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Home My WebLink AboutPre-Publication Submittal - Sabal Palm Village at Flagler Trail - CDMP Traffic Analysis - 05-06-2021Updated 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 Kimley») 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 82nd 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 2nd 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 62"d 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 62"d 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 Saba! Palm Village CDMP City of Miami, Florida 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 71' Street west of NE 2nd Avenue • NW 62nd Street west of NW 2nd Avenue • NE 62nd Street west of NE 15t Avenue • NE 62nd Street west of NE 4th Court • NE 61st 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 82nd Street west of NW 4th Avenue 2/6/2020 1.01 SR 934/NE 82nd Street west of NE 3rd Place 2/6/2020 1.01 SR 934/NE 82nd 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 2nd Avenue 2/18/2020 1.00 NE 71st Street west of NE 2nd Avenue 2/6/2020 1.01 NW 62nd Street west of NW 2nd Avenue 2/11/2020 1.00 NE 62nd Street west of NE 1st Avenue 2/11/2020 1.00 NE 62nd 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 2nd Avenue 2/4/2020 1.01 NE 54th Street west of NE 2nd Avenue 2/4/2020 1.01 NE 54th Street west of US 1 2/4/2020 1.01 NW 2nd Avenue north of NW 75th Street 2/4/2020 1.01 NW 2nd 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 2nd Avenue north of NE 75th Street 2/4/2020 1.01 NE 2nd Avenue north of NE 64th Street 2/4/2020 1.01 NE 2nd Avenue south of NE 59th Street 2/4/2020 1.01 NE 2nd Avenue south of NE 51st Street 2/4/2020 1.01 NE 2nd 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 71' 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 54th 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 1st 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 SR934/NW82nd Street (WB)west of NW4th Avenuel0 5R934/NE82nd Street (WB)west of NE3rd lace. SR934/NE8 nd Street (We) west of US ldi 5R934/NW 79th Street (EB) west of NW4th Avenue0i 5R934/NW 79th Street (WO) west of NW4th Avenuelal SR934/NE 79th Street (6B) west of NE4th Court. 5R934/NE 79th Street (WB)west of NEath Caurt01 SR934/NET th Street (EB) west of NE 10th Aenue>1 SR934/NE 79th Street (WB) west of NE 10th Avenue. 5R 934/NE79th Street (EB/WB) east of Bayshare Court. NW71st Street (EB/WB) west of NW 2nd Avenuelti NWT1st Street (EB/WB) west of NE 2nd Aenue151 NW62nd Street (EB/WB)west of NW 2nd Avenueei NE62nd Street (EB/WB) west of NE la Avenuel10l NE62nd Street (WB) west of NE at Court.. LOS Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Diredlona( V/C DireS0 nal V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Diretlianal V/C Directional V/C Direct lanai V/C Directional V/C Dirediaoal V/C Diretlional V/C Diretlianal V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) I1) (1) (1) 11) (1) 11) (1) 11) I1) (1) (2) (1) (1) (1) I1) (1) 11) (1) I1) (1) I1) (1) (1) 11) (1) (1) 11) 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) (1) (1) (1) (1) (1) (1) (1) C 2,407 0.96 2,407 0.96 2,407 0.96 1,229 0.46 296 0.46 1,112 0.46 370 0.46 1,112 0.46 370 0.46 1,170 0.46 333 0.46 333 0.46 657 0.43 1,719 0.96 788 0.43 D 2,520 1.00 2,520 1.00 2,520 1.00 2,646 0.98 600 0.94 2,394 0.98 750 0.94 2,394 0.98 750 0.94 2,520 0.98 675 0.94 675 0.94 1,467 0.96 1,800 1.00 1,760 0.96 E (2) (2) (2) (2) (2) (2) 2,688 1.00 640 1.00 2,432 1.00 800 1.00 2,432 1.00 800 1.00 2,560 1.00 720 1.00 720 1.00 1,530 1.00 (2) (2) 1,836 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >100 - >100 - >1.00 - >100 - >1.00 - >100 - >100 - >3.00 - >1.00 - >1.00 NE6ltt Street (EB)west of NE 4th Co rte11 NW54th Street (EB/WB) west of NW 2nd Avenue..NE NW54th Street (EB/WB) west of 2nd Avenue.) NW54t Street (EB/WB) west of US dsai NW 2nd Avenue (NB) n rthof NW75th Street.. NW 2nd Avenue (SB) nor hof NWT5th Street. NW 2nd Avenue (NB/SB) north of NW64th Street.. NW 2nd Avenue (NB/SB) south of NW 59th Street.) NW 2nd Avenue (NB/SR) north of NW46thS reet>si NW 2nd Avenue (NB/SB) southot NW46th Street.. North Miami Avenue (NB/SB) north of N 75th Street>6 North Miami Avenue (NB/SB) n rthof N 64th Street'. North Miami Avenue (NB/SB)south of N 59th Street.' North Miami Avenue (NB/SB) orthof N 46th Street146 North Miami Avenue (NB/SB)south of N 46th Street. LOS Peak Hour Peak dour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Rmo Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (3) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) 11) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C 788 0.43 1,815 096 1,815 0.96 1,815 0.96 657 0.43 333 0.46 266 0.46 266 0.46 266 0.46 266 0.46 1,633 0.96 1,633 0.96 1,633 0.96 1,633 0.96 1,633 0.96 D 1,760 0.96 1,900 1.00 1,900 1.00 1,900 1.00 1,467 0.96 675 0.94 540 0.94 540 0.94 540 0.94 540 0.94 1,730 1.00 1,730 1.00 1,730 1.00 1,730 100 1,730 1.00 E 1,836 1.00 (2) (2) (2) (2) (2) (2) 1,530 1.00 720 1.00 576 1.00 576 1.00 576 1.00 576 1.00 (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 NE 2nd Avenue (NB/SB) n rthof NE75th Steetlu) NE 2nd Avenue (NB/SB) arth of NE64th Street.. NE 2nd Avenue )NB/SB)saNh of NE 59th Street» NE 2nd Avenue (NB/SB) south of NE 51st Street.' NE 2nd Avenue (NB/SB) southof NE 46th Street.. NE 4th Court (NB/SB) south of NE67th Street» NE 4th Court )NB/SB)south of NE 59th treetaal Federal Highway (NB/SB) north of NE 46th Streetlui Biscayne Boulevad/ U511NB/SB rerth of NE 79th3 reet>ai Biscayne Boulevard/ US1)NB/SB north of NET1st 5 red'. Biscayne Boulevard/ US (NB/SB) south of NE 59th3 reed.' Biscayne Boulevard/ U51(NB/SB south of NE 54th5 reef. Biscayne Boulevard/ US1(NB/SB south of NE 46th Street00i L05 Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Directional V/C Directional V/C Directional V/C Diretianal V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C 624 0.43 493 0.43 350 0.46 350 0.46 350 0.61 266 0.46 266 0.46 266 0.46 694 0.43 694 0.43 730 0.43 730 0.43 730 0.43 D 1,394 0.96 1,100 0.96 709 0.94 709 0.94 540 0.94 540 0.94 540 0.94 540 0.94 1,549 0.96 1,549 0.96 1,630 0.96 1,630 0.96 1,630 0.96 E 1,454 1.00 1,148 1.00 756 100 756 1.00 576 1.00 576 1.00 576 1.00 576 1.00 1,615 1.00 1,615 1.00 1,700 1.00 1,700 1.00 1,700 100 F - >1.00 - >100 - >1.00 - >1.00 - >1.00 - >100 - >1.00 - >1.00 - >1.00 - >1.00 - >3O0 - >100 - >1.00 Note: 11) Based on Class l two-lane, one-way state signal ized roadway, with exclusive right -turn lane (5 percent capaclty I ncrease)and 1.2 one-way factor. (2) Based an Class II three -la ne directional, undivided state signalized arterial with exclusive right -turn lane (5 percent opacity increase). 13) Based on pass I I one -lane directional, undivided state signs II zed arterial with no eul us ive turn lanes (20 percent capacity reduction). (4) Based on Class II three -la ne directional, undlMel state signalized arterial with exclusive turn laces (5 percent capacity reduction). (5) Based an Class I l one -lane directional, undivided state signali zed arterial with echo left turn lanes. (6) Based an Class II three -la ne directional, undivided state signalized arterial with exclusive left -turn laces (5 percent capacity reduction). (7) Based on Class II three -la ne dir«tional, divided state signanzed arterial with exclusive left -turn lanes. (8) Based on Class II non -state sIgoe ll zed roadway (10 percent capacity reduction), one -lane directional, undivided with eel us lye left -turn lanes. (9) Based an Class 11 non -state sigrali zed roadway (10 percent capacity reduction), two-lane directional divided, with exclusive left -turn lanes. (10) Based on Class I non -state signalized roadway (10 percent capacity reduction), two-lane directional divided, with eel usive left -turn lanes. (11) Based on Class II non -state signalized roadway (10 percent capacity reduction), two-lane one-way a nd 12 one-way factor. (12) Based on Class l two-lane, directional undivided state signalized arterial with exclusive left -turn lanes (5 percent capacity reduction). (13) Based on Class II non -state signalized roadway (10 percent capacity reduction), one -lane direction I, undivided with no«clusive turn laces (20 percent capacity reduction). (14) Based on Class 1 non -state sIgoe lized roadway (10 percent capacity reduction), two-lane directional, undivided with exclusive left -turn laces (5 percent capacity reduction). (15) Based on Class 11 non -state signalized roadway (10 percent opacity reduction), two-lane di rsctianal, undivided with exclusive left -turn lane (5 percent capacity reduction). (16) Based on Class II non -state s igne l ized roadway (10 percent capacity reduction), two-lane di rsctione l undivided, without«cl usive turn laces (25 percent ca pacity reduction). (17) Based on Class II non -state s igne l ized roadway (10 percent capacity reduction), one -lane di rectional undivided, with exclusive left -turn lane (5 percent capacity increase). (18) Based on Class 11 non -state s ignalized roadway (10 percent capacity reduction), one -lane di rsctIonaI divided, with elcl usive left -turn lane (5 percent capacity Increase). (19) Based on Class 11 two -la ne dirsctional, undivided state signalized roadway, with exclusive left -turn lanes (5 percent ca pacity reduction). (20) Based on Class II two -la nedlrectional, divided states) gnalleed arterial. NB: Northbound SB:Sauthbaund EB: Eastbound WB: Westbound R:\FTL_TPTO\14318a0W Eartslde Ridge CDMP Update\Report\Eastside Ridge CO MP.dow 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 Volumes (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 NE3rd Place West of NE 3rd Place Westbound 1,020 1,253 1.01 1,030 1,266 Biscayne Boulevord/US1 West of Biscayne Boulevard/US 1 Westbound 978 1,082 1.01 988 1,093 NW4th Avenue West of NW 4th Avenue Eastbound 1,290 1,321 1.01 1,303 1,334 Westbound 363 518 1.01 367 523 NE4th Court West of NE4th Court Eastbound 1,412 1,513 1.01 1,426 1,528 Westbound 405 623 1.01 409 629 SR934/NW/NE 79th Street NE10th Avenue West NE 10th Avenue Eastbound 1,249 1,541 1.00 1,249 1,541 Westbound 717 458 1.00 717 458 Bayshore Court East of Bayshore Court Eastbound 1,764 1,613 1.00 1,764 1,613 Westbound 1,666 1,879 1.00 1,666 1,879 NWME]Sst Street NW2nd Avenue West of NW 2nd Avenue Eastbound 325 335 1.00 325 335 Westbound 288 392 1.00 288 392 NE2nd Avenue West of NE 2nd Avenue Eastbound 262 216 1.01 265 218 Westbound 184 283 1.01 186 286 NW/NE 62nd Street NW2nd 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 ltt Avenue Eastbound 521 449 1.00 521 449 Westbound 307 448 1.00 307 448 NE4th Court West of NE4th Court Westbound 306 391 1.01 309 395 NE 61st Street NE4th Court West of NE4th Court Eastbound 369 335 1.01 373 338 NW/NE 54th Street NW2nd Avenue West of NW 2nd Avenue Eastbound 714 819 1.01 721 827 Westbound 566 692 1.01 572 699 NE2nd Avenue West of NE 2nd Avenue Eastbound 518 490 1.01 523 495 Westbound 490 660 1.01 495 667 US West of US Eastbound 577 553 1.01 583 559 Westbound 341 646 1.01 344 652 NW2nd Avenue NW75th Street North of NW 75th Street Northbound 158 677 1.01 160 684 Southbound 167 110 1.01 169 111 NW64th Street North of NW 64th Street Northbound 236 555 1.01 238 561 Southbound 353 242 1.01 357 244 NW59th Street South of NW 59th Street Northbound 266 552 1.01 269 558 Southbound 325 322 1.01 328 325 NW46th Street North of NW 46th Street Northbound 193 417 1.01 195 421 Southbound 342 231 1.01 345 233 NW 46th Street South of NW 46th Street Northbound 236 442 1.01 238 446 Southbound 423 257 1.01 427 260 North Miami Avenue N75th Street North ofN 75th Street Northbound 1,497 545 1.01 1,512 550 Southbound 511 1,143 1.01 516 1,154 N 64th Street North of 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 N 46th Street South ofN46th Street Northbound 382 1,014 1.01 386 1,024 Southbound 1,222 415 1.01 1,234 419 NE2nd Avenue NE7Sth Street North ofNE75th Street Northbound 334 787 1.01 337 795 Southbound 757 397 1.01 765 401 NE64th Street North of NE 64th 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 NE51st Street South of NE 51st Street Northbound 394 826 1.01 398 834 Southbound 715 432 1.01 722 436 NE46th Street South of NE 46th Street Northbound 225 548 1.01 227 553 Southbound 673 379 1.01 680 383 NE4th Court NE67th 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 1.01 302 507 Southbound 652 286 1.01 659 289 Biscayne Bouleva rd/US 1 NE79th 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 71st Street North of NE 71st 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 of NE 46th Street Northbound 852 1,490 1.01 861 1,505 Southbound 1,845 1,158 1.01 1,863 1,170 K:\rR TPm\1431840m Eastside Ridge COMP Update\Report\Eastside Ridge COMP.dou 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 82nd Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) CapacityDirectional Per Vehicle (riders) Peak Hour 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 (60) (1) 59 (59) (4 riders) Route 202 Southbound/ 60 1 59 5 riders Westbound (60) (1) 59 (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 Route9 (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 (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 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 (10) (3) (177) (149 riders) Route 16 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 (60) (1) (59) (4 riders) Route 202 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 (6) (10) (590) (248 riders) Route 3 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 - - (18) (1,062) (490 riders) Total 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 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 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) 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) 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 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) 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 59 Westbound (60) (1) (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) 59 (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 59 Route 202 (60) (1) (59) (3 riders) Northbound/ 60 1 59 6 riders 59 Westbound (60) (1) (59) (4 riders) 9 531 8 riders Eastbound - - Total (9) (531) (4 riders) 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 62"d/61sY 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 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.) 