37500 C N 18000 2008 39000 C N 17500 2007 41000 F N 19000 2006 41000 C N 19000 2005 40000 C N 18500 2004 45000 C N 23000 2003 43500 C N 19500 S 22000 9.00 54.30 5.80 S 21500 9.00 55.00 8.70 S 22500 9.00 54.50 4.70 S 21500 9.00 54.70 6.50 S 21000 9.00 54.50 12.20 S 21000 9.00 52.40 6.10 S 22500 9.00 55.70 4.60 S 20000 9.00 55.10 2.80 S 20500 8.98 54.08 2.80 S 19500 8.99 53.24 5.30 S 21500 9.09 55.75 5.70 S 22000 8.01 54.34 12.90 S 22000 7.97 54.22 12.90 S 21500 8.80 53.80 2.30 S 22000 9.00 53.30 2.30 S 24000 8.80 53.40 5.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a SR 5/US 1 -- 200 feet north of NE 71 Street County: Station #: Highway: Miami -Dade (87) 5065 SR 5/US 1 50000 — 45000 — 40000 — ca o ' ai 35000 — U_ t > 30000 — 25000 — L 20000 — ai 15000 — �a a) Q 10000 — 5000 0 =Observed Count Fitted Curve 2009 I I I I I I I I I I I I I I 2014 2019 Year 2024 2029 2034 Trend R-squared: 12.46% Trend Annual Historic Growth Rate: 0.49% Printed: 5-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 37500 38900 2010 39000 39100 2011 37500 39300 2012 43000 39500 2013 41000 39700 2014 40000 39800 2015 40000 40000 2016 39000 40200 2017 40000 40400 2018 40500 40600 *Axle -Adjusted COUNTY: 87 MIAMI-DADE SITE: 5068 YEAR FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT SR 5/US-1, 200' N NE 79 ST/SR 934 AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 36000 C N 17000 S 19000 9.00 54.30 4.90 2017 38500 E N S 9.00 55.00 4.50 2016 38500 C N 18500 S 20000 9.00 54.50 5.10 2015 40500 C N 20000 S 20500 9.00 54.70 4.20 2014 40500 C N 21500 S 19000 9.00 54.50 5.10 2013 60000 C N 31000 S 29000 9.00 52.40 5.20 2012 42000 C N 20500 S 21500 9.00 55.70 5.80 2011 46000 C N 22000 S 24000 9.00 55.10 4.50 2010 39000 C N 19500 S 19500 8.98 54.08 4.40 2009 41500 C N 20500 S 21000 8.99 53.24 3.40 2008 35000 C N 17000 S 18000 9.09 55.75 3.70 2007 33000 F N 16000 S 17000 8.01 54.34 3.10 2006 33000 C N 16000 S 17000 7.97 54.22 4.90 2005 48500 F N 25000 S 23500 8.80 53.80 1.80 2004 48500 C N 25000 S 23500 9.00 53.30 6.20 2003 43500 C N 22000 S 21500 8.80 53.40 4.80 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a SR 5/US 1 -- 200 feet north of NE 79 Street/SR 934 County: Station #: Highway: Miami -Dade (87) 5068 SR 5/US 1 70000 60000 - 50000 — a) :i= 40000 >, 30000 g 20000 - 10000 0 O Observed Count Fitted Curve 2009 2014 2019 Year 2024 2029 2034 Trend R-squared: 9.60% Trend Annual Historic Growth Rate: -1.54% Printed: 5-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 41500 45400 2010 39000 44700 2011 46000 44000 2012 42000 43300 2013 60000 42600 2014 40500 41900 2015 40500 41200 2016 38500 40500 2017 38500 39800 2018 36000 39100 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 5355 