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 Westbound (60) (1) 59 (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 - - (16) (944) (210 riders) Total 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 c Impact Analysis ive Plan Amendm i Sm o u u u c u c u c c e c u u u u u c u u u u u u u u u u u u u c u c u c u c u u u u u u u u u u u c u c u c u c u c u c u u u c c c c c u c u c u c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM Peak Hour Excess Capadty i §"r S NNNNw.. r n'^m�na`0+� rn 8'wn � °'�$$nry '! u"'i n w rvnnnry 2.°'91 o N$`'mO e �'nO w 'n^ne °�'°i` .I wnrvw mn rvwnwm.� mmw'2n .ein$m nnNw nom�m' nwrv.�Nw '', wwwry "'.nw rvw n w.w 2,113 888 nwm "PP. wnw ti d� a eee..enenee.....rNrvnnmmrvnrvnnnrv........�....��mmmmmmmmmmmmmmmmmmmmNnmm mmmeeeeeeee ' B. 1 fl i Q»o gQiiix °m' Nm m mm,,,m m., n.,n 9£2 , r nnr riU'4"; .�.:.4..'i. 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NE 59[h Street nc _rm_.ren ncartnxre¢ 0 E 58934/NW/NE 79th Street NW/NE 71st Street NW/NE62nd Street NE 61st Street NW/NE54th Street 3 0 z z Biscayne Boulevard/US 1 72 PTO\143184099 Eastside Wee CDMP Update\ c Impact Analysis Updated Comprehensive Plan Amendm ;_ f , o :am. 0 0 0 0 Fa$ 0 0 0 0 a§six 0 0 0 0 0 0 ma„ssa 0 0 0 0 0 0 a 0 0 0 0 0 0 ms°4r 0 0 0 0 0 0 ,amaar$"a.M 0 0 0 0 0 0 0 0 0 0 0 0 i, 0 0 0 0 ammsm^msm,Um§Vr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1M,U 0 0 0 0 0 0 : 0 0 0 0 ji f fl PM Peak Hour Total Capadty (Cl u......rv.rv..........rvrvrvrvmmnnnnnrvn x Eaa;anrv^ mmWigaga ..................mmmmmmmmmmmmmmmmmmmmrvrvmmmmmm....v.. << � r;,,t aaaamF::eeeese PM Peak Hour Transit Capacity A s��ssaaaaaa .......................................nnnrvnn..nnnrv........nnnrvnn 59 59 FAT— „„Y,nnnnnnnu v,,T.,1" "ssssmmmmmmssmm�mgossmmmmmm i a ervrvry ��rm n m m n m m „a„saa�a�an::: m R .i m .� .� N m m 4 4 4 R n ry ry ry ��saassaa„„„ n n n n n n ry n ^- 2 ry S S S S S S S S xxaaaaaaaammssaaaa„„ n n ry n ry ry ry n ry n R Q„ .� e Q Q R R$$$$$$$$ r n esssss� n n n n n n n ry = R�g88�"n ry n rvry ^^ .. .. ., .. 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" "n.„m H,i:=e „<,^,n,m, 1,V.U28e - 'r ''„.: m"LIA`Vi3Smm:i„<"F '4' A"m:"5ro.... <!^1r“. gMAB"AUH.9 ...... .r...."P"c' - 0 3-'123223322222232 88 0 0 3 3 $8$8$8$8 3� g 3� g 3� g 3� 0 $-g 3� 3� M 0 3� i88 0 3� 0 0 3 3�� 21 $ $8$8$F 0 3� 't' tl 3� = G 3 z„ z„ z„ z„ z„ z„ z„ z„ z„ z„ z„ „ z„ „ z„ z„ z„ z„ z„ z„ z„ z„ „ E I a s 3 West of NE 3rd Place Wert of Biscayne Bouleva rd/US 1 a ' 3 a 3 3 i a 3 3 ss' 3 W 3 a 3 ne,�,nc'„u_nrn,ue l North of NW bON S[ree[ Somh of NW 59N S[ree[ North of NW O6N S[ree[ Somh of NW O6N S[ree[ North of N JS[h S[ree[ North of N 60th S[ree[ Somh of N 39[h S[ree[ North of N O6[h S[ree[ Somh of N 06[h S[ree[ North of NE ]S[h auces Nor[M1 of NE 60[M1 S[ree[ SoutM1 of NE 59[M1 S[ree[ ._._ a 8 s a SoutM1 of NE 59[M1 S[ree[ c s £ South of NE 06. Street From NW Oth Avenue " 9 t i z z ` a 8 g z z z z g= z N z e z a z e z e z z l .rorrn.uen z t z z s z NE SiLL[S[ree[ s z a z NE06th Street a SB 930/NW/NE Band Steetl 3 NW/NE]1stStreet NW/NE 6ind Street NE 61st Street NW/NE 54th Street j E z z 5 a s e PTO\103184000 Eastside Ridge COMP Update\ 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 Roadway e8mem Direction 2020 AM Peak Season Volumes Growth Rate 2025 AM Peak Season Volumes Committed Developments AM Peak Hour hanslt Ridership 2025 BxkgroundAM Peak Hour Total Volume IV) Directional Peak Hour Capacity. AM Peak Hour Capacity AM Peak lour Total Capacity ICI AM Peak Hour Excess Capacity AM Peak Hour Level of Service From To Vehicles Person-Tripe3 Vehicles Person-Tdps0s1 Vehicles Person -Trips"' Person -Trips Person -Trips Vehicles Person-Tripd3 Person -hips Person -hips Person-T,IP4 V/C LOS SR 934/NW/NE82nd Street NW4th Avenue West of NW 4th Avenue Westbound 1,259 1,763 1.21% 1,337 1,872 0 0 163 2,035 2,520 3,528 1,003 4,531 2,496 0.449 C NE 3rd Place West of NE 3rd Place Westbound 1,030 1,442 1.21% 1,094 1,531 0 0 163 1,694 2,520 3,528 1,003 4,531 2,837 0.374 C Biscayne Houleoa rd/US 1 West of Biscayne Boulevard/US S Westbound 988 1383 1.21% 1,049 1A69 0 0 163 1,632 2520 3,528 1003 4,531 2,899 0.360 C SR 934/NW/NE 79[h Street NW d[h Avenue West of NW 4[hgvenue Eastbound 1,303 1,824 1.21% 1,384 1,937 0 0 566 2,503 2,688 3,763 1,003 4,766 2,263 0.525 0 Westbound 367 519 1.219 390 546 0 0 163 709 640 896 1003 1,899 1190 0.373 C NE46Court West of NE46Court Eastbound 1A26 1,9% 1.21% 1,514 2 120 0 0 566 2,686 2432 3,405 1,003 4A08 1,722 0.609 Westbound 409 573 1.21% 434 608 0 0 163 771 800 1,120 1,003 2,123 1,352 0.363 NE 10th Avenue West NE loth Arenue Eastbound 1,249 1,749 1.21% 1,326 1,857 0 0 560 2,417 2,432 3,405 944 4,349 1,932 0.556 Weztbaund 717 1004 1.2116 761 1,066 0 0 158 1 224 800 1,120 944 2,064 840 0.593 0 Bayshore Court East of R278h0recourt Eastbound 1766 2A70 1.21% 1,873 2,623 0 0 560 3183 2560 3,584 9. 4,528 1,345 0.703 D Westbound 1,6% 2,332 1.2196 1,769 2A77 0 0 158 2,635 2,560 3,584 9. 4,528 1,893 0.582 D NW/NE 71st Street NW 2ntl Wenue West of NW 2ntl Avenue Eastbound 325 455 1.21% 345 483 0 0 6 489 720 1,008 59 1,067 578 0.458 C Westbound 288 403 1.21% 306 428 0 0 5 433 720 1,008 59 1067 634 0.406 C NE 2ntl Avenue West of NE2ndAvenue Eastbound 265 373 1.21% 281 394 0 0 6 .0 720 1 008 59 1p67 667 0.375 C Westbound 186 260 1.21% 198 27/ 0 0 5 282 720 1,008 59 1,067 785 0.264 C NW/NE 62nd Street NW 2nd Avenue Wes[ofNW 2nd Avenue Eastbound 704 986 1.21% 748 1,047 646 904 8 1959 1 S30 2,142 531 2 673 714 0.733 westbound 945 1,323 1.21% 1,004 1A05 250 350 27 1,782 1,530 2,142 531 2,673 891 0.667 NE 1st Avenue West of NE 1st Avenue Eastbound 521 729 1.21% 553 ]]5 646 904 8 1,687 1,530 2,142 531 2,673 986 0.631 Westbound 307 .0 1.21% 326 456 250 350 27 833 1,530 2141 531 2,673 1,840 0.312 C NE 4th Court West of NE 9th Court Westbound 309 433 1.21% 328 459 454 635 9 1,103 1,836 2,570 531 3,101 1,998 0.356 C NE 61st Street NE Oth Court West of NE 4th Court Eastbound 373 522 1.21% 396 555 423 592 26 1,173 1,836 2,570 531 3,101 1,928 0.378 C NW/NE 5438 Street NW 2ntl Avenue West of NW 2ntl Avenue Eastbound 721 3A09 1.21% 766 1,0721,08 0 0 11 3 1,900 2.%0 177 2,837 1,754 0.382 C Westbound 572 801 1.2196 607 850 0 0 12 862 1,900 2%0 236 2896 2,034 0.298 C NE 2ntl Avenue Wes[of NE2nd Avenue Eastbound 523 732 1.21% 555 778 0 0 11 789 1900 2%0 177 2,837 2048 0.278 C Westbound 495 693 1.21% 526 736 0 0 12 748 1,900 2,660 236 2,896 2,148 0.258 C US West of US] Eastbound 583 816 1.21% 619 867 0 0 11 878 1,900 2,660 177 2,837 1,959 0.309 C Westbound 344 482 1.21% 365 511 0 0 12 523 1,900 2,%0 236 2,896 2373 0.181 C NW 2nd Avenue NW JS[h Street North of NW JS[h Sheet Northbound 160 224 1.21% 170 238 30 42 55 .5 1,530 2,142 236 2,378 2,043 0.141 C Southbound 169 237 1.21% 179 251 JJ 108 63 422 720 1 008 236 1 244 822 0.339 C NW 69th Street North of NW 6433 Street Northbound 238 333 1.21% 253 354 20 28 55 437 576 806 236 1,042 605 0.419 C Southbound 357 500 1.21% 379 531 77 108 63 702 576 806 236 1,042 301 0.673 0 NW 5936 Street South of NW 59th Street Northbound 269 377 1.21% 286 400 77 108 55 563 576 806 236 1,042 480 0.540 Southbound 328 459 1.21% 348 088 29 41 63 59 2 57 6 806 236 1042 451 0.568 NW 46Ch Street North of NW 46[h Street Northbound 195 273 1.21% 207 290 ]J 108 55 453 576 806 2361p42 590 0.434 C Southbound 345 483 1.21% 366 513 29 41 63 617 576 816 236 1,0. 426 0.592 D NW 9636 Street South of NW 0636 Street Northbound 238 333 1.21% 253 350 JJ 108 55 517 576 806 236 1,042 526 0.496 0 Southbound 427 598 1.2116 453 635 29 41 63 739 576 806 236 1,042 304 0.709 D North Miami Avenue N JSth Street North ofNJS[h Street Northbound 1,512 2,117 1.2196 1,606 2,208 29 41 253 2,642 1,710 2,390 1,416 3,810 1,268 0.%7 C Southbound 516 722 1.2196 .8 767 JJ 108 359 1234 1 730 2394 1016 3,810 2576 0.324 C N 6433 Street North ofN64[h StreetNorthbound 483 676 1.2196 513 718 29 41 253 1,012 1,710 2,394 1,416 3,810 2,798 0.266 C Southbound 1,517 2,124 1.2116 1,611 2255 77 108 359 2,722 1,710 2,394 1,416 3,810 1,088 0.714 C N59th Street South of S9th Street Northbound 477 668 1.21% 507 709 77 108 253 1 070 1710 2,394 1,416 3,810 2,740 0.281 Southbound 1A33 2,006 1.21% 1522 2131 29 41 359 2,531 1710 2394 1416 3,810 1279 0.664 C N 46369 ee[ North 89546th Scree[ Northbound 403 564 1.21% 428 599 77 108 253 %0 1710 2394 1416 3,810 2850 0.252 C Southbound 1223 1712 1.21% 1,299 1,818 29 41 359 2218 1710 2,394 1,416 3,810 1,592 0.582 C N 466 Street South ofN46[h Street Northbound 386 540 1.21% 410 574 77 108 253 935 1,710 2394 1,416 3,810 2,875 0.245 C Southbound 1 234 1728 1.21% 1310 1,835 29 41 359 2 235 1 710 2390 1416 3,810 1575 0.587 C NE 2nd Avenue NE ]Sth Street North of NE ]Sth Street Northbound 337 472 1.21% 358 501 124 174 479 1,154 1,454 2,036 1,829 3,865 2,711 0.299 C Southbound 765 1071 1.21% 812 1,137 310 434 606 2,177 1,454 2,036 1,770 3,806 1,629 0.572 0 NE 6436 Street North of NE 6436 Street Northbound 484 678 1.2196 514 720 98 137 479 1336 1148 1607 1829 3A36 2100 0.389 C Southbound 914 1280 1.21% 971 1359 215 301 606 2266 1148 1,607 1,770 3,377 1,111 0.671 NE 59th Street South of NE 59[h Street Northbound 330 462 1.21% 350 491 223 312 500 1303 75 6 1,058 2,301 3,359 2,056 0.388 C Southbound 891 1,247 1.218 946 1 84 117 609 2051 1058 2242 3,300 1249 0.621 NE SIst Street South of NE SlstStreet Northbound 398 557 1.21% 423 5925 194 272 500 1364 756 1058 2301 3359 1996 0.406 C Sou16b0u82 722 1,011 1.21% 767 1,073 70 98 609 1780 756 1,058 2,242 3,300 1,520 0.539 0 NE 463h Street South of NE 463h Street Northbound 227 318 1.21% 241 337 194 272 500 1,109 576 806 2,301 3,107 1,%9 0.357 C Southbound 680 952 1.21% 722 3011 70 98 609 1718 576 806 2,242 3,048 1,330 0.560 NE 4[h Court NE 67th Street South of NE 67th Street Northbound 302 423 1.21% 321 049 14 20 479 948 576 806 1,829 2,635 1,688 0.360 C Southbound 473 %2 1.21% 502 703 31 43 606 1 352 576 806 1770 2$76 1220 0.525 D NE 59[h Street South of NE 59[h Street Northbound 455 637 1.2116 483 676 95 133 500 1 309 576 806 2 301 3107 1798 0.421 C Southbound 192 269 1.21% 204 2. 35 49 609 943 576 806 2,242 3,0. 2,105 0.309 C Federal Highway NE46th Street North of NE46th Street Northbound 302 423 1.21% 321 449 95 133 500 1,082 576 806 2,301 3,107 2,025 0.348 C Southbound 659 923 1.21% 700 981 35 49 609 1,638 576 806 2,242 3,048 1A10 0.537 D Biscayne Boulevartl/USI NE 793613384 North of NE 7933 Street Northbound 997 1,3% 1.21% 1,059 1A82 64 90 275 1,847 1,615 2,261 944 3,205 1,%8 0.576 0 Southbound 1$73 2202 1.219.6 1670 2,339 170 238 337 2914 1615 2,261 1,298 3259 645 0.819 D NE 714313ree[ North of NE )15[Street Northbound 1,070 1A98 1.21% 1,136 1,591 64 90 479 2,160 1,615 2,261 1,829 4,090 1,930 0.528 0 Southbound 1812 2,537 1.21% 1,924 2,694 170 238 606 3,538 1,615 2,261 1,770 4,031 493 0.878 D NE 59th Street South of NE 59Ih Street Northbound %5 1,393 1.216 1,057 1A79 123 172 500 2,151 1,700 2,380 2,301 4,681 2,530 0.460 D Southbound 1701 2381 1.21% 1806 2,529 45 63 609 3201 1700 2 380 2242 4622 1421 0.693 D NE 54[h Street South of NE 54[h Street Northbound 805 1127 1.21% 855 1197 123 173 500 1 869 1 700 2 380 2301 4681 2 812 0.399 C Southbound 1,715 2A01 1.21% 1,821 2,550 45 63 609 3,222 1,]00 2,380 2,202 4,622 1,400 0.697 NE 06[h Street South of NE 46th Street Northbound 861 1,205 1.21% 914 1280 123 172 500 1,952 1,700 2,380 2,301 4,681 2,729 0.417 C Southbound 1,863 2,608 1.21% 1,978 2,770 45 63 609 3,442 1,700 2,380 2,242 4,622 1.180 0.745 0 Note k/0lumes (vehicles) were converted to persanirips using lA penan/vehicleocc panty per City of Miami standartl . "Directional peak hour capacity derived from the 2013 FOOTeuadry/IOS Handbook and the Mla ml-Oowntown DRI K:\FRL TPTO\143184000 Eartside Ridge CDMP Update \Report\Eastside Ridge COMPdoex 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 Segment Direction 2020 PM Peak Season Volumes Growth Pate 2025 PM peak Season Volumes Committed Developments PM Peak Hour Transit Ridership 2025 Background PM Peak Hour Total Volume Bll Direction peak Hour Capacity' M Peak Hour Transit Capacity PM Peak Hour Total Capacity ICI PM Peak Hour Excess Capacity PM Peak Hour Level of Service From To Vehicles person -trips. Vehicles person -trips• Vehicles Person -trips. Persomtrlps Person -trips Vehicles Person -rips. Person -trips Person -trips PM Peak Hour V/C LOS SR 934/NW/NE 82nd Street NW4th Avenue West of NW 4th Avenue Westbound 1,311 1,835 1.21% 1,392 1949 0 0 452 2401 2520 3,528 1,003 4531 2,130 0.530 C NE3rd Place West of NE 3rd Place Westbound 1,266 1,772 1.21% 1,340 1,882 0 0 452 2,334 2,520 3,528 1,003 4,531 2,197 0.515 C Biscayne Boul eve rdN51 West of Biscayne Bouleva rdN51 Westbound 1p93 1,530 1.21% 1,161 1,625 0 0 452 2,077 2,520 3,528 1003 4,531 2,454 0.458 C SR 934/NW/NE 79th St eat NW Oth Avenue West of NW 4[h Avenue Eastbound 1,334 1,868 1.2116 1417 1,983 0 0 214 2,197 2,688 3,763 1,003 4,766 2,569 0.061 0 Westbound 523 732 1.2116 555 778 0 0 452 1 230 640 896 1,003 1,899 669 0.608 0 NE4th Court Wert of NE 4th Court Eastbound 1,528 2,139 1.21% 1,623 2,272 0 0 214 2,486 2,432 3,405 1,003 4408 1,922 0.564 0 Westbound 629 881 1.21% 668 0 0 452 1,387 800 1,120 1,003 2,123 736 0.653 0 NE loth Avenue West NE ]uth Avenue Eastbound 1,541 2357 1.21% 1637 2 0 0 210 2501 2032 3405 944 4349 0.505 0 Westbound 458 641 1.21% 486 6811 0 0 449 1 130 800 1 120 944 2064 934 0.547 D Baysbore Court East of Bayshore Court Eastbound 1,613 2,258 1.21% 1,713 2,398 0 0 210 2,608 2,560 3,584 944 4528 1,920 0.576 D Westbound 1b79 2,631 1.21% 1,995 2,794 0 0 449 3,243 2,560 3,584 944 4,528 1,285 0.716 D NW/NE Jlz[S[reet NW 2ntl Avenue West of NW 2MAvenue Eastbound 335 469 1.21% 356 498 0 0 0 502 720 1,008 59 1p67 565 0A70 D Westbound 392 549 1.21% alb 583 0 0 3 586 720 1038 59 1p67 481 0.549 D NE 2M Avenue West of NE 2M Avenue Eastbound 218 305 1.21% 232 324 0 0 4 328 720 1008 59 1/367 739 0.307 C Westbound 286 400 1.21% 304 425 0 0 3 428 720 1,038 59 1,067 639 0..1 C NW/NE62nd Street NW 2ntl Avenue West of NW 2MAvenue Eastbound 596 834 1.21% 633 886 346 485 4 1,375 1,530 2,142 531 2,673 1,298 0.514 D Westbound 6. 972 1.21% 737 1 032 JJO 1078 28 2 138 1 530 21. 531 2,673 535 0.800 D NE 1st Avenue West of NE lSt Avenue Eastbound 449 629 1.21% 477 668 346 485 4 1,157 1,530 2,142 531 2,673 1,516 0.433 D Westbound 008 627 1.21% 476 666 770 1,078 28 1,772 1,530 2,142 531 2,673 901 0.663 D NE4th Court West of NE 4th Court Westbound 395 553 1.21% 419 587 387 542 5 1,134 1,836 2,570 531 3,101 1,968 0.366 C NE61st Street NE 4th Court West of NE 4th Court Eastbound 338 473 1.21% 359 503 566 792 27 1,322 1,836 2,570 531 3,101 1,779 0.426 C NW/NE 54[h Street NW 2nd Avenue West of NW 2M Avenue Eastbound 827 1,158 1.21% 878 1,230 5 7 13 1,250 1900 2,660 295 2,955 1,705 0.423 C Westbound 699 979 1.21% 742 1,039 ] 10 13 1,062 1,900 2,660 236 2,896 1,834 0.367 C NE2M Avenue West of NE2M Avenue Eastbound 495 693 1.21% 526 736 4 6 13 755 1900 2 660 295 2955 2200 0.255 C Westbound 667 934 1.21% 708 992 5 J 13 1 012 1900 2,660 236 2,896 1,884 0.349 C US1 West of US1 Eastbound 559 783 1.21% 594 831 6 8 13 852 1,900 2,660 295 2,955 2,103 0.288 C Westbound 652 913 1.21% 692 969 9 13 13 995 1,900 2,660 236 2,896 1,901 0.343 C NW 2nd Avenue NW ]5[h Street North of NW ]Sth StreetNorthbound 684 958 1.21% 726 1017 91 127 68 1212 1530 2142 236 2378 1166 0.510 0 Southbound 111 155 1.2196 118 165 39 55 69 289 720 1 008 236 1,244 955 0.232 C NW64th Street North of NW 64th Street Northbound 561 785 1.21% 596 834 91 127 68 1,029 576 806 236 1,042 13 0.988 E Southbound 244 342 1.21% 259 363 39 55 69 487 576 806 236 1,0. 556 0..7 0 NW 5936 Street South of NW SSth Street Northbound 558 781 1.21% 593 830 40 56 68 954 576 806 236 1,0.88 0.915 0 Southbound 325 455 1.21% 345 483 91 127 69 679 576 806 236 1942 363 0.652 0 NW 46th Street North of NW 46th StreetNorthbound 421 589 1.21% 447 626 40 56 68 750 576 806 236 1942 292 0.719 0 Southbound 233 326 1.21% 247 346 91 127 69 542 576 806 236 1,042 500 0.520 D NW 46th Street South of NW 46th Street Northbound 4. 624 1.21% 474 663 40 56 68 787 576 806 236 1p42 255 0.755 D Southbound 260 364 1.21% 276 387 91 127 69 583 576 806 236 1,0. 459 0.560 0 Ner[h Miami Avenue N 75th Street North of N 75th Street Northbound 550 JJO 1.21% 584 818 134 188 359 1,365 1,710 2,394 1,357 3,751 2,386 0.364 C Southbound 1,154 1,616 1.2196 1,226 1,716 75 105 198 2,019 1,710 2,394 1,357 3,751 1,732 0.538 C N 6455 Street North ofN64th Street Northbound 1451 2/331 1.21% 1541 2,157 134 188 359 2,704 1,710 2,394 1,357 3,751 1,047 0.721 C Southbound 456 638 1.2116 484 678 45 63 198 939 1 710 2394 1357 3751 2812 0.250 C N59[h Street South afN59[h Street Northbound 1,346 1,084 1.21% 1p29 2,001 83 116 359 2,476 1,710 2,394 1,357 3,751 1,275 0.660 C Southbound 439 615 1.21% 466 653 127 178 198 1,029 1,710 2,394 1,357 3,751 2,722 0.274 C N 46th Street North of 46th Street Northbound 1p46 1464 1.21% 1111 1,555 85 119 359 2033 1710 2394 1357 3751 1718 0.542 C Southbound 422 591 1.21% 448 129 181 198 1006 1710 2394 1,357 3751 2745 0.268 C N 06[h Sheet South o7546[h StreetNorthbound 1,024 1p34 1.21% 1,087 1,627 85 119 359 2,000 1,710 2,394 1,357 3,751 1,751 0.533 C Southbound 419 587 1.21% 445 623 129 181 198 1,002 1,710 2,394 1,357 3,751 2,749 0.267 C NE2nd Avenue NE 7556 Street North of NE ]Sth Street Northbound 795 1,113 1.21% 844 1,182 428 599 785 2566 1,454 2,036 1,888 3,924 1,357 0.654 D Southbound 401 561 1.21% 426 596 203 289 4. 1345 1454 2036 1888 3920 2578 0..3 C NE 64tn Street North of NE 64th Street Northbound 1,0.1p56 1.21% 1,104 1,546 341 477 785 2,808 1,148 1,607 1588 3995 687 0.803 D Southbound 481 673 1.21% 511 715 162 226 465 1,406 1148 1,607 1,888 3495 2,089 0.402 C NE59th Street South of NE 596A Street Northbound 895 1253 1.21% 950 1331 177 247 809 2387 756 1058 2360 3p18 1031 0.698 D 5626444n3 494 692 1.21% 525 734 303 424 466 1624 756 1,058 2,360 3p18 1,794 0.475 D NE 51 Street South of NE S1s[Shet4 Northbound 834 1,168 1.21% 886 1,240 163 228 809 2,277 756 1058 2,3E0 3918 1,141 0.666 0 Southbound 436 610 1.2125 463 648 271 379 466 1,493 756 1,058 2,360 3918 1,925 0.437 C NE 46[h Street South of NE 46th Street Northbound 553 770 1.21% 587 822 161 225 809 1,856 576 806 2,360 3,166 1,310 0.586 0 Southbound 383 536 1.21% 407 569 266 372 466 1,407 576 806 2,360 3,166 1,759 0.414 C NE4t6Court NE 67[h Street South of NE 67[h Street Northbound 646 904 1.21% 686 960 63 88 785 1,833 576 806 1,888 2,694 861 0.680 D Southbound 223 312 1.21% 237 332 36 50 465 847 576 806 1,888 2,694 1,847 0.315 C NE59th Street South of NE 59th Street Northbound 186 260 1.21% 198 277 73 102 809 1,188 576 806 2,360 3,166 1,978 0.375 C Southbound 585 819 1.2125 621 870 130 182 466 1,518 576 806 2360 3,166 1,648 0.979 0 Federal Highway NE 4655 Street North of NE 46th Street Northbound 507 710 1.21% 538 754 73 102 809 1.5 576 806 2,360 3 166 1,501 0.526 D Southbound 289 405 1.21% 307 430 130 182 466 1,078 576 806 2,360 3,166 2,088 0.340 C Biscay re Booleva rd/US 1 NE ]9[h Street North of NE 79th Street Northbound 1205 1,687 1.21% 1,280 1,792 200 280 490 2,562 1,615 2,261 1/362 3,323 761 0.771 D Southbound 1158 1621 1.21% 1 230 1722 154 216 357 2 295 1615 2 261 1916 3677 1382 0.624 D NE Jlz[S[reet North of NE Jlz[S[reet Northbound 1165 1631 1.21% 1237 1732 200 280 785 2797 1615 2261 1,088 4149 1352 0.674 0 Southbound 1,221 1,709 1.21% 1,297 1,815 154 216 465 2 496 1 615 2,261 1,888 4149 1,653 0.601 D NE59th Street South of NE 59th Street Northbound 1414 1,980 1.21% 1,502 2,102 63 88 809 2,999 1700 2,380 2,360 4,740 1,741 0.633 D Southbound 1,174 1,644 1.21% 1247 1745 214 300 466 2511 1700 2380 2,360 4,740 2,229 0.530 0 NE54th Street South of NE 54th Street Northbound 1,382 1,935 1.21% 1460 2,055 63 88 809 2,952 1,700 2,380 2,360 4,740 1,788 0.623 0 Southbound 1,089 1525 1.2125 1,156 1,619 214 300 466 2,365 1,700 2,380 2,360 4,740 2,355 0.503 D NE 46th Sheet South of NE 46th Sheet Northbound 1505 2,107 1.21% 1,598 2,238 63 88 809 3.135 1,700 2,380 2,360 4,740 1,605 0.661 D Southbound 1,170 1,638 1.2193 1,243 1,740 214 300 466 2,506 1,700 2,380 2,360 4,700 2,234 0.529 D Note.'Volumes (vehicles) were converted to person -trips usl rg 19 person/vehicle oo upansy per City of Miami standard . rectienal peak hour rapacity derived from the 2013 FOOT Quality/LOS Handbook and the Miami -Downtown DR! K:\FRL TPTO\193184000 Eastside Ridge CDMP Update\ Report \fartside Ridge CDMPAorx Page-29 March2020 Kimley>»Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 23: Short-term (Year 2025) with Amendment Traffic A.M. Peak Hour Roadway Capacity Putlwn 5eament 858dehoW momT»a 'b, A",gmaat I .m. 2025 with .mN ..mry CumNmN9n 6rearthan 5% Pea. Mow T way ICI ""w EQgw, .M Paat our level mWw fr. T9 Person -Trips Pe... ,. Person.lips P<N9n-T.tb. P<rm.Tx9a %/c 105 S11934R4W/NEaznd Wart xw4m Avenue Mat of Nw 4th Avenue westbound 2,035 3A43 01. x0 4,531 zAee 0451 C NE3rd Place West of NE3rd Mace Westbound 1,694 1,694 0.00% x0 4,531 2,837 0.374 C Biscayne leard/151 Wmt of Illsname Bouleard/151 Wesm9una 163z 1,63z 0.00% N9 4,531 2899 0360 C xwam Avenue West of Nw4mA aatbouna z503 zs18 031% x0 4,766 3248 0518 0 NE4m Conn West ma%4mbo n Eastbound 2,686 2,721 0.7. N0 4,408 1,687 0.617 0 Westbound ]]1 808 12456 xo 1,123 1315 0381 C .934/NW/NEMI.. NEiOm Avenue watxE lomAvwh a Eastbound 2,417 2,40 05. xo 4,349 1a07 0562 0 Westbound 1224 1347 111% No zo6, 817 0604 0 Bays orec0urt Eat r IlayshCo rt Eanw bna 3,183 320e 055% xo 4.52e 1320 0208 0 Westbound 2,635 2658 05156 xo 4,528 1870 0587 0 NW/NE ]sstWent Westbound 4 Eastbonna 400 415 1415E No 1,06] 652 0389 c x«/NEbzntl soea NwzodAvenue w errvz aA Eastbonna 1,95934 1A93 12]5E xo 2,673 680 0.746 0 w<smonna 1,]ez 1819 13. N0 3,673 854 0.681 0 NE 1stAveno< West ONE 1st Minoan �stbana 1,687 1,698 0.41% xo 2,673 975 0635 0 westbound 833 845 045% N0 2,673 1828 0316 C 14E61st Street NE4m Court West ONE 4mCourt Eastbound 1,73 02. xo 3,101 1y20 0381 C %1,181 NW/HE 5. street xwzrn Avenue west fmv3 tlA s e westbound ebx 879 059% xo 2,e96 3A17 0304 C NE2nd Avenue West ONE...Eanbwna 789 BHa 349% N0 x,e3] 1,949 0313 [ Wesm9una 748 856 323% xo x,e96 2,040 0296 C Z. Out 108 U51 Westof 051 Easbouna 878 1,056 627% Yes 1,837 1,]81 0372 C Westbound 533 686 583% Yes 2,e96 3210 0237 [ NW 75th Street North of NW 75th street 1% Oat 4 NW 46. Street Mar. of NW 46th Street 0% Out 0 North I. Avm x]Smsbeet None Ofx]sm Shea Northbound 23.3,554 031% No 3,e10 1256 0.670 C 59umbouna 1,334 1,5 02. No 3,810 3565 0317 C 1464m Street North 0fx64m Street Northbound 1,013 1A29 0A. xo 3,810 2,781 0270 C 056 In N59m street Wutb.N59m Sb rvohmbountl 1A70 i,W3 087% xo 3,810 3,]0] 0289 C soumhouna 2531 3,561 02.6 xo 3,810 1249 0579 C N 46m Street NONh 0fN46m Sheet xoMhouna 960 9]9 050% N0 3,810 z,831 0251 C soumhouna 2338 9,239 055% x0 3,810 1571 0588 C Nwm street South 0fx46m shed xormbouna 935 %s 0.79% No 3,810 3845 0253 C soumhouna 3335 2,8 0e75E xo 3,810 1,543 0595 C rvE end avenue rvE]%nStreet North ONE ]sm Street 59umbouna 3,1n 3,188 029% xo 3,806 1518 OS]s o NE 64m Strad North of NE 64m Weet xormbouna 1336 1,357 061% x0 3,436 3A79 0.5 C 5oumbound 3266 3,285 056% xo 3,377 1,093 0.6]] 0 NE 59th Street 59um ONE 59m WedN.M..1303 x 13a4 123% No 3,359 3,015 OaW [ soumhouna 3A51 3,089 115% No 3,300 1211 0.633 0 arEsmso-eet South 9r xEs1st5treet N9rmbouna 1,364 T,u4 238% N9 3,359 1,16 0.430 C soumhouna 1,]80 1,867 2b456 xo 3,300 1p33 0566 0 NE46tnso-eet s99m or NE46m StreetNorthbound1,109 1,147 u2% x0 3,107 1y61 0369 C soumhouna 1218 134% xo 3,048 1289 0577 0 ,rnt1,759 NE4m[ t NE 6nnsStreet south of NE 67m Streetnorcnbouna 948 985 140% xo ],635 1,651 03]4 C soumbountl 1352 1386 133% x0 2,576 1190 0538 0 NE 59m5treet south ONE 59m Wart Northbound i,3a9 1,346 1195e No 3,107 1,761 0.43.3 C Sou... 943 9]] 113% x0 3,048 2A71 0310 C Federal Highway NE46th Street Norm of NE46m Street Northbound 1,003 1,101 061% xo 3,107 2p06 0354 C 500thb922a 1,638 1,659 06.6 No 3,048 1389 0544 0 Biscayne eoulenrd/U51 NE ]9m50-ea Nor. ONE 79mW t Northbound i8a] 1,893 144% No 3,205 1313 0591 0 soumhouna 2314 2,56 118% xo 3,559 603 0831 0 NE]lztsaea North of f&]iztstreet xoumhouna 3,160 3,u3 153% No 4,090 1868 0543 0 NE 59tnso-eet South ONE 59m Went N9nnbound 3,151 056 In 3,217 1.41% xo 4,681 2,464 0474 0 59umbouna 3,1 3,263 132% xo 4,622 1360 0.706 0 NE whs... South of NE S4m Streetxormbouna 1869 1,918 1.0596 N0 4,681 3,763 0410 C 59umbouna 3233 3,276 117% ro 4,633 1346 0.709 0 ...Street south of NE46m Wed Sou...3N3 3,488 18058 No 4,633 1134 0255 0 i Out ado %:trn_TPT0 1430690 o Easmde Ridge COMB UPda1e\Re7orgEa ssjde Ridge CC...doc. Page - 30 March 2020 KimleyAlorn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 24: Short-term (Year 2025) with Amendment Traffic P.M. Peak Hour Roadway Capacity 8o442445 Segment OWM6 2025 Beeleground 1.16 Peak Nom Total Volume ,.„.