SR 944/NW 54 ST, 200' W SR 5/US-1 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 15100 C E 7700 W 7400 9.00 54.30 2.60 2017 15500 C E 8000 W 7500 9.00 55.00 4.10 2016 16000 C E 8200 W 7800 9.00 54.50 2.70 2015 14600 C E 7300 W 7300 9.00 54.70 2.40 2014 13300 C E 6600 W 6700 9.00 54.50 2.70 2013 13200 C E 6600 W 6600 9.00 52.40 2.60 2012 13900 C E 6800 W 7100 9.00 55.70 2.90 2011 13500 C E 7000 W 6500 9.00 55.10 1.80 2010 15400 C E 7400 W 8000 8.98 54.08 1.80 2009 14000 C E 7100 W 6900 8.99 53.24 2.00 2008 13300 C E 6800 W 6500 9.09 55.75 1.10 2007 13500 C E 6600 W 6900 8.01 54.34 0.20 2006 12900 C E 6200 W 6700 7.97 54.22 2.80 2005 11800 C E 5700 W 6100 8.80 53.80 2.40 2004 11900 F E 5800 W 6100 9.00 53.30 6.60 2003 11900 C E 5800 W 6100 8.80 53.40 5.20 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a SR 944/NW 54 St -- 200 feet west of SR 5/US 1 County: Station #: Highway: Miami -Dade (87) 5355 SR 944/NW 54 St 20000 — 18000 — 16000 — ca ai 14000 U_ t > 12000 — Ecu 10000 — L 8000 — co 6000 — E L a) Q 4000 — 2000 — 0 =Observed Count Fitted Curve 2009 2014 2019 2024 2029 2034 Year Trend R-squared: 21.21 % Trend Annual Historic Growth Rate: 1.05% Printed: 5-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 14000 13800 2010 15400 13900 2011 13500 14100 2012 13900 14200 2013 13200 14400 2014 13300 14500 2015 14600 14700 2016 16000 14800 2017 15500 15000 2018 15100 15100 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 7066 - NE/SE 2ND AVE 100 FT SOUTH OF NE 51ST ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 9000 C N 4600 S 4400 9.00 54.30 7.40 2017 12000 F N 5800 S 6200 9.00 55.00 3.30 2016 11600 C N 5600 S 6000 9.00 54.50 3.30 2015 9300 F N 3400 S 5900 9.00 54.70 16.40 2014 9000 C N 3300 S 5700 9.00 54.50 16.40 2013 9400 E N 4700 S 4700 9.00 52.40 5.20 2012 9000 S N 4500 S 4500 9.00 55.70 5.80 2011 9200 F N 4600 S 4600 9.00 55.10 4.50 2010 9400 C N 4700 S 4700 8.98 54.08 4.40 2009 11000 C N 5500 S 5500 8.99 53.24 3.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V03.a NE/SE 2 Ave -- 100 feet south of NE 51 Street County: Station #: Highway: Miami -Dade (87) 7066 NE/SE 2 Ave 14000 D Observed Count Fitted Curve 12000 — >, y 10000 — a) U_ t 8000 — U • 6000 — 713 J • 4000 — 2000 — 0 2009 I l l l l l l l l l l l l f{ I 2014 2019 Year 2024 2029 2034 Trend R-squared: 3.98% Trend Annual Historic Growth Rate: 0.82% Printed: 5-Feb-20 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2009 11000 9500 2010 9400 9600 2011 9200 9700 2012 9000 9800 2013 9400 9900 2014 9000 9900 2015 9300 10000 2016 11600 10100 2017 12000 10200 2018 9000 10200 *Axle -Adjusted SERPM Analysis Eastside Ridge CDMP 2010 Volumes SERPM 7.071 01 7 0 N rn 1368 rn LA.) • 20828 rn • 16677 0 G 