„,,...., pm,....,,,,,,,,, iMmeMe mi 0% In Amendment RA Peak Sour A.......t 2025 with Amendment Trellk MN leank a.. Taw me M p,„„„d„,„..t....., 16 AmembeeM C55.5..." Greater than 5% 1114 Peat Hour Total Capacity 16) PAINtele Rom Um...Wry IPA Peek Sour level SI Sen400 01014 To pereene., p,,,,,,,, ,,,,,,,,.., 1150624Te50 Per:eon-TVs V/C LOS 53934/NW/NE 82nd are. NW ettle Avenue West or NW 45n Avenue Westbound 2A01 2,411 022% No 4.531 2,120 0532 C 2% Out 0% In 10 663rd Mace West &NE 3. Plane Westbound 2,334 2,334 ODD% NO 2,197 0515 C 016 0. 0 BisCayne Bow .araius 1 west of Fes.vue Boulevard/us I West.. 2." 0% In 0% Out 0 2477 OW% No 4,531 2A54 0.458 C NW eltn Avenue West of NW 4.01 A Eastbound 2,197 . In 016 Out 17 0 2,14 036% no .2,52 0.465 D Westbound 1230 0% In 3% O. 15 1,245 0.7916 No 1,899 654 0.656 0 NE eltb Court West orNEMM1Co 0 Eastbound 2,4. 7% In 2% 0, ao 10 2,526 09. No 1,882 0573 D Westbound 1,387 2% In 7% Out 36 1,431 2.07% NO 2,123 692 0674 D SP 935/5W/NE 79tbStreet NE 10thAvenue We5t NE10111 Io. Eastbound 2'.' 0% In 2532 067„.„ NO 4,349 1,817 0582 D . Out 6% In 31 zs westbound .30 1.195 ,,,,, No 2,0. 0560 D 016 In Baysbore Court Rota Bay.° CO rt Eastbound 2,608 2,639 0.68% No 4,528 1,889 0583 D 616 Out 6% In 31 25 Westbound 3'2' 3,68 035% NO 4,528 1,60 0/22 D 0% Out 5% In 0 21 NW/NE71st Street NW 2nel Avenue West of NW .2.1A en e Eastbound 502 523 197% No 1,067 544 0490 D 0% Out 0 Westbound 586 ox in 612 2.44% NO 455 0574 D 5% OM 4% In 26 17 NE and Avenue West .14E2nd Aven e 345 15916 No 1,067 722 0323 C 0% Out ox in 0 Westbound 428 449 19716 NO 1,067 618 0421 C . Out 21 NW/NE 62nd Ste,44104520 NW 2nd Avenue W t f6W2 elA 1,75 0,6 006 38 . 1,413 142% NO 1,60 0529 D Westbound 2,138 0% In 9% Out . 2,184 1.72% NO 2,673 .9 0817 D NE1st Avenue W t !NE 1 t Oven . 1.157 3% In 13 1410 040% No 10131400 0438 D 0% Out 0% In 0 Wes... 1,72 ,L,44 05616 NO 2,673 886 0569 D 3% Out 15 NE,Ith C.urt We5t of NE Mb Court westbound 1.134 026% No 3,101 1,60 0368 C 0% 0, 0% In 0 NE 6Ist Street NE eltb Court Wester NEMM1Court ,.,,,,,„6,6„ '.32' '6332 032% No 3,101 1,69 0.430 C 2% 0, . In 10 17 NW/NE 541115treet NW 2nd Avenue W e NW 2 d A 1,50 1,67 038% No 2,955 1.8 0429 C 0% In .4..4 1,062 1.083 0.73% NO 2,896 1,813 0374 C 06 Out 2696 In 21 110 NE 2nd Avenue West or NE2 d Aseen e Eastbound 755 865 3.72% no 2,9s, 2,090 0293 C 016 Out 0 Westbound 1,012 1,1. 4.6316 No 2.8. 1,50 0396 C 0% In US 1 WebtM U51 Eas.ound 852 1,073 7A8% elm ,,,ss 1,882 0363 C 4. 04, 2„ Westbound 995 43% In . 0, 182 0 1,177 628% Yee 2,896 1,19 0406 C NW 7Rnstreet Norman., 7s.street Northbound 1,12 0.1n 1.96 Out 5 1,7 021% NO 4,444 1,161 0512 D Southbound 289 1% In 0% 0, 0 293 032% No 1,244 951 0235 C niw ...met North of NW WA Street Nort.ound 1,029 0% In a% Out 10 1,039 09616 Ab 3 0997 E Southbound 487 2% In 0% Out 0 495 0.77% NO 548 0.474 D NW smstreet South &NW 59th Street Northbound 954 0% In 06 Out 21 975 2.01% No 67 0935 D Southbound 679 . In 17 696 1.63% NO 346 0.668 D NW 46.Stseet North of NW .th Street Northbound 750 5% In 21 771 2.01% NO 1,00 271 0.740 0 0% 0, 0% In 0 Southbound 542 568 2A9% No 474 0545 D 5% Out 8% In 26 34 NW 4611,o-ea South of NW.th Street Northbound 787 821 32616 13, 221 0.788 0 0% 0, 0 5outhbound 583 624 393% NO 418 0599 D . 0,„ 0% In 44 North letarni Avenue 6 75tb StreM North of 6 75IM1S15.t Northbound 1,65 1,80 040% NO 3,51 2,71 0368 C 396 Out 3% In 15 13 Southbound 2,019. 2,032 035% No 3,51 1,719 0542 C 0% Out 0 6 6,161Street North of N Mb Stseet Northbound 0% In 06 Out 21 2,25 036% No 3,751 1,026 0.726 C Southbound 939 4% In 0% Out 17 0 956 OA. No vs„ 2,795 0255 C 4 ,..., South of N 59.5.treet Northbound 2,476 0% In . ,,,L4 4, 2,17 IDS% NO vs, 1,34 0671 C Southbound 1,029 8% In 0% Out 34 0 1,063 091% NO 4,45, 2688 0283 C 4 4... North of N 46th Street Northbound 2,033 5% In ox out al 0 2,054 036% NO vs, 1,697 0548 C Southbound ''. 5% Out 26 1,032 0.69% NO 3,51 2,719 0275 C 6 46. Street South of 6 46tb Street Northbound 2,000 8% In 0% 0, as 0 2,034 091% NO 3,751 1,17 0542 C Southbound ''''' 0% In 8% Out 41 IP. I.09% NO 3,751 2,08 0278 C 657511, street North of NE75tb SteeM NOA..1. 25. 0% In 3% Out 15 2581 038% NO 3,24 1,42 0658 D Southbound 1,45 3% In 13 1,58 033% No 3,924 2,565 0346 C 6564111 Street North of NE 6,1tb Street NOA..1. 2,808 0% In 5% Out 26 2,834 0.74% No 3,495 661 0811 D ...ounce IA. 5% In . Out 21 0 ,,,,, O.% No 3,495 2,068 0408 C 65 5961 Wee SOUthar NE59th Street Northbound 2.3. ox in 10% Out 52 2„,„ 132% No 3,418 979 0.714 D Southbound 1,624 10% In 0% O. az 0 1,6. 1.23% No 3,418 1,52 0.487 D .4,4t.. Soutll f NE51 5 eet Northbound 2,277 21% In 0% O. ee 0 2,3. 2.60% NO 3,418 1,052 0592 D 50.hbound 1A93 0% In 1,601 3.16% NO 3,418 1,17 0468 D 2,9,, ou„,,, 10% In 0 Northbound 1.856 1,898 13316 No 1,68 0.600 D 0% In Southbound 1A07 1A59 I.% Ab 3,1. 1,07 0.461 D 10% Out 0% In 52 N,s,,,, ,,,,,,, South of NE 67tb Street Northbound 1,33 1,879 ,,,, No 815 0697 D 9% Out 9% In 46 38 Southbound 847 885 IAI% No 2,694 1,809 0329 C NE 59. Street South of NE59tb Street Northbound 0% In 9% In 38 Southbound ''''' 1556 120% ni, 1,610 0491 D 0% 0, 5% In 0 21 Federal Highway 11.651 Steeet North of NE 46tb Str. Northbound 1,665 . Out ox in 0 Southbound 1,078 1 04 0.8204 No01 2 0349 C 5% Out 0% In 26 Bisoyne.olevard/US1 NE79111 Street North or NE79tb Street Northbound 2,62 2619 ,672% No 3,323 704 0.788 D 11% Out 57 50uUtound 2,95 1. In 0,,,, 006 0 ,,, 2,0 12816 No 3,677 1,35 0637 D NE71et WKS North of NE71st Street Northbound 2,97 0% In 15% Out 77 2,874 .6% No 4,149 1,75 0693 D Southbound 2,496 0% Out 0 2,560 15416 . 4,149 1,589 0.617 D 0E596100eet South of N559tbStreM Northbound 2,999 0% In 16% Out 82 3,081 1.73% No 1,659 0650 D soutmound 2,511 16% In se 2579 1A3% NO 2.161 0544 D 13% In 55 NE5461 Street South of NE54tb SteeM Northbound 2,952 3,007 1.16% No 1,33 0634 D 0% 0. 0 Southbound 2,385 2,452 1.4116 No 2,88 0517 0 13% Out 11% In 67 0 NE.IC 5b-eet 5ondl of NE 46th 54.. NorthbOund 3,135 3,4. 099% No 1,558 0.671 D 096 OM 0 Southbound 25. 0% In 2,„ 1.20% NO 2,177 050 D 11% O. 57 Now 02270340p204101 one-1,2ton Is the portion of ro ay.er se,trar. adopted peak hour ievel sem volorneumee troleamend.e.t. .dee RepareVastside Ridge COMP.docx 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 Reatlwry Segment Direction 2020AM Peak Season Volumes Growth Rate 2035 AM Peak season Volumes Committed Developments AM Peak Hour Transit Ridership loersM1lp 2035 Background AM Peak Hour Total Volume NI 01 ono Peak Hour odPx8yP1 AM Peak lour Transit CapachY AM Peak Hour Tetoltapadty ICI AM Peak Hour Excess B...Y AM Peak Hour Level of Service From o Vehicles PersoneriprOi Vehicles pa strips.' Vehicles Pei...ripe Persen6frlPs PersomTripa Ve MO. Person-tripsU1 PersomTrlps Per.n6frlps Per.,rlPs V/C LOS SP 934/NW/NE 82nd Street NW4th Avenue Watof MN 4th Avenue Westbound 1,259 1,763 13196 1A88 2A83 0 0 163 2,244 4520 3,528 1003 4,531 2,285 0A96 C NE3rd Place West of NE3rd Place West.und 1530 1,442 1.2196 1,217 1,704 0 0 163 1,867 2520 3,528 1503 Biscayne Boulevard/IJS1 West of Biscayne Boulevard/US 1 Westbound 988 1,383 1.2196 1,167 1,634 0 0 163 1,797 2,520 3,528 1,003 4,531 2,734 0.397 C NW 4th Avenue Watof NW 4th Avenue Eastbound 1,303 1,824 12196 1,539 2,155 0 0 566 2,721 2,688 3,763 1,003 4,766 2,045 0571 D Westbound 367 516 1.21% 434 607 0 0 163 770 640 896 1503 1,899 1,129 0605 C NE4[h Court Wat of NE4[h Court Eastbound 1A26 1,996 1.2196 1,685 2,359 0 0 566 2,925 2,432 3A05 1,003 4,408 1,483 0.664 D Westbound 409 573 12196 483 677 0 0 163 840 800 1,120 1503 2,123 1,283 0.396 C SP 934/NW/NE 79th Street NE10thAven6e West NE 10th Avenue Eastbound 1,249 1,749 1.2196 1A76 2566 0 0 560 2,626 2,432 3A05 944 4,349 1,723 0.604 D Westbound 717 1504 1.2196 847 1,186 0 0 158 1,344 800 2 Bayahore four[ East of Bayahore Dour[ Eastbound 1764 2,470 1.21% 2A84 2918 0 0 560 3A]8 4560 3,584 944 4528 1050 0.768 D Watboune 1,666 2,332 2560 3,584 NWME]1st S[rret NW 2nd Avenue West of NW dAve Eastbound 325 455 131. 384 538 0 0 5. 720 1508 Westbound 288 403 1.2196 340 476 0 0 5 481 720 1,008 59 1,067 586 0651 C NE2nd Avenue W t fNE2 dAv Eastbound 1,008 Westbound 186 260 13196 220 308 0 0 5 313 720 1508 59 1,067 754 0.293 C NW/NE62 nd Street NW 2nd Avenue West of NW 2nd Avenue Eastbound 704 986 13196832 1,164 646 904 8 3A76 1,530 2,142 531 2,673 597 0.I71 D Westbound 945 1,323 1.2196 1,117 1,563 250 350 27 1,940 1,530 2,142 531 2,673 733 0.726 D NE 1st Avenue Wa[of NE 1st Avenue Eastbound 521 729 12196 616 862 646 904 8 1774 1530 2142 531 2673 899 0.664 D atboune 307 430 13136 363 508 250 330 27 885 1530 NE 4th Court Wat of ...Court Watisound 309 433 1.2. 365 511 454 635 1,155 1,836 2,570 NE 61st Street NE 4th Court Wee of NEloth Court Eastbound 42,570 2 C NW/14E54th Street NW 2nd Avenue Wert of NW dAve Eastbound 721 15009 1.2196 852 1,193 03 0 11 1,204 1900 2560 177 2,837 1,633 0.624 C Westbound 572 801 12196 676 946 0 0 12 958 1,900 2,660 236 2,896 1,938 0.331 C NE2nd Avenue Wat of NE d2v Eastbound 523 732 12196 618 865 0 0 11 876 1,900 2,660 177 3837 1,961 0309 C Westbound 495 693 1.2196 585 819 0 0 12 831 1,900 2,660 236 2,896 2,065 0.287 C 1G1 Wat28U51 Eastbound 583 816 1.21. Westbound 3. 482 13196 406 569 0 0 12 581 1,900 2,660 236 2,896 2,315 0301 C NW 2. Avenue NW 75th Street North of NW 75th Street Northbound 160 224 1.2196 189 265 30 42 55 362 1530 2,142 236 2,378 2]936 Southbound 169 237 1.2196 200 280 ]] 108 63 451 720 1A08 236 1,244 0362 C NW Wth Street North of NW 64. Street Northbound 238 333 12196 281 394 20 28 55 477 576 806 236 1,042 565 0658 C Southbound 357 500 1.2196 422 591 ]] 108 63 ]fit 576 8. 236 1,062 281 0.731 D NW 59th Street South of NW 59t11 Street Northbound 269 377 1.21% 318 445 77 108 55 608 576 806 236 1,042 435 0583 D Xuhbound 328 4. 13196 388 543 29 41 63 647 576 806 236 1,..2 396 0.620 D NW 4fith Street North of NW 46th Street Northbound 195 273 1.2196 230 323 ]] 108 55 486 576 806 236 1,042 557 OA. D Southbound 345 483 1.2136 408 571 29 41 63 675 576 806 236 1,042 368 0.647 D NW 46th Street South of NW 46th Street Northbound 238 333 1.2196 281 394 77 108 55 557 576 8. 236 1,042 486 0534 D Xuthbouna North Miami Avenue N75th Street North of N 75th Street Northbound 1,5132,501 2,117722 1,710 1616 Southbound 516 1.2196 610 854 77 108 359 1,321 1,]10 2,394 1A16 3,810 2,489 0347 C N64th Street North of N 64th Street Northbound 1A93 1,]10 2,394 1,416 3,810 2834 Southbound 1,517 2,124 13196 1,792 2,509 77 108 359 2316 1,]10 2,394 1A16 3,810 0.381 C N59th Street South of N 59th Street Northbound 477 668 13196 564 789 77 108 253 1,150 1,710 2,394 1A16 3,810 2,660 0302 C Southbound 1/133 2,006 1.2136 3 2,320 2,770 1,]10 2,394 1,416 C N46th Street North of N 46th Street Northbound 403 5fi6 1.21% 476 667 77 108 253 1A28 1,710 2,394 1A16 3,810 2,782 0.270 C Southba nd 1223 1312 1.2196 1A45 2,023 29 41 359 2,423 1,710 2,394 1A16 3,810 1,387 0.636 C N46th Street South of N 46th Street Northbound 386 540 1.2196 456 638 77 108 253 999 1,710 2,394 1416 3,810 2,811 0.262 C Southbound 1,234 14>te 1.2196 1A58 2A41 2/141 1,]10 2,394 1,416 C NE 2nd Avenue NE ]Sth Street North of NE]Sth Streit Northbound 1. 174 479 1210 Lass 2A36 1,829 Xethbound 765 1571 13196 904 1,265 310 434 606 2305 1,454 2036 1,770 3,806 1,501 0.606 D NE64th Street North of NE64th Sueet Northbound 484 678 1.2196 572 801 98 137 479 1,417 1,148 1,607 1,829 3,436 8 2958 0612 C Southbound 914 1,280 1.2196 1A80 1,512 215 .1 606 2419 1,148 1,607 1,770 3,377 0.316 D NE593 Street South of NE590 Street Northbound 330 462 1.2196 390 546 223 312 50o 1,358 756 1A58 2,301 Southbound 891 1247 1.2136 hoi3 1,474 84 117 609 2,200 756 1,058 2242 NE51370055t South of NE51st Street Northbound 398 557 1.2196 470 658 194 272 500 1A30 756 1A58 2,301 3,359 1,930 0.626 C Southbound 722 1A11 1.2196 853 1 1A58 2,242 NE 4fith Street South of NE4fith Street Northbound 227 318 1.2196 268 3]5 194 2]2 500 1,14] 576 806 2,301 3,107 1,961 0369 C Xuhbound 680 952 1.2196 803 1,125 70 98 609 1532 576 806 2242 NE Oh Court NE fi]th Street South of NEfihhStreet Northbound 302 623 13196 357 500 14 20 679 999 576 806 1,829 2,635 1,637 0379 C Southbound 473 662 .196 559 782 31 43 606 1A31 576 806 1,770 2,576 1,145 0556 D NE 59th Street South of NE59th Street Northbound 455 637 1.21% 538 753 95 133 500 1,386 C Som... Federal Highway NE46th Street North of NE460 Street Northbound 302 423 121% 357 500 95 133 500 1,133 576 806 2,301 3,107 1974 0365 C Southbound 659 923 13196 ]]9 1A90 35 69 609 1748 576 806 2242 3048 1300 0573 D Biscayne Boulewrd/USI NE793 Street North of NE790 Street Northbound 997 1396 1.2196 1,178 1,649 64 90 275 2,014 1,615 2,261 944 3,205 1,191 0.628 D Southbound 1,573 2,202 1.21. 1,858 2261 NE71st Street North of NE71st Street Northbound 1A70 1A98 13196 1264 1770 64 90 479 2,339 1,615 2261 1,829 4090 1751 0572 D Southbound 1,812 2,537 3,841 1615 2,261 1,770 4,031 1 NE59th Street South of NE59th Street Northbound 995 1393 1.2196 1176 1646 123 172 500 2,318 1,700 2,380 2,301 4681 2363 0A95 D Southbpu nd 1,701 2,381 12196 2010 2514 45 63 609 3A86 1,100 2,380 2242 4,622 1,136 0.754 D NE54th Street South of NE54th Street Northbound 805 1127 1.21% 951 1332 123 172 500 2A04 1,700 2380 2,301 4681 2677 0628 C Southba nd 1,715 2A01 13196 2326 2,837 45 63 609 3,509 1,700 2,380 2,242 4,622 1,113 0359 D NE 46th Street Xu[h of NE46[h Street Northbound 861 1205 1.2196 1A17 1,424 123 172 500 2A96 1,]00 2,380 2,301 4,681 2 X2hbound 1,863 2,608 13196 2,201 3,082 45 63 609 3,754 1.100 2,380 2,242 4,622 8685 0812 D Note:V'Vol times lseh icleslwere converted to personeeips using .4 person/vehicle cec Pancy per 3100f Miami ib MaNs. OIDlrectlonal peak hou capacity derived from the 2013 FOOTQu0liry/LOS Handbook and the Miami-Downrown DPI K:\FTL_TPTO\143184000 E03362e Ridge COMP Update\Keport\Eartside RidgeCorrlP.doa Page-34 March 2020 Kimley»>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 26: Long-term (Year 2035) P.M. Peak Hour Roadway Capacity RoadwayDirection Segment 3030 PM Peak Season Volumes Growth Rrte P ak Season 2035Committed Volumes uo Developments Peak Hour T ramie Ridership P 2035 Bxkground PM Peak Hour Total Volume IVI Olreetloiw Peak Hour UparitYP1 MPeak'our Transit Capacity PM Peak Hour Total Capacity ICI Pe. Hour Ew...uns ty p Peak Ho vel of Wr kee From To Vehicles Person -trips. Vehicles W rsontrlpdbr1 456Id5s person -trips. Persontrips Persontrips Vehicles Persont,ips"b Person -trim Person -trips PM Peak Hour V/C LOS SR934/NW/NE 82nd Street NW 4th Avenue West of NW4th Avenue Webound 1311 4.5 1.2194 1,549 2,169 0 0 452 2,621 2,520 3528 1,003 4,531 1,910 0578 C NE3rd Place West of NE3rd Place Westbound 1,266 1,]]2 1.21% 1A96 2,094 0 0 452 2,546 2,520 3,528 1,003 4,531 1,985 056E C Biscayne BoulevardN51 Wes[of Biscayne Boulevard/IM1 Westbound 1p93 1,530 1.2196 1,291 1,808 0 0 452 2,260 2,520 3$28 1,003 4,531 2,27I 0499 C NW 4thavenue West of NW 4th Avenue Msthound 1,334 1,868 1.2196 1$76 2,207 0 0 214 2421 2,688 3,763 1,003 4,766 2,345 0508 D Westbound 523 732 1.2196 618 865 0 0 452 1317 640 896 1,003 1,899 582 0.694 D NE4th Court West of NE 4th Court Mstbound 1,528 2,139 1.2196 1,805 2,527 0 0 214 2,741 2,432 3,405 1,003 4408 1,667 0.622 D Webound 629 881 1.21% 743 1,040 0 0 452 1492 800 1,120 1,003 2,123 631 0.703 D SR934/NW/NE]9th Street NE10th Avenue West NE loth Ave Eastbound 1541 2,157 1.2194 1,421 2,549 0 0 210 2,759 2,432 3405 944 4,349 1,590 0.634 Wesbound 458 641 1.2196 541 758 0 0 449 1207 800 1120 944 2,064 857 0585 D Baysho,2022,t East cf Bayshoretourt Eastbound 1,613 2,258 1.2196 1,906 2,668 0 0 210 2,878 2,560 3,584 944 4528 1,650 0.636 Westbound 1,879 2,631 1.2194 2,220 3,108 0 0 449 355E 2,560 3584 944 4528 971 0.786 NW/NE]Ist Street NW2nd [venue West of NW 2nd Avenue Eastbound 335 469 1.2194 396 554 0 0 558 720 1po 59 1,C67 509 0523 Westbound 392 549 1.2196 463 648 0 0 3 651 720 1008 59 1p67 4.0.010 D NE 2nd Avenue W t fNE2 dAve Eastbound 218 305 1.216 258 361 0 0 4 365 720 1008 59 1p67 702 0342 C Westbound 286 400 1.2196 338 473 0 0 3 476 720 1008 59 1,067 591 0446 C NW/NE62nd Street NW 2nd Name West of NW 2 dA Eastbound 596 833 1.2196 346 485 1475 1,530 531 2,673 ,198 1419 Westhand 694 9TE 1.21% 820 1,148 770 1,078 28 2,254 1,530 2,142 531 2,673 0843 D NE 135,5 ue Wes[of NE ls[Menue Ea stbound 449 629 530 ]43 346 4.1,232 30 1,5301 2,142 531 2,673 0461 Westhand 448 627 121% 529 741 ]]0 1,070 28 1,847 1,530 2,142 531 2,673 8261 0.691 D NE 40 Court West of NE 4th Court Westbound 395 553 1.2196 467 653 387 542 5 1,200 1,836 2,570 531 3,101 1,90E 0387 C NE615t Street NE4th Court West of NE Mir Court Easthound 338 473 1.2196 399 559 566 792 27 1,378 1,836 2,570 531 3,101 1,723 0444 D NW/NE543 Street NW 2nd Nei ue West of NW 2nd Avenue Eastbound 827 1158 1.21% 9]] 1368 5 ] 13 1,388 1,900 2,660 295 2955 1567 0470 C Westbound 699 979 1.2194 826 1,156 13 1,179 2,660 236 2.6 0A0] C NE2nd Avenue West of NE 25MNen ue Eastbound 495 693 1.21% 585 819 4 b 13 838 1,900 2460 295 2,955 2,117 0283 C Westbound 667 934 1.21% 788 1,103 7 13 1,123 1,900 2,660 236 2,896 1,773 0388 USI West of US M100034 559 783 1.2196 660 925 6 8 13 946 1,900 2,660 295 2,955 2,009 0320 C Westbound 652 913 1.21% 770 1,078 9 13 13 1,104 1,900 2,660 236 2,896 1,792 0381 C NW 2nd Avenue NW75th Street North of NW 75th Sheet Northbound 684 958 1.21% 808 1,131 91 127 fib 1326 1,530 2,142 236 2,378 1,052 0558 D South bound 111 1. 1.2194 131 184 3955 69 308 720 1p08 236 1,244 9. 0247 C NW 64th Street North of NW 640 Street Northbound 561 785 1.21% 663 928 91 127 68 1,123 576 806 236 IA42 41 1.78 F South bound 2. 342 1.2194 288 4043955 fi9 528 576 8. 236 1p42 5 0.506 NW MI Street South of NW 59th Street Northbound 558 781 121% 659 923 40 56 68 1,0a7 576 806 236 1,04E -55 1004 South bound 325 455 1.2194 384 538 91 127 69 734 576 806 236 IA42 303 0.705 NW dbth Street North of NW 44[h Street Northbound 421 589 1.2196 497 696 40 56 68 820 576 806 236 1,042 222 0.]8] D Southbound 233 326 1.21% 275 385 91 127 69 581 576 806 236 IA42 461 0558 D NW Kth Street South of... Street Northbound 446 624 1.2194 527 738 40 56 68 862 576 806 236 IA42 180 0827 buthbound 260 3. 1.21% 307 430 91 127 69 626 576 806 236 1p42 4. 0601 D North Miami Avenue N]Sth Street North of N]5th Street Northbound 550 ]]0 12196 650 910 134 188 359 1p57 1,710 2384 1,357 3,751 2,294 0383 Southbound 1,154 1,6. 1.21% 1,363 1,,909 75 105 198 2,212 1,710 2,394 1,357 3,751 1,539 0590 C N 64[h Street North of N64[h Street Northbound 1A51 2,031 1.2196 1,734 2,400 134 188 359 2,947 1,730 2,3. 1,357 3,751 804 0.786 C Southbound 456 638 1.2196 539 754 45 63 198 Ip15 1,710 2,394 1,357 3,751 2,736 027I C 1459th Street South cf N 59th Street Northbound 13. 1,884 1.216 1590 2,226 83 116 359 2,701 1,710 23. 1,357 3,751 1,050 0.720 South bound 439 615 1.21% 519 726 127 178 198 1,102 1,710 2,394 1,357 3,751 2,649 0.294 C .60 Street North of N 460 Street Northbound 1A. 1,464 .2196 1,236 1 85 119 2,208 2,3. 1,357 3,751 South bound 422 591 1.21% 499 698 129 181 198 1,0]] 1,710 2,3. 1357 3,751 2,674 0287 C .60 Street South cf N 460 Street Northbound 1p24 1,434 1296 1,210 1,694 85 119 359 2,172 1,730 23% 1,357 3,751 159 0579 C Southbound 419 587 1.2.6 495 693 129 .1 198 1,072 1,710 23. 1,357 3,751 2,679 0.6 C NE 2nd avenue NE]5th Street North of NE75. Streit Northbound 795 1,113 1.21% 939 1,315 428 599 785 2,6. 1454 3,036 14888 3,9. 1,224 0.688 D South bound 401 561 1.2196 474 663 203 284 465 1Al2 1p54 2,036 1888 3 924 2 511 0360 C NE 64[h Street North of NE.. Strout Northbound IA. 1,456 1.21% 1,229 1,720 341 4]] 785 2,982 1,148 1,607 LS. 3495 513 0853 D South bound 481 673 1.2194 5. 796 162 226 465 1p87 1,1. 1,607 1,888 3495 2,008 0.6 C NE59. Street South of NE59th Strait Northbound 895 1,253 12196 1,057 1,480 177 247 809 2,536 756 Loss 2,360 3418 882 0.742 South bound 494 692 1.2196 584 817 303 424 466 1]0] 756 1,058 2,360 3,418 1,711 0499 D NESls[Street South of NESls[Street Northbound 834 I168 1.2196 985 1 380 163 228 809 2,417 756 1453 Z360 3418 1 001 0.]0] D both bound 436 610 1.2196 515 721 271 379 466 1,5. 756 1,058 2,360 3,418 1,852 0.8 C NE 4Mh Street both of NE46th Stret Northbound 553 ]]4 1.2196 653 915 .1 225 809 1,949 576 806 Z360 3.6 121] 0.6. D South bound 383 536 1.2196 453 634 2. 372 4fib 1472 576 806 Z360 3,166 1,694 0465 D NE 4.Court NE filth Street South of NE 6701 Street Northbound 646 901 1.21% 763 1069 63 88 785 1942 576 806 1,888 2 694 752 0.721 D South bound 223 312 1.2194 263 369 3650 465 8. 576 806 1,888 2,694 1,810 0328 C NE59th Street South of NE 5901 Street Northbound 186 2. 12196 220 308 73 102 809 1,219 576 806 2,3. 3,166 1,947 0385 C Southbound 585 8. 1.2196 691 968 130 182 466 1,616 576 806 2,360 3,166 1,550 0510 D Federal Highway NE 460 Street North of NE.. Street Northbound 507 710 1.2196 599 839 73 102 809 1,750 576 806 24. 3,166 1,4. 0553 D South bound 289 405 1.2196 341 478 130 182 4fifi 1,126 576 806 Z360 3,166 2,040 0356 C Biscayne Boulevard/US1 NE]9th Street North of NE79th Str. Northbound 1,205 1,687 1.21% 1424 1,993 MO 280 490 2,763 1,615 2,261 1,06E 3,323 560 0831 D Southbound 1,158 1,621 1.21% 1368 1,915 154 216 357 24188 1,615 2,261 1,416 3,6]] 1,189 0.6]] NE71st Street North of NE71st Street Northbound 1,165 1,631 1.2196 1,376 1,927 200 280 785 2,992 1,615 2,261 1,888 4,149 1,157 0.721 D South bomM 1,221 1,709 1.216 1µ3 2,020 154 216 465 2,701 1,615 2,261 1,888 4,149 1,448 0..1 NE 59th Street South of NE59th Street Northbound 1,41.4 1,980 1.2196 1b71 2,339 63 88 809 3,236 1,700 2,380 2,3. 4,740 1,5. 0.683 D South bound I174 I644 1.2196 1,387 1942 2. 360 466 2708 1700 2,38E Z360 4740 2032 057I D NE 54[h Street South of NE54th Stet Northbound 1,382 1,935 1.2196 1,633 2,286 63 88 809 3,183 1,700 2,380 2,3. 4,740 1,557 0.672 D South.. 1p89 1525 1.21% 1287 1 801 2. 300 6fifi 2,567 1700 2380 Z3. 4740 2173 0541 D NE 460 Street South of NE46. Street Northbound 1505 2,107 1.2196 3386 1,780 2380 2,360 a,7a0 1,354 0.714 South bound 1,170 1,638 1.2196 1382 1,935 214 300 466 2,703 1,700 2,380 2360 4,740 2,039 0570 D .Volumes thehicleslvere converted In person -trips using 1. person/vehicleoccu anry per City f Miami standards. 18Dlrecdanal peak hour capacity derived from the2013 FOOTQuaky/1OS Handbook and the Miami -Downtown Dal K:\FTL_TPTO\141184000 Eartside Ridge COMP Update\Keport\Eartside Ridge COME... Page-35 March 2020 Kimley>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 27: Long-term (Year 2035) with Amendment Traffic A.M. Peak Hour Roadway Capacity e«d.w am m 00.0. 058.8nd ,°..°i..M.N /Vn.. (. i,, /V.ant °. 0,,,, t �e� TreMeAM Peak "• am Amendment... wn&eater Man. mwe6nur eicway IC' °.,N E .M a:,w p nth ° P.N4 os Pe....7dfe 6464r.68N wr,...rr< w.apn p< Na LD: s0934ix«3ppazntlm«t NW4tbAvenue West mNW4tbAvenue Westbound 2,246 2,E54 0,1.6 N0 4531 E,E77 0.97 C N6374Place West 47703raPlace Wgmnnb 1.e67 016 In1,867 0.0096 No 4,531 z.664 o.41E c Biscayne ouienrd/Us1 wen of Biscayne 8oulevard/051 W0m°und 1,79J 1,797 0.00% No 4531 E,734 0397 C NW 4tb4venue West mNw 4tb/V Westbound 770 782 06396 No 1899 1,117 041E C NE .Court Went orbb 40,m n Eastbound 2,9E5 In 27 E,960 03. No 4,40e 1,448 067E D westbound ew e77 1.74% No ;1E3 1246 0.413 C se 934iNwi6F 79tb Street NE1omAvenue wear NElOm wren. Eastbound ;6z6 2,651 057% xo .349 1,698 0610 D westbound 1,344 1367 1.n% No Z. 697 066E D yz .eCoun Ea of 13 y<w C 016 In westbound E.914 2,937 0.s1% Nn .sEe 1.591 0E49 D NW/NE ]lztwees NW End/V�ue w<nmNWE aWr p Eastbound 544 563 138% No ;o67 0528 D Westbound .1 502 197% N0 1,067 565 .70 D NEznd/Vmue West of NE, doe Eastbound 4 416 In 15459 1,4196 No 1,067 608 0430 C westbound 313 330 15996 No 1067 737 0309 C N4/8803nd Street NW End4.enue westorNWE aWren a Eaemound 2076 1,110 1E7% No ;6J3 563 0.389 D Westbound 1,940 1A77 13. x0 ;6J3 696 0.340 D NE 1n/V„ue w rNE1 4v 1,]]4 1,785 0.41% No ;6J3 888 0E68 D Westbound 885 897 04596 xo ;6J3 1,776 0336 C NE.Court West ofNE4tnCourt .55 ut 1,163 0.E696 xo 3,101 1,938 0375 C NW/NE ...net NW End Avenue w<norNWE dWren Eastbound 1z04 1,z19 05. No E837 1,618 0.430 C Westbound 958 975 05996 xo 2.896 1921 0337 C NE2nd/V„ue West of NE, d/V„ a Eastbound e]6 9]s 949% No ;837 o344 C westbound 831 939 33. No 7A96 1,957 0324 C uS1 West orusl Eazmound 975 1,153 6E7% ye. ;837 1,684 0.406 C westbound 581 4. In .344 5,6396 yes 4.6 2, 0357 C NW 2naAvenue NW 75th Street No. of NW 75m Se. et WMbouna 36E 366 0.17% xo 2378 EA1E 0.154 C wumbouna 451 455 0,3.6 xo 1,E44 789 0366 C wealth Street No. of NW 64th Se, es N0""b0una 4n 4e5 O.n% xo 104E sn o.bs D soumbouna 76E 216 In 770 0,7796 No 1041 173 0.738 D NW 59. So -Kt South of NW 59th Street sae 625 163% xo 104E 418 05. D soutbbound 647 66E 1.44% No 1.m2 381 0E35 D Nw46m Wet No. of NW lath StreetNorthbound 486 505 i.az% No ;04E 538 0484 D southbouna 675 696 3.0196 No 1041 347 0667 D owamStreet sown armee.5 N0""bouna sn 30 se] z.ea% xo 104E ass 0563 D wumbound 810 843 3,1796 xo 104E 200 0808 D No. Miami/Vsue N ]Sm So -an Norm °yN JSm Se, t Northbound 1,795 2,807 03. No 3,810 Soutbbound 1,331 1,33E 02. xo 3,810 2,478 0350 C Northbound 1,093 1,110 04596 xo 3,810 E,700 0291 C N59tn Street south °tN 598s1rat soumbouna E,no E,800 039% No 3810 1,010 0335 [ N 46tb50-cet Norm eyN laths soumbouna E,aE3 E,444 05596 No 3,810 1,. 0641 C N 46tb50-cer south eyN lath Str t WMbound 999 1,0E9 0,7. No 3,810;781 0170 C NE End/Vnue NE]Sm Street N°M or NE]Smk tt+ soumbouna 2,305 1,316 0.E9% xo 9806 1p90 0s09 D NE.. SUM NUM or NE64tbkM soumbound E,419 E,438 056% xo 3377 939 0322 D NE59. nee south or NE 59m Wed Northbound 1,358 016 In 1,399 1.EE% No A359 1,960 0.417 C soumbound 2,E00 2,E38 1,1596 No 3,300 1,06E 0E78 D NESiztio-at souther NE SistSo-cet Northbound '30 1,510 E.3. No 3359 1,850 OM9 C N.E.M street South or NE 4.6. St eet NE.cwn NE 67m Stint south of ,if 67M StM Northbound 999 016 In 1,036 IA. No ;635 1,Y0 0393 C Soumbouna 1,431 1,465 1.3.6 xo 7570 1,111 05. D R,7,.5ne Boulevard/US ] NE]9tbStreet NOM or NE 79mRM Northbound 2.4 2,060 1. 96 No 3205 1,145 0E43 D outhbound 3,177 32. 1,1. No 35. 