7006 0 al O Co 0 Ln 7327 W W 0 N 0l 11 391 W 01 '70 123 1769 01 w N 01 5173 W 0 tn 12375 ig 424 528 NJ NJ 21567 568 579 1283 32887 w ti 32618 569 rn 29272 29272 w 0 28757 NE 82nd Street 29413 29235 128531 5 z Fii n Q D N ol CD O n 6890 6015 (�D 984 0) W 23246 NJ 0▪ 1 ▪ r o r 2351 '-' 0 CO 0N " r 22 co 0 r 888 NJ w 8591 r NJ O 0 N (11 w 0 rn 0' i ;30723 0 n 01 7048 815 NUl N N 01 r W Cr, , co co 27102 NW 62nd 21691 8 NW 54th 0 J 0 m 1337 41_383737651? 3,6512— N 0 it 9573 r U.) V w Ul 0 W 0) w r 16677 0 treet 5119 NJ NJ V 8593 z 0) 3 (D 20759 treet w CO 01 18497 W O w O O w 01 9583 W N w NJ 6248 4012 NW 46th 'treet O O SSS> CO NJ 0 NJ NJ 6461 N 0 01 5732 28531 3502 28940 29507 28226 1�91 1447 5247 w 0 NJ NJ k.0 ✓ (fl 23448 22571 28079 v 20298 NE 79th Street 6999 7110 4383 NE 71 st Street CO CO W N 0 0 0 0 rn 14355 m Q CD C CD 17329 a N WCO 6g84 rn CO 0 0 2682 r CO 0 0 r V r 7862 O O 1 v- 5949 1955 rn 5652 W 0 N N 4292 7190 4922 6585 2320 3145 2388 8033 r w -A Ul 9751 11449 w W 0 r O 0 N M N 0 O Crl N 0 M O N NJ 01 W CD 01 NJ NJ NJ NJ w N 01 11131 z m O 5- CD C _6 CD , 252 1 0 QQ (Licensed to Kimley Horn and Associates Inc) Eastside Ridge CDMP CF2040 Volumes SERPM7.071 1.03 129 O 51 475 4176 18936 1033 418 w O V Go 3058 - 22924 N Go O 29374 1013 2 27365 1848 8912 M N 01 w u1 cP N w Ul 01 0) 8538 al W J 01 N Ul 0 w 20949 631 886 a 29193 793 1803 1045 O N w 01 U1 CO a 2899 0l 4, 32959 w tJ O w N 35314 41542 co O N r � N $ CD C9 w 01 gi 10638 4234 0 35 01 N 1331 11675 r 10940 W W O w w w w N 0 01 33837 33837 0 01 w 34120 �N E 82nd Street 21, `f34851 34316 35659 C0 9692 1078 4,' M 36421 C33144 W O O w W O W r 0 01 NW 62nd S 33780 9243 NJ NJ NJ 2845 10894 CO O J N Ul 35657 3901 9900 0 NJNJ V O 0 r 01 Go r 34183 38159 32780 1976 7361 27342 26549 0 0 r 05� 0) O 2 w `v a D °l NJ 35345 w 25756 1182 -P. N E 79th Street 10604 Z 3 Cn 30021 CD reet 01 rn 27777 5 2nd Ave W 01 CO VD 3674 N 8851 6461 NW 46th Stree 0 O 39=40 15611 O 01 3958 M 561� 0 01 NJ ue O NJ NJ 27522 9025 10143 O 01 01 O O lD 25531 1856 7760 Ul r 1074r 7468 NE 71 st Street Go O U O N o o Gr NJ O 0 22905 2198 01 N °l 8270 9641 8911 5136 5685 r Z - O NJ m� N ✓ W N ✓ N n Q- < 7961 i0 0 W U1 C 61 t0 r CD 4, 14498 16019 21998 01 O 0 6263 N 01 O 5786 oo ti hcc Oak 6205 0 2 3563I8. �,ZDI 10�,� c,26558 N ° 46908 91 7 O O 0 729 N O U1 N 01 11316 En En 7319 6810 4;1' CD O w O O O N r O a Cu 0 0 M 0 N 15023 w rn 0 N Ul 01 NJ N 0 W V .... CD 42g2 7- N O Z m C0 �OF 31665 5978427 '-1 021 4g 63030 16331; 71834 cl_4_J Lc (Licensed to Kimley Horn and Associates Inc) Appendix H Committed Developments Traffic Impact Analysis for Submittal to the City of Miami Miami Design District Special Area Plan Miami, Florida Sri Kimley-Horn ■.► and Associates, Inc. ©2012 Kimley-Horn and Associates, Inc. October 2011 Revised April 2012 043505000 t N NOT TO SCALE NE 42nd Street NE 43at Street NE 40th Street I. J 1 4 r • 414 rs 414 r 3 11P 3 7 Lz5 z J 14 r ' 11P 4 J14 r r ,0 9th Street NE 38th Street NE 3Sth Street J14 aJ 3, y z3 7 �3z r Garage az/es d J 44 11P 00 J14 r • J ,03 50' 4. J1 j 11P 11P y � y J 1 4 r 30 414 r'° 39j 11P 7 L J14 r �Kimley-Horn r , and Associates, Inc. © 2012 L5 La La La 414 r3 4J 11P 22y NE 39th Street ea age so J17 Y4' 6 ,3 414 J J1 3 L a r °i Garage * P orivawaya ea 0 1.00 HB r 11P aJ J 14 1 3 5 7 L J14 r • J14 L r J z Do site Figure 6 Project Traffic PM Peak Hour Miami Design District Page -23 Traffic Impact Analysis for Submittal to the City of Miami Miami Design District Special Area Plan Amendment imo Miami, Florida Emirl Kimley-Horn and Associates, Inc. ©2013 Kimley-Horn and Associates, Inc. May 2013 043505003 t NNOT TO SCALE NE>z,dSt t 1 14 r- tr S 4 +r „ „V J J Fw J 1 •4• J htr r 1 • J1 J 1 J1 L. NE 35415Street J J14 1 zs -4 r St -- I NE 37th Street 2J 1 pp-]_1 Kimley-Horn and Associates, Inc. ie,e,a - sway Roadway 0 study Intersect,. o Projectndveway zsa Project Traffic Figure 6 Project Traffic PM Peak Hour Miami Design District Traffic Impact Analysis For Submittal to the City of Miami Miami Design District Special Area Plan (SAP) Amendment #2 City of Miami, Florida Kimley» Horn © 2014 Kimley-Horn and Associates, Inc. September 2014 NOT TO SCALE NE 43rd Street NE 42nd Street NE 39th Street Legend — Study Roadway wO Study Intersection z a XX Peak Hour Project Traffic «114 La 14 SITE Residential Driveway - ') 3 N •L 29 29 0 y *114 NE 36th Street Kimley >> Horn © 2014 • 2 J • • R a L f6 LL z 0 NE 39th Street w u NE 38th Street Figure 5 AM Peak Hour Project Trip Assignment Miami Design District SAP Amendment #2 City of Miami, Florida NOT TO SCALE NE 43rd Street NE 42nd Street NE 39th Street Legend — Study Roadway wO Study Intersection z a XX Peak Hour Project Traffic 20 L 22 21 42 SITE Residential Driveway — ') 3 N 80 80Z L 23 23 J 55 - 3J «I14 NE 36th Street Kimley >> Horn © 2014 1 2 • 4 6 J • • LEI P. f6 z ' NE 39th Street w u 18 9 NE 38th Street Figure 7 PM Peak Hour Project Trip Assignment Miami Design District SAP Amendment #2 City of Miami, Florida ■ Traffic Impact Analysis for Submittal to the City of Miami Magic City Innovation District Special Area Plan (SAP) Miami, Florida Kimley>>» Horn © 2018 Kimley-Horn and Associates, Inc. Updated August 2018 June 2018 February 2018 December 2017 043908100 tNOT TO SCALE NW 62nd Street NE 67th Street 0 0 F a i a7 (,46) 'o z°Z �o ao z r € z c 30 tz (r3) Y33 (,tN F ( ) F 3 (71) a (7,o) PP 4 r35 ),off �� ),oz) 4 r29 p,) 4 rzz en 14 rya a3 Gi �) 6_ (79) 155 r (26) 