3a0 0904 D NE59m w Streuthor sokM NE59tbumbouna so 3,486 3,547 1.3E96 No 4,66E N.61M1Street South or NE 46M St eet Now awnernx7o-afecbnm baton is <W ionolthema6.3y <Bnzmz adopted peak boor I. of s<rxc< vol m< umlz<tl 0y Meannndmsc K:\FR TPm\1431640m Eastside Ridge COMP Update\Report\Eastside Ridge COMP.dou Page - 36 March 2020 Kimley>>Horn Updated Comprehensive Plan Amendment Traffic Impact Analysis Table 28: Long-term (Year 2035) with Amendment Traffic P.M. Peak Hour Roadway Capacity w seemem .Maiwlum. upmwendeM• wwrnment (autl me.sm0.a,.r. Mel .mMmxi u.tra... newer Man. ..awaw MC..., PMPeakliour Level .Fs.ewu«ern From .o Person -Trips wrzu..rys 9erwr.nys aerso.9yrs Person -Trips 2/c LOS SR 934/mv/xae2naurea NW 4m Avenue westM NW am txnn westbound xbxl 2,631 032% w 4,531 1900 0581 C NE Era Place Mat MNE Era P147e Westbound 2546 2546 0.00% NO 4,531 1985 056E C 31scayne Boulevard/US1 West Ma scayneBoulevard/us 1 Westbound 2160 M.a.00% w 4,531 2171 0.499 w 93a/bow/xE 79m so- a NW 4m avnue westM NW 4m Av..Eastbound 2p21 xp38 036x No 2}28 0512 D Westbound 1}1] 1332 0.79% W 1,a% 567 0301 D xa 4m courc westMNE.. Eastbound 2,741 2,781 0.31% w 4,408 1627 0631 D westbound 1,49x0. 156 207% W 2,12E SBJ 0324 D NE 10m Avenue west NE lmn OwenEazmouna MS. 2,]% 0.]1% w 4,349 1559 Oba2 D Westbound 1}07 1132 111% W 2,%4 832 0597 ysMrecnn E t mho C rt Eastbound W. x909 Obex W 4,axe 1b19 Ob4x D Westbound 3557 3582 055% W 4528 9% 0191 D NW 2nd Avenue Wmt of NW, d Am Eastbound 36S Sax 15. w 1,087 685 0358 C Nw/NE62nd Street Nw xna pvnue West wxw 2na Oxen.Eazmona 1p]s 38 151E uxx W x,b]3 1,160 0566 D Westbound 2154 2300 1.7. w 2,673 373 0860 D 50 xElztavanue w t xE10 Eastbound13x0. 1145 Oa9% 2,673 1pe Oa66 D Westbound 1847 1d50 056% W 2,673 eu 0697 D 3% Out 15 NE 4m Court M.ot ..Court Westbound 1100 1106 016% W 3,101 19% 0389 C NE 61st street NE4m Court west of NE 4m Court Eastbound 137e 0, 1,388 032% W 3,101 1313 0.448 D xw/xE 54m strew NW xna pvsue westwxw3 Aare Eastbound 1}88 1p05 058% W 2,955 1,550 0475 C Westbound 1,1J9 1100 a.J3x No28% 1696 0.414 C NE xnd Avenue w t IN. as Eastbound 838 9a8 312x Nox,955 2A0] 0321 C Westbound 1'. 1157 4.63x W 2,896 1639 0434 C U51 West Ml61 Eastbound In 182 Westbound 1,1044316 1186 6.28% Yes 2896 1610 0.4 [ NW xnaa Avenue NW.. Street North of NW 75th Street Northbound 1}26 1,331 O.x1% w 2,378 1A47 0560 D NW s9m Street Scum of NW 59ms NOMbound 1p4J 1,068 201% NOi,04x 26 1Ax5 NW .tll Street North of NW 4.6. Street NW .th Street South of NW 46. Strmt xorm N.ian pvnue ry Jsm Stet xottn MxJSm Brea Northbound 1,457 1p72 O.% No3,]51 2379 0392 C soumbound 2,212 2,225 035% w 3,751 1S26 0593 C x64mStreet North axwm area Northbound 2947 2y68 056% No3,]51 783 0391 c soumbound .15 In 17 1,032 0.45% w 3,751 2,719 0375 C xs9m so -et South Mx59m Street 2301 x,]4x 1.09% W 3,J51 1A09 0131 C soumbound 1,102 1,136 091% w 3,751 2,615 0303 C N 46m Street Noun MN46m Street Northbound 2108 .29 056% W 3,751 1S22 0594 C ...bound 1p]J 1,103 069% W 3351 2648 0.4 C x 46m so -et WwnMx46m Street Northbound 2,172 2106 091% W 3151 1545 0588 [ ...bound 1072 1,11E 1.09x w 3151 258 019] C xE xna avenue NE Jsm Street North of NE JSm Weer Northbound 259 2,714 038% W 3,924 1309 0.692 D Soumbound iplx 1,425 033% W 3,924 2p98 036E C f864tn Sbea NUM MNE%mS�eet Northbound 2982 016 In 3ppe o.]4% W 3,495 48] 0861 D Soumboum 1peJ 1506 0.6u% W 3,495 1}8] 0p32 D 016 In NE 59tn sties south of NE 59m Street 2560. 2588 152% No 3,418 830 035] D Wumbound 1,7OJ 1349 .3% W 3,418 1669 051E D ...Street So.), NE 51st Street ...bound 2A" 2,506 26u% w 3,418 912 0333 D Wumbound 1566 1b74 316% W 3,418 1,J44 0.0 D xE 46m shad Soul],xa 46m Wen NOMbound L..1,991 133% W 3,166 1J]5 Ob29 D soumbound 1p]x 1524 164% W 3,166 1642 0p81 D NE4m Court NE bnnsbaa South of NE 6Jm Wen Northbound 194E 1988 111E W 2,694 706 O.J38 D raS9m abed south Mxas9m Wew Northbound 1119 1165 ips% w 3,166 1}01 o.a0o [ soumbound 1b16 0,5 110% w 3,166 15. 05. D Federal Highway f%46th Str. Norm orNE.thStreet Northbound'-']" 1 1371 0.66% 3,166 1,395 0559 D Wumbound 1126 26,15E 100, Oexx 3,166 2,014 0364 C ei seayne eoulnara/uS1 NE Jmnsbm North ONE 79m Strew Northbound '63 2820 132% W 3,323 503 0849 D Wumbound 2,488 2535 118% No 3,677 114E 0.689 D 0, NE ]lst sbm N.rt MxE Jlst sweet Northbound 25x 3p69 186% W 4,149 1880 03a0 D Soumbound 2,701 2,765 154E W 4149 1384 0666 D NE.th Sbea south of NE 59th Street NOMbound 3136 3,318 1.73% W 4,]40 1.2 0300 D W.mbn.nd 2,roe 2,n6 143% w 4,]40 1}64 0586 D NE 54m Sbea south of NE 54m West Northbound 3,18E 3138 1.16% W 4,J40 1,502 0683 D Wumbound x567 2,634 141% No 4,]a0 2106 0556 D fg 46tn abed South MxE 46m streetNorthbound3,386 3p33 0.99x W 4,Ja0 1307 0324 D Wumbound x,7o1 2,758 110% w 4,J4o 1,982 0582 D Of co e2n8 portion Mme roadway segment, adopted vat hour level M acNrevolumenllaM by me am. K:\rip TPT0\1431340m Eastside Ridge COMP Update \Report\E.450.2e Ridge COMP.d.0 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 % 100.0% 39.9% SPLIT % 100.0% 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 % 100.0% 37.9% SPLIT % 100.0% 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 % 100.0% 39.2% SPLIT % 100.0% 60.8% DAILY TOTALS NB SB 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 0 SB 0 EB 4,619 WB Total 9,138 4,519 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 7:30 325 7:45 288 7:30 596 PM Peak Hour PM Pk Volume 18:00 384 14:45 403 14:30 740 Pk Hr Factor 0.855 0.847 0.882 Pk Hr Factor 0.865 0.916 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 0 SB 0 EB 3,200 WB 3,169 Total 6,369 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 07:45 262 11:00 212 07:45 441 PM Peak Hour PM Pk Volume 17:30 243 16:30 283 17:30 502 Pk Hr Factor 0.851 0.914 0.967 Pk Hr Factor 0.949 0.919 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 NW 62nd St W/O NW 2nd Ave 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 AM Pk Volume 08:15 754 07:45 596 08:15 1314 PM Peak Hour PM Pk Volume 18:00 1075 15:15 712 17:45 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 0 SB 0 EB 6,499 WB 5,269 Total 11,768 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 08:15 546 08:15 318 08:15 864 PM Peak Hour PM Pk Volume 17:45 492 17:00 448 17:00 897 Pk Hr Factor 0.948 0.874 0.931 Pk Hr Factor 0.918 0.889 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 SB 0 EB 0 w6 3,943 Tot:_ 3,9 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 1 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 % 100.0% 35.0% SPLIT % 100.0% 65.0% DAILY TOTALS NB SB EB WB Total 0 0 0 3,943 3,943 AM Peak Hour AM Pk Volume 07:45 306 07:45 306 PM Peak Hour PM Pk Volume 16:45 391 16:45 391 Pk Hr Factor 0.890 0.890 Pk Hr Factor 0.905 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 0 SB 0 EB 4,407 WB 0 Total 4,407 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 % 100.0% 37.5% SPLIT % 100.0% 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 08:30 742 08:00 566 08:00 1280 PM Peak Hour PM Pk Volume 15:45 825 17:00 692 17:00 1511 Pk Hr Factor 0.971 0.943 0.950 Pk Hr Factor 0.942 0.911 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 0 SB 0 EB 7,671 WB 8,388 Total 16,059 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 AM Pk Volume 08:30 529 11:15 505 08:15 1025 PM Peak Hour PM Pk Volume 17:30 576 15:15 660 17:00 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 0 SB 0 EB 7,756 WB 7,766 Total 15,522 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 08:30 591 11:45 476 08:45 977 PM Peak Hour PM Pk Volume 17:30 570 16:45 646 17:00 1193 Pk Hr Factor 0.906 0.952 0.977 Pk Hr Factor 0.938 0.907 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 11:45 213 07:00 168 11:45 332 PM Peak Hour PM Pk Volume 17:00 677 12:15 123 17:00 787 Pk Hr Factor 0.795 0.792 0.790 Pk Hr Factor 0.910 0.809 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 0 WB 0 Total 8,964 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 10:30 246 07:45 353 07:30 584 PM Peak Hour PM Pk Volume 17:00 555 17:30 263 17:30 801 Pk Hr Factor 0.854 0.901 0.948 Pk Hr Factor 0.925 0.913 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 11:45 275 07:45 325 07:30 587 PM Peak Hour PM Pk Volume 17:30 561 15:00 355 17:30 911 Pk Hr Factor 0.917 0.913 0.959 Pk Hr Factor 0.967 0.944 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 EB 0 WB 0 Total 8,074 3,964 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 11:45 231 08:30 408 08:45 569 PM Peak Hour PM Pk Volume 17:00 417 17:00 231 17:00 648 Pk Hr Factor 0.917 0.879 0.889 Pk Hr Factor 0.974 0.947 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 11:45 259 08:30 490 08:45 667 PM Peak Hour PM Pk Volume 17:00 442 13:15 278 17:00 693 Pk Hr Factor 0.899 0.881 0.892 Pk Hr Factor 0.944 0.891 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 NB 10,824 SB 10,965 EB 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% NB EB WB Total DAILY TOTALS 10,824 10,6 s 0 0 21,789 AM Peak Hour AM Pk Volume 08:00 1497 07:45 511 07:45 1995 PM Peak Hour PM Pk Volume 16:00 545 15:30 1212 15:30 1717 Pk Hr Factor 0.945 0.893 0.954 Pk Hr Factor 0.873 0.886 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 NBSB 12,552 l o EB 0 WB Total 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 152 lo,Bo EB 0 WB 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 NB 11,375 SB 10,658 EB 0 WB 0 Total 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 N lBs lo,Ba EB 0 06 22,033 AM Peak Hour AM Pk Volume 07:45 477 08:00 1433 07:45 1884 PM Peak Hour PM Pk Volume 15:30 1376 14:30 566 15:30 1849 Pk Hr Factor 0.846 0.880 0.916 Pk Hr Factor 0.966 0.956 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 07:45 08:30 07:45 PM Peak Hour 17:00 14:15 16:45 AM Pk Volume 382 1232 1604 PM Pk Volume 1014 442 1395 Pk Hr Factor 0.776 0.853 0.918 Pk Hr Factor 0.960 0.898 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 11:45 394 07:45 757 07:45 1068 PM Peak Hour PM Pk Volume 17:00 787 15:00 440 17:00 1144 Pk Hr Factor 0.947 0.937 0.982 Pk Hr Factor 0.898 0.957 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 EB 0 WB 0 Total 16,821 7,870 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 0 WB 0 Total 15,887 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 11:45 07:45 07:45 PM Peak Hour 17:15 16:45 17:00 AM Pk Volume 420 882 1197 PM Pk Volume 888 489 1371 Pk Hr Factor 0.921 0.984 0.947 Pk Hr Factor 0.917 0.955 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 11:45 286 07:45 673 07:30 891 PM Peak Hour PM Pk Volume 16:45 548 16:45 379 16:45 927 Pk Hr Factor 0.929 0.813 0.825 Pk Hr Factor 0.815 0.967 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 0 WB 0 Total 7,979 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 AM Pk Volume 07:45 299 07:30 468 07:45 753 PM Peak Hour PM Pk Volume 17:00 640 17:45 224 17:00 861 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 AM Pk Volume 08:00 455 07:45 192 08:00 639 PM Peak Hour PM Pk Volume 17:00 186 15:00 606 17:00 771 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 08:15 327 08:15 672 08:15 999 PM Peak Hour PM Pk Volume 16:45 502 17:15 307 16:45 783 Pk Hr Factor 0.861 0.824 0.886 Pk Hr Factor 0.909 0.882 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% NB SB EB WB Total DAILY TOTALS 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 7 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 04/08/2018 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 07/01/2018 07/08/2018 07/15/2018 07/22/2018 07/29/2018 08/05/2018 08/12/2018 08/19/2018 08/26/2018 09/02/2018 09/09/2018 09/16/2018 09/23/2018 09/30/2018 10/07/2018 10/14/2018 10/21/2018 10/28/2018 11/04/2018 11/11/2018 11/18/2018 11/25/2018 12/02/2018 12/09/2018 12/16/2018 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 refit St NE 7Bth St R' rn °' a NW 7 7 th St , MW76thtit • M NE 75th St z Indu srnal ? NE 7 41h St' Ire . Irlc 73rd St 1,7 3 FR la[ ? NW list St NW 70th St NW 69tlhSt NW 68th Ter NW 6'8th St z 3, z rn 'J -o z rn rn - 1 cm ,l2 NE 72h4-15t Falk -` :p w NE 70th 5t NE 69th St NE 68th Ter NE 613111 St z NE 65th St rn z rn m — in NE 7151St Little Hall Pail NE 77ttt 5t II II NE 76th S1 NE75thS1 1.0 z NE Eth Ave e. fie4d-43 spa NE 74-th 51 NE 73rd St NE 72nd Ter NE 72nd 51 NE701hSt I �ti • Palm BaY'v 'NF 681hS1 NE 671th St NE 66th St tLeFarts gK rr ,ti<.m. rk. . • NE 6,4th St Legion Ftcnr Miami -Dade County, Esri, HERE, Garmin, INCREM... 