248 r ao _ r o a h 1 r a (79) 13a e NE 60th Street Kimley»)Horn ,4 (93) ,za z m mt to J14 r c 23 (73) r53 (6a) (99) ,2J (55) 15 w176 (547) zr 92 ) 14 11 s(7 JJ 11r n`" a, �7( r 71 a 9) tr nal= 4rz2(6)) 96)) r 329 use) ,r,oa (55) r92 (32) J • 294 (50) Legend — Study Roadway - Proposed Roadway Study Intersection XX A.M. Peak Hour Trip Assignment (XX) P.M. Peak Hour Trip Assignment II 44 1 c6 06) (35) 9- tr c 76 r36 387 o Driveway. Driveway 13 17 3 93 J 1 r ase) 4 (10352_ I (44; (47 - (94) w • ea Proje Driveway10 k u, r ht Project Driveway sl 66, l4 ` (179 225J 1r (53),24J�f' (147 47J (103) _ 1 (310) 19 (7 (347) , 50 _ 233 _ �� I m am ,30� (r� s s'w (7(7 (997) (7x c 31 (1� (16) S. 6 (1v ( cs3 (109) J I. (37) J 4 ,o, (s) J 4 1os von J I. (7 (10) Driveway ] gx .1 4 4- 68 (5) r,3 u 66, tr (47) 93 J (58) 309 (9) ,4 J (a6) 306 (107) 151 J (94) 49 J („5) 167 (9) 136 I NE 59th Terrace 47) 94 15 .4 (7 Pro ect �8,41 8 15 11 c200) 63 J 1 (n7) 47. `m1 I _124 (53) 41 ® NE 60th Street h („o) 36 .1O 6z r12 (79) NE 59th Street ht P 67. ro 6 (v J1 r 6 (8) Site NE 62nd Street NE 61st Street Figure 6 Peak Hour Project Trip Assignment Magic City SAP Miami, Florida tNOT TO SCALE NW 62nd Street NW 2nd Avenue NE 67th Street North Miami Avenue NE 2nd Avenue NE 4th Avenue NE 60th Street Kimley»Horn l4 r13 hr 666 r 19 nnv J tr -49 a- 7 Biscayne Boulevard Leaentl — Study d ay - ProposeeRo d Road✓✓ay m Study Intersection XX P.M. Peak Hour Pass -By Assignment Site ht L 23 r14 • Driveway 12 OZWeaVld J 27 Pro ect Driveway 13 0 L3 r3 9- 3 J 10 Z J1.13 J 13 J 6 J 3 J 16 I NE 59th Terrace 3 a Pro e •1 NE 59th Street NE 60th Street NE 62nd Street NE 61st Street Figure 8 P.M. Peak Hour Pass -By Trip Assignment Magic City SAP Miami, Florida Kimley )Horn Table 18: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions Traffic Impact Analysis Roadway Segment Direction 2025 Background A.M. Peak Hour Total Volume A.M. Peak Hour Diversions A.M. Peak Hour Net New Trip Distribution A.M. Peak Hour Net New Trip Assignment 2025 with Project Traffic A.M. Peak Hour Total Volume (V) A.M. Peak Hour Total Capacity (C) A.M. Peak Hour Excess Capacity A.M. Peak Hour Level of Service From To Person -Trips Vehicles Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS Eastbound 925 0 0 36% In 904 1,829 2,817 988 0.649 C 0% Out 0 NW 2nd Avenue NE 2nd Avenue 0% In 0 Westbound 647 0 0 997 2,817 1,820 0.354 C 36% Out 350 NW/NE 62nd Street 4% In 100 NE 2nd Avenue NE 4th Avenue Westbound 723 -6 -8 1,107 2,867 1,761 0.386 C 30% Out 292 NE4th Avenue Biscayne Boulevard Westbound 269 0 0 23% In 577 905 2,867 1,963 0.315 C 6% Out 58 NE 2nd Avenue NE 4th Avenue Eastbound 695 -14 -20 33% In 828 1,533 2,867 1,335 0.535 D 3% Out 29 NE 61st Street 17% In 427 NE4th Avenue Biscayne Boulevard Eastbound 709 0 0 1,301 2,867 1,566 0.454 D 17% Out 165 Northbound 939 0 0 0% In 0 1,065 2,730 1,665 0.390 C 13% Out 126 NE 67th Street NE 62nd Street 12% In 301 Southbound 1,570 0 0 1,871 2,730 859 0.685 D 0% Out 0 Northbound 829 0 0 12% In 301 1,130 2,551 1,421 0.443 D 0% Out 0 NE 2nd Avenue NE 62nd Street NE 59th Street In 14% 402 Southbound 1,673 -12 -17 2,097 2,671 575 0.785 D Out 39 12% In 301 Northbound 846 0 0 1,147 2,671 1,524 0.429 C 0% Out 0 NE 59th Street South of NE 59th Street Southbound 1,581 -12 -17 1,681 2,072 391 0.811 D 10% Out Ill errrLrPTdvo.39osia0MMacman-saPvRapomMagi, ci, sAon _,rna, 08zz18.do, Page - 45 August 2015 Kimley )Horn Table 19: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions Traffic Impact Analysis Roadway Segment Direction 2025 Background P.M. Peak Hour Total Volume P.M. Peak Hour Diversions P.M. Peak Hour Net New Trip Distribution P.M. Peak Hour Net New Trip Assignment P.M. Peak Hour Pass -By Trip Distribution P.M. Peak Hour Pass -By Trip Assignment 2025 with Project Traffic P.M. Peak Hour Total Volume (V) P.M. Peak Hour Total Capacity IC) P.M. Peak Hour Excess Capacity P.M. Peak Hour Level of Service From To Person -Trips Vehicles Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS NW/NE 62nd Street NW 2nd Avenue NE 2nd Avenue Eastbound 737 0 0 36% In 485 0% In 0 1,222 2,817 1,595 0.434 C 0% Out 0 D% Out 0 Westbound 891 0 0 0% In 0 -44% In -89 1,968 2,817 849 0.699 C 36% Out 1,083 44% Out 84 NE 2nd Avenue NE 4th Avenue Westbound 789 -6 -g 4% In 54 -41% In -83 1,732 2,867 1,136 0.604 D 30% Out 902 41% Out 78 NE 4th Avenue Biscayne Boulevard Westbound 413 0 0 23% In 310 -5% In -10 903 2,867 1,964 0.315 C 6% Out 180 5% Out 10 NE 6111 Street NE 2nd Avenue NE 4th Avenue Eastbound 683 -9 -13 33% In 445 -20% In -41 1,203 2,867 1,665 0.419 C 3% Out 90 2D% Out 38 NE 4th Avenue Biscayne Boulevard Eastbound 550 0 0 17% In 229 -30% In -61 1,286 2,867 1,581 0.449 D 17% Out 511 3D% Out 57 NE 2nd Avenue NE 67th Street NE 62nd Street Northbound 1,591 0 0 0% In 0 -16% In -32 1,980 2,730 750 0.725 D 13% Out 391 16% Out 30 Southbound 920 0 0 12% In 162 0% In 0 1,081 2,612 1,531 0.414 C 0% Out 0 D% Out 0 NE 62nd Street NE 59th Street Northbound 1,703 0 0 12% In 162 -19% In -39 1,862 2,551 689 0.730 D 0% Out 0 19% Dut 36 Southbound 1 039 -12 -17 16% In 216 -1D% In -20 1,357 2,553 1,196 D.532 D 4% Out 120 10% Dut 19 NE 59th Street South of NE 59th Street Northbound 1,632 0 0 12% In 162 0% In 0 1,794 2,553 759 0.703 D 0% Out D D% Out 0 Southbound 1,008 -12 -17 0% In 0 -1D% In -20 1,351 1,954 603 0.691 D 12% Out 361 10% out 19 errrL rPTdvo.Ssosiao-miei, Cie saPvRapomeagi=cm-sflo n _,pda,, 082218.do, Page - 46 August 201E