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 Z NW 72r�d St ,,, h1F 71 st S t �I uiorerany — t_n PArl, D 7 m q NW 157th St I NE 64th St NE 32nriSt NE Gist St Nw n[Rg 3s RDlice w' Z� G�nh_,r p �1 NW 55th St tJF h1hQSt P ° ▪ Ir ieino 117 '�q NE 5dth 51 'aim F`rl— ('.NW 54th St =Tail z i Z Z NWd lliSt n N'W 48th'St a NW 47th Ter NW 47th Si NW 4131h St — sro L 1 • re NE 47th St 4. L. NE4tithSts. y, NE 45th S1 '4 NE 44th St Z i NF 58ti, St Lake Rd eiscoyre Hay Miami -Dade County, Esri, HERE, Garmin, INCREM... If 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. T 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 N. 1 of 2 T SR 934/NE 82 ST Miami -Dade Transportation Planning Organization 80 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 Fiscal Year 2022 - 2023 2023 - 2024 2of2 T 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 DT4106464 PD&E/EMO STUDY 2020 FROM WEST OF 1-95(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 $0 $0 $0 $0 $0 $4,000 RIGHT OF WAY DDR $0 RIGHT OF WAY DIH PROJECT ACNP DEVELOPMENT AND ENVIRONMENTAL $0 $0 PROJECT NHPP $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $5,403 $144 $0 $0 $0 $0 $0 $0 $0 $0 $0 1 of 3 T 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 2of3 T SR 934/NE/NW 79 ST Miami -Dade Transportation Planning Organization 6000 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 2019 - 2020 2020 - 2021 Funding Chart $(thousands) 2021-2022 Fiscal Year 2022-2023 2023-2024 3of3 T 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 T NE 2 Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program Project Photos 2of3 T NE 2 Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program 3of3 T 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 T N Miami Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program Project Photos 2of3 T N Miami Avenue Miami -Dade Transportation Planning Organization 2020 Transportation Improvement Program 3of3 FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. ff , 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 54TH ST FROM BOULEVARD Five Year Work Program Selection Criteria All in State (Updated: 1/15/2020-21.15.01) Fiscal Year: E OF NW 7 AVENUE TO BISCAYNE Highways /Preliminary Engineering (On -Going) Highways /Right of Way (On -Going) Highways /Railroad & Utilities (On -Going) Highways /Construction (On -Going) Highways /Contract Incentives District 2020.2025 G1 Item Number:428278-2 Length Type of Work 2020 2021 2022 District 06 - Miami- 1.302 Dade County $4,425 $122,479 $149,795 RESURFACING Item 2023 428278-2 2024 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: Highways /Preliminary Engineering (On -Going) Highways /Right of Way (On -Going) Highways /Construction (On -Going) Highways /Contract Incentives 2020-2025 G1 Item Number:428278-3 Length Type of Work 2020 2021 2022 District 06 - Miami- 0.818 Dade County $1,436 $9,900 Item 2023 2024 2025 INTERSECTION IMPROVEMENT 428278-3 //I\\ FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. FDDT 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: 1 /15/2020-21.15.01) Fiscal Year: Highways /Preliminary Engineering (On -Going) Highways /Railroad & Utilities (On -Going) Highways /Construction (On -Going) District 2020-2025 G1 Item Number:440191-1 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. FDOT 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: 1 /15/2020-21.15.01) 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 Dade County Highways /Preliminary Engineering (On -Going) $20,432 Highways /Construction $310,966 LIGHTING 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-ES) 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 Per ent 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 1.1111emly Rousing(HeM1.0 10 222 1456 du 24% 76% 101 320 421 10.0% 42 81 288 378 10.0% 38 82 258 341 2.8% 10 80 251 331 0.0% 0 80 251 331 2 General..eotc 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 sMVpingcamer 10 820 107.51 ksf 62% 38% 128 78 206 10.0% 21 115 70 185 10.0% 18 103 63 166 31.3% 52 71 43 114 0.0% 0 71 43 114 4 5 6 7 8 8 10 11 12 13 14 15 ITE Land Use Code Rate or Equation 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 6% 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 ON Total Percent IC Trips In Out Total Percent PB Trips In Out Total In ON G R O U P 2 1 Mullifamilytbusing In c.roal 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 Bulking 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% 68 851 108 858 0.0% 0 851 108 859 3 ssoccoccenter 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 Rate or Equation 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)+26.48 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 \ Gales \Trip Gen\TRIP GEN 10_Redevelopment.zlsu PRINT -AM PEAK HOUR 2/172020,6:23 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 0 U P 1 1 Muaaamly Roueng(RighRlee) 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' osoe Bwlding 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 Snooping 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 a 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 Yc0.34'(X)+8 56 LN(Y) = 0.95•LN(X)+0.36 LN(Y)= 0.74'LN(X)+2.89 16% VOF Reduction Existi g 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 Mutnemiry 0ousng(Rign-Riec) 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% 0 471 321 782 2 Generalas Building 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 Shopping 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 Ra eor 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 Yn0.34*(X)+8.56 LN(Y)= 0.95'LN(X)+0.36 LN(Y)= 0.74*LN(X)+2.89 16% VOF Reduction Proposed Developme tVehic 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 \Calms\Trip Gen\TRIP GEN 10_Redevelopment.xlsx: PRINT -PM PEAK HOUR 2/172020,6:23 PM IN 303 424 NET NEW TRIPS TOTAL 671 939 OUT 368 515 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 f1 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 f1 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 4% 1%_ ..-. NW. 82nd St 1% O 2% 3%2% 4/ 1% 3%"`zi 2% 0 3% 1W. 3r/ 2% 9% 11% 3'/Yo % 15% NE Kth St —2% 6% 3% 3% 2% 1% °�a.tst 2% N 71stSt 2% 2% 2% 2% 2% 1% 3 % at 69ttl st 5% 5% 4% 3% 3% 2% 15% 1% 9% 17% 2% 3% 5% 9% 9% NWUndSt5% 3% 2% 2% 1% 4% 944; 7% 4% 8% 4% 13% 26% 5% 5% Nt.. 4tF &L°O 10% 6943 9% 21% 5%11 % n m 1 3 R .. r,91 2 % 1 3%46th,.:t 6% flz 2% 11% ti 5% ca tx 5% 3% 8% 5% T 1% �v ri 5% 3% r y +b 8% 8% g'rY I-t 3°o 5°2 5% 3% 8% 8% 16% 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 I383 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 2,222 981 MOBILITY OPTIONS Appendix F Transit Data NE 167 St GOLDEN GLADES NORTH MIAMI PEAK ONLY (see schedule) r SW/NW2Ave 4 NW3St GVT Q CTR N. Z i4o U) SW 2 St DOWNTOWN a) Q CV z HORACE MANN 13 MIDDLE SCHOOL a) Q E 05 2 z 163 St Ul Q Q CV LO T r w z 95 St 91 St NW 79 St a) Q CV Z MIAMI SHORES short turn LITTLE HAITI QWYNWOOD CO z 20St Z 14St a a) Z r Na www.miamidade.gov/transit 167 ST TERMINAL (weekdays only) Q 311 (305.468.5900) TDD: 305.468.5402 0 MiamiDadeTransit © @IRideMDT 0 @IRideMDT ;,p':, MDT TRACKER / MDT TRANSIT WATCH 0 NORTH 06/2016 MIAMWADE DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS COUNTY Aventura Blvd / NE 199 St NORTH MIAMI BEACH a) Q Lo 167 St ?Atir Q I r 163 ST MALL MIAMI SHORES UPPER EAST SIDE GVT CTR P; pm DOWNTOWN BUS > TERMINAL Q NE3St cz .cd Z NW1St Z Flagler St SW/SE 1 St 171 / 172 St 163 St ARSHT CTR &OMNI BUS TERMINAL 4 17 Ter pra / NORTH BOUND* I 14St I( 0 00 @GoMiamiDade g eP;ar MDT Tracker I EASY Pay Miami www.miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 0 NORTH 06/2019 M IAM I•DADE COUNTY - -- BEFORE6A.M. Miami Gardens Dr NE 167 St ■ ■ ■ NORTH MIAMI 124 St �■ 123 St DOWNTOWN NE3St a) NW1ST z• SW/SE 1 St GVT CTR N Miami Ave SE/NE 1 Ave 41I a) N w z 4 NORTH 06/2019 a) 0 w z 0 T w z a) .X 0 short turn MIAMI SHORES ■■—■■NE79St a) N w z LITTLE HAITI ■■—■■NE36St a) 206 St 202 St' -I m .X 0 THE BUS TERMINAL AT AVENTURA MALL 00000 Board at Bay®9 167 ST a) TERMINAL > 0 1— 167St T EDGEWATER ■■■17St a) N c SHORT TURN > 167 St a) j 163 St r 0 ©O @GoMiamiDade AppS `,;a MDT Tracker I EASY Pay Miami www.miamidade.gov/transit O 311 or 305.468.5900 TTY/FIa Relay: 711 AVENTURA MIAMI•DADE COUNTY Route 10 Miami Gardens Dr—. a) Q rn E 2 a) Lo W z Metrobus Terminal 167St i Home Depot NORTH MIAMI BEACH NORTH MIAMI a) NE 125 St WaI-Mart 1 The Mall at 163rd Street NE 163 St MIAMI SHORES EL PORTAL a) N W z WYNWOOD LITTLE HAITI > 1- MIAMI NE119St NE 17 St 031 NORTH MAP NOT TO SCALE 11/2014 NE 15 St Adrienne Arsht Center Metromover Station & Omni Metrobus Terminal a) 0 > cu NE14St m Route 16 NORTH MIAMI MIAMI SHORES EL PORTAL Arsht Performing Arts Metromover Station/ BusTerminal a> Q co w z Bus Terminal NE 167St Home Depot w ;I 1 Wal-Mart Li 163 St Mall NE 125 St NE 163 St NE 123 St a> > 10 w a> > a r NE 159 St w z a> Q CO T w z BISCAYNE PARK 0 NORTH MAP NOT TO SCALE 12/2009 NORTH MIAMI BEACH INDUSTRIAL PARK (rush hours only; see schedule) 106 St 4- a • WESTLAND • 103 & MALL • :� ti co HIALEAH NW 17 Ave > POLICE Q STA. MEMORIAL N- ■ PARK co 21r1 HIA. GDNS CITY �rO'ed ■ HALL W/E49St/NW103St INDUST. PAR K TRIPS j) ti co HIA. GDNS CITY l`d HALL Po •' CY ■ MIAMI CENTRAL SENIOR H.S. 33 PINEWOOD a) N NW/NE z 95 St ■ NORTH SHORE MEDICAL CTR BISCAYNE a) SHOPPING < PLAZA W Z 81 St NE79Stt NE 96 St 0 NORTH 02/2017 D m cn (U www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS _ CEEB INFORMATION : INFORMACION : ENFOMASYON MIAMI•DADE 0 0 iam � @GoMiDade ams MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH O 311 (305.468.5900) TDD: 305.468.5402 COUNTY NW 192 St Route 54 NW 87 Ave NW 87 Ave NW192St Miami Gardens Dr (NW 186 St) Weekday Only Montrose Rd _ Commerce Way NW114Str Li NW 112 St U > co co N z W 60 St Short Turn and Weekends MAP NOT TO SCALE 06/2015 WESTLAND > MALL N W 49 St 1 ■ ■ ■ ■ ■ W20St Okeechobee Metrorail Station a) N co Z L z Miami Lakes Dr (NW 154 St) Oak Ln N CO Hialeah Metrorail Station tiI W 18 St W&E21 St a) W Hialeah Dr METRORAIL a) rn N Z LIBERTY CITY U 71- z a NE 58 St m a� NW 54 St a, cc Brownsville NW 53 St Metrorail Station MIAMI L4 62 HIALEAH r a> Q a) EQ r-► E13St ._ E9St r Q Q co 0 short turn DR. MARTIN LIBERTY LUTHER KING, JR. CITY STATION IL NW/NE62 St ■■I NW 7 Ave w T w Q E 0_ w LL O,� W/E3St Lao •.Q TRIANGLE O' PARK o NORTH 08/2017 NW27Ave ■■I d ', , AUDREY M. EDMONSON TRANSIT VILLAGE > m a) c cti U co iE A,-62St; 0 61 St -* www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS ADE AppStoreilik INFORMATION : INFORMACION : ENFOMASYON MIAMI•D O © 0 ®GoMiamiDade IIMIS MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH 311 OR 305.468.5900 (TDD: 305.468.5402) COUNTY Route 79 Street MAX NW 27 Ave Northside Metrorial Station NW 22 Ave NW 17 Ave a) N W Z Biscayne Blvd Harbor Island Dr Normandy Or 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 f4 IMI DOWNTOWN BUS m TERMINAL Q cd v 2 Z NW1St NE3St Z Flagler St SW/SE 1 St • • • Ji • • • • • • • CO • • • • • • 1 63 ST 151 ST 146 ST 135 ST THE BUS TERMINAL AT AVENTURA MALL GARAGE WI co 2 2. NORDSTROM 123 ST SANS SOUCI BLVD 107 ST 96 ST 91 ST 79 ST 70 ST (NORTHBOUND) 71 ST (SOUTHBOUND) 62 ST 54 ST 36 ST 29 ST 19 ST EDGEWATER MAKES ALL LOCAL STOPS SOUTH OF 19 ST 0 0 0 @GoMiamiDade I eP;ar MDT Tracker I EASY Pay Miami www.miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 0 NORTH 06/2019 M IAM I•DADE COUNTY AMTRAK MIAMI STATION Q > 71- HIALEAH 0_ w TRI-RAIL METRORAIL TRANSFER E 32 St L E25St F E 21 St HIALEAH N �73 ; St Q N NW 79 St . ▪ 79 St Cswy N° o 11S O U NORTH BAY Q Q VILLAGE 0m■ L a1■ C. o ra ' v U con V ''% m c144 St Q MIAMI c BEACH cr-Q a LITTLE ,.., ,.., RIVER TRI-RAIL NORTHSIDE short turn i I METRORAIL STATION TRI-RAIL STATION AMTRAK STATION c MIAMI BEACH N CONVENTION 0 CENTER � � 17St NORTH 06/2019 Lincoln Rd 0 00 @GoMiamiDade g 4PS'eP;ar MDT Tracker I EASY Pay Miami www.miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 O u M IAM I•DADE COUNTY Route 202 Little Haiti Connection ir•s85 est �1 '+ > 0 1 < z1 1 "' FI: 1 II__a--- Q N W 83 St WEEKDAY MIDDAY TO BISCAYNE PLAZA WEEKDAY MIDDAY TO NE 36 ST NW 83 St ---------mi Biscayne ch Shopping • NE 81 St <1 Plaza ; 1 �� -t:>3 COAQ 1 1 a) 1 1 1 1 1S z NE 79 St u' ZJl -oil .`j ---------------l.-------m Village Carver NW/NE 71 St NW/NE 62 St Edison Middle School NW/NE 54 St Douglas ■ Gardens Post Office NE 39 St J a) E Miami Design Center 2 z NE 36 St aD N W • WEEKDAY MIDDAY ONLY Saba! Palm NORTH MAP NOT TO SCALE 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:OOAM-08:30AM 0600 00026 NW 2 AV & 79 ST 1.5 2 INBOUND AM PEAK 06:OOAM-08:30AM 0625 00026 NW 2 AV & 79 ST 2.2 2 INBOUND AM PEAK 06:OOAM-08:30AM 0630 00026 NW 2 AV & 79 ST 1.0 2 INBOUND AM PEAK 06:OOAM-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:OOPM-07:59PM 1910 00026 NW 2 AV & 79 ST 5.5 2 INBOUND EVENING 06:OOPM-07:59PM 1935 00026 NW 2 AV & 79 ST 5.9 2 INBOUND EVENING 06:OOPM-07:59PM 1950 00026 NW 2 AV & 79 ST 6.0 2 INBOUND EVENING 06:OOPM-07:59PM 1950 00026 NW 2 AV & 79 ST 5.0 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2005 00026 NW 2 AV & 79 ST 7.6 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2030 00026 NW 2 AV & 79 ST 3.5 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 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:OOAM-08:30AM 0600 00092 NE 2 AV & 79 ST 17.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0605 00092 NE 2 AV & 79 ST 9.5 9 INBOUND AM PEAK 06:OOAM-08:30AM 0630 00092 NE 2 AV & 79 ST 15.4 9 INBOUND AM PEAK 06:OOAM-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:OOPM-03:OOAM 2243 00092 NE 2 AV & 79 ST 18.5 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 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:OOAM-08:30AM 0620 00092 NE 2 AV & 79 ST 2.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0625 00092 NE 2 AV & 79 ST 5.3 10 INBOUND AM PEAK 06:OOAM-08:30AM 0656 00092 NE 2 AV & 79 ST 3.8 10 INBOUND AM PEAK 06:OOAM-08:30AM 0656 00092 NE 2 AV & 79 ST 8.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0725 00092 NE 2 AV & 79 ST 13.5 10 INBOUND AM PEAK 06:OOAM-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:OOPM-05:59PM 1656 00092 NE 2 AV & 79 ST 4.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00092 NE 2 AV & 79 ST 18.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1726 00092 NE 2 AV & 79 ST 9.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1730 00092 NE 2 AV & 79 ST 27.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1756 00092 NE 2 AV & 79 ST 11.0 10 INBOUND EVENING 06:OOPM-07:59PM 1802 00092 NE 2 AV & 79 ST 22.0 10 INBOUND EVENING 06:OOPM-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:OOAM-08:30AM 0606 00089 NE 2 AV & 79 ST 18.0 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0610 00089 NE 2 AV & 79 ST 18.0 10 OUTBOUND AM PEAK 06:OOAM-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:OOPM-05:59PM 1535 00089 NE 2 AV & 79 ST 9.0 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1553 00089 NE 2 AV & 79 ST 15.5 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1603 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1623 00089 NE 2 AV & 79 ST 8.7 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1635 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1656 00089 NE 2 AV & 79 ST 10.3 10 OUTBOUND PM PEAK 03:OOPM-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:OOAM-08:30AM 0618 00044 BISCAYNE BLVD & NE 79 ST 12.5 16 INBOUND AM PEAK 06:OOAM-08:30AM 0642 00044 BISCAYNE BLVD & NE 79 ST 2.0 16 INBOUND AM PEAK 06:OOAM-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:OOPM-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:OOPM-05:59PM 1724 00044 BISCAYNE BLVD & NE 79 ST 19.3 16 INBOUND PM PEAK 03:OOPM-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:OOAM-08:30AM 0615 00037 BISCAYNE BLVD & NE 79 ST 8.3 16 OUTBOUND AM PEAK 06:OOAM-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:OOPM-05:59PM 1613 00037 BISCAYNE BLVD & NE 79 ST 8.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1620 00037 BISCAYNE BLVD & NE 79 ST 12.7 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1630 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1648 00037 BISCAYNE BLVD & NE 79 ST 2.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1714 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1716 00037 BISCAYNE BLVD & NE 79 ST 7.7 16 OUTBOUND PM PEAK 03:OOPM-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 NIGHT 08:OOPM-03:OOAM 2003 00037 BISCAYNE BLVD & NE 79 ST 5.4 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2009 00037 BISCAYNE BLVD & NE 79 ST 5.5 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2038 00037 BISCAYNE BLVD & NE 79 ST 7.1 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2052 00037 BISCAYNE BLVD & NE 79 ST 3.0 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2114 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND LATE NIGHT 08: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:OOAM-08:30AM 0600 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND AM PEAK 06:OOAM-08:30AM 0620 00037 BISCAYNE BLVD & NE 79 ST 4.5 33 INBOUND AM PEAK 06:OOAM-08:30AM 0620 00037 BISCAYNE BLVD & NE 79 ST 2.3 33 INBOUND AM PEAK 06:OOAM-08:30AM 0624 00037 BISCAYNE BLVD & NE 79 ST 6.5 33 INBOUND AM PEAK 06:OOAM-08:30AM 0650 00037 BISCAYNE BLVD & NE 79 ST 0.3 33 INBOUND AM PEAK 06:OOAM-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:OOPM-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:OOPM-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:OOPM-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 24.0 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:OOAM-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:OOPM-03:OOAM 2210 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2215 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2322 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 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:OOAM-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:OOAM-08:30AM 0618 00706 NE 79 ST & BISCAYNE BLVD 9.8 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0642 00706 NE 79 ST & BISCAYNE BLVD 17.9 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0706 00706 NE 79 ST & BISCAYNE BLVD 12.2 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0730 00706 NE 79 ST & BISCAYNE BLVD 22.0 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0754 00706 NE 79 ST & BISCAYNE BLVD 13.2 48.0 79 OUTBOUND AM PEAK 06:OOAM-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:OOAM-08:30AM 0605 00712 NE 79 ST & BISCAYNE BLVD 7.6 79 INBOUND AM PEAK 06:OOAM-08:30AM 0635 00712 NE 79 ST & BISCAYNE BLVD 4.5 79 INBOUND AM PEAK 06:OOAM-08:30AM 0700 00712 NE 79 ST & BISCAYNE BLVD 5.3 79 INBOUND AM PEAK 06:OOAM-08:30AM 0723 00712 NE 79 ST & BISCAYNE BLVD 5.6 79 INBOUND AM PEAK 06:OOAM-08:30AM 0747 00712 NE 79 ST & BISCAYNE BLVD 3.8 79 INBOUND PM PEAK 03:OOPM-05:59PM 1530 00712 NE 79 ST & BISCAYNE BLVD 6.8 79 INBOUND PM PEAK 03:OOPM-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:OOAM-08:30AM 0609 00037 BISCAYNE BLVD & NE 79 ST 30.0 93 OUTBOUND AM PEAK 06:OOAM-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:OOAM 2045 00706 NE 79 ST & BISCAYNE BLVD 19.4 112 OUTBOUND LATE NIGHT 08:OOPM-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:\F L_TPTO\143184030 Eastside Ridge CDMP Update \Colts\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 20000 =Observed Count Fitted Curve 15000 T 10000 5000 0 2009 2014 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 50000 =Observed Count Fitted Curve 40000 — 30000 — 20000 — - 10000 0 2009 2014 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 2009 + + + + + + =Observed Count Fitted Curve + + i l l l l l l l l l l l l l l l 2014 2019 Year 2024 2029 2034 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 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0142 - SR 934/NW/NE 79 ST, 350' WEST OF PELICAN HARBOUR DR YEAR 2018 2017 2016 2015 2014 2013 2012 2011 2010 2009 2008 2007 2006 2005 2004 2003 AADT DIRECTION 1 DIRECTION 2 41500 C E 19500 44000 C E 21500 45500 C E 22500 46500 C E 22500 39000 C E 19500 39000 C E 20500 43000 C E 21500 39500 C E 19500 39500 C E 20500 35500 C E 16500 37000 C E 17500 38500 F E 19000 38500 C E 19000 39000 C E 19000 48000 C E 23000 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 *K FACTOR D FACTOR T FACTOR 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 0 O Observed Count Fitted Curve 2009 2014 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 9.00 54.30 8.50 2017 27000 C E 18500 W 8500 9.00 55.00 6.90 2016 26900 C E 19500 W 7400 9.00 54.50 7.20 2015 23000 C E 16500 W 6500 9.00 54.70 11.80 2014 22100 C E 15000 W 7100 9.00 54.50 10.40 2013 25700 C E 18500 W 7200 9.00 52.40 9.00 2012 25900 C E 18500 W 7400 9.00 55.70 10.50 2011 28200 C E 21500 W 6700 9.00 55.10 10.50 2010 27000 C E 19500 W 7500 8.98 54.08 9.50 2009 23600 C E 17000 W 6600 8.99 53.24 8.40 2008 24800 C E 17500 W 7300 9.09 55.75 9.60 2007 27700 C E 20000 W 7700 8.01 54.34 6.60 2006 37500 C E 16500 W 21000 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-' ca 20000 15000 LPi j 10000 5000 0 2009 =Observed Count 4Fitted Curve 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 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5060 - SR 5/US-1, 200' S NE 53 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 38000 C N 17500 S 20500 9.00 54.30 4.90 2017 38500 C N 17500 S 21000 9.00 55.00 4.50 2016 37500 C N 18500 S 19000 9.00 54.50 5.10 2015 35500 C N 16500 S 19000 9.00 54.70 4.20 2014 35500 C N 16500 S 19000 9.00 54.50 5.10 2013 37500 C N 17500 S 20000 9.00 52.40 5.20 2012 38000 C N 18000 S 20000 9.00 55.70 5.80 2011 30500 C N 15000 S 15500 9.00 55.10 4.50 2010 37500 C N 18500 S 19000 8.98 54.08 4.40 2009 40500 C N 20500 S 20000 8.99 53.24 3.40 2008 41000 C N 19500 S 21500 9.09 55.75 3.70 2007 42000 C N 20000 S 22000 8.01 54.34 3.10 2006 40500 C N 18500 S 22000 7.97 54.22 4.90 2005 39000 C N 18000 S 21000 8.80 53.80 1.80 2004 40500 C N 21000 S 19500 9.00 53.30 6.20 2003 39000 C N 18000 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 35000 30000 a) u 25000 w H 20000 0 15000 ai sa L Q 10000 5000 0 2009 o Observed Count Fitted Curve I I I I I I I I I I I I I I 2014 2019 2024 2029 2034 Year 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 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5065 - SR 5/US-1, 200' N NE 71 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 40500 C N 18500 S 22000 9.00 54.30 5.80 2017 40000 C N 18500 S 21500 9.00 55.00 8.70 2016 39000 C N 16500 S 22500 9.00 54.50 4.70 2015 40000 C N 18500 S 21500 9.00 54.70 6.50 2014 40000 C N 19000 S 21000 9.00 54.50 12.20 2013 41000 C N 20000 S 21000 9.00 52.40 6.10 2012 43000 C N 20500 S 22500 9.00 55.70 4.60 2011 37500 C N 17500 S 20000 9.00 55.10 2.80 2010 39000 C N 18500 S 20500 8.98 54.08 2.80 2009 37500 C N 18000 S 19500 8.99 53.24 5.30 2008 39000 C N 17500 S 21500 9.09 55.75 5.70 2007 41000 F N 19000 S 22000 8.01 54.34 12.90 2006 41000 C N 19000 S 22000 7.97 54.22 12.90 2005 40000 C N 18500 S 21500 8.80 53.80 2.30 2004 45000 C N 23000 S 22000 9.00 53.30 2.30 2003 43500 C N 19500 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 54, 40000 0 aa, 35000 U_ > 30000 rt 25000 L = 20000 ca 0 as 15000 ca L Q 10000 5000 0 o Observed Count Fitted Curve 2009 2014 2019 I I I I I I I i 1 + 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 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5068 SR 5/US-1, 200' N NE 79 ST/SR 934 YEAR 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 o Observed Count Fitted Curve 60000 ;n 50000 a) a) _ 40000 w L 30000 0 a) 20000 a) 10000 0 2009 2014 2019 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 Average Daily Traffic (Vehicles/Day) 20000 18000 16000 14000 — 12000 10000 8000 6000 4000 2000 0 2009 o Observed Count Fitted Curve 2014 2019 Year 2024 2029 2034 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 12000 ca 0 10000 cu U_ a) > 8000 U 4- (a L >, 6000 ca 0 a) c 4000 co a1 a 2000 0 =Observed Count 40Fitted Curve 2009 2014 2019 Year I I I I I I I I I I 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 N N Jl 11 391 '70 123 1769 568 888 9809 N rn 1368 0 Lri 12375 528 N 21567 1283 w 8591 n 1337 41-383737651�6512--- 569 c4 29272 29272 32887 N NE 82nd Stree `r29413 29235 G;30723 '127102 N U1 N 184j N W 41.D 28757 28531 V3 1])0 1758 W NW 62nd Street r ^ (0 28940 29507 01 CO r 28226 NE 79th Street 6999 7110 4383 NE 71 st Street 1955 VD 1/40 O 5652 21691 8 NW 54th NW 46th 0 CO N 01 16677 18497 4012 6461 1/40 O 00 u 7Q0 14355 r Z r I-, N m N N n Q 8033 2320 F, � F, 0 c w (I)�9751 00 N W CO 17329 r 00 00 O 2682 7862 3145 ti to rn VD 1169 11449 N ti N 01 CO O 01 N N N W NJ rn 0. rn 1447 5247 VD 23448 22571 4922 11131 u2AV u10 i 3N 6 252 Mil C 3 (Licensed to Kimley Horn and Associates Inc) Eastside Ridge CDMP CF2040 Volumes SERPM7.O71 103 129 00 51 475 1176 L8936 1033 418 29374 1013 1331 11675 4' 22924 t0 27365 co co 8912 2899 L, w 20949 886 ZS 29193 E905561' 1803 3958 M `7561 5978427 I 21.3563:49 ;•J 777 N 35314 Jti 1045 --33837 10894 NW 62nd S reet 33780 27777 27522 34120 10143 00 34183 AD 38159 NE 79th Street 00 32780 35345 10749. 7468 10604 1 N E 71 st Street 43, lµjl 4p N CO r 22905 21998 r -tri r N Ocrt NO O 6461 9025 5786 NW 46th Stree o ri V 26558 46908 91_7 0 O W 0 0 M h '.D M ^o g2gZ r, N 7361 1976 0 O CO F1 27342 26549 N I ui rn oP 25756 1182 41 7760 15023 cn N 163314 4gg 71834 63030 31665 (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 Kimley-Horn and Associates, Inc. ©2012 Kimley-Horn and Associates, Inc. October 2011 Revised April 2012 043505000 NOT TO SCALE NE 42nd Stree NE 41et Street NE 40th Street i 4114 r O NE 39th Street NE 38th Street to 414 r° 4114 r hire s 31 a *it to 1 31 82/83 L 25 L .2 y32 0 $ s 44 4114 r" 55 411. r J 22 4 h1P az� ° a htP o ay r 21y n 1 231 L 4114 r 0 A 41. F 2 J14 r J1 ot h1P 4114 r 0 2j Ire L 3° 414 4-30 0 h1P i m L 4, .114 O r 3°J ht y NE 3fith Street i r e1 J 4.17 41re 1 L5 4-1 414 r3 0 °_, hie 22 51 L L ,a 4114 r J14 r 0 0 »> 11P a hit y N 5 y 1 1 Can IGmley-Hom Mr 1 and Associates, Inc. NE 39th Street J14 J ey 1 41 hrr, r° Garage _.. 0 hr 9 11 N °rivew J414 5 414 • L 55 r 13a hr oy 31 i 30 414 r • hre y 1 4114 15 y 13 r hie 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 a „Kimley-Horn and Associates, Inc. ©2013 Kimley-Horn and Associates, Inc. May 2013 043505003 NNOTTOSCALE 14 r= .ii NE 41st Street Jl 1t is r3^ +w r tr perep J1• Jl J a 0 Prep J Jl r J i. Prep 4 1 r se NE 39th Street Preee NE 38t r 1 •e J l r'° reee J i= 14 r= NE3848 Street tr 1 .J 14 1 s 11r i< 0 1t Prep r • • NE3M P:reet 5 j• t 1 ❑n IGnley+ian t• and Assodatesr Inc. 02013 - Shay NoaOxay 0 Sway Intersection • Project Dives, 254 Pmjectramc 11 1t 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 f N NOT TO SCALE NE 43rd Street NE 42nd Street NE 39th Street Legend c — Study Roadway a) O Study Intersection Lu z Q XX Peak Hour Project Traffic 4 14 A. 8 SITE Residential Driveway T '4e3 4m29 29 Nov 0y «J14 NE 36th Street Kimley >>> Horn © 2014 • 2 J SF) P. co co ti _d 0 NE 39th Street m w NE 38th Street Figure 5 AM Peak Hour Project Trip Assignment Miami Design District SAP Amendment #2 City of Miami, Florida} f N NOT TO SCALE NE 43rd Street NE 42nd Street NE 39th Street Legend c 3 - Study Roadway w> O Study Intersection z Q XX Peak Hour Project Traffic 20 J14 3J t 22 21 `r 42 SITE Residential Driveway T _ ld d 4m 80 80 mt. NI 23 J 55 - A. 23 �14 NE 36th Street Kimley>>> Horn © 2014 T • 4 6 J a L P. G1 co co 0 NE 39th Street m w r 18 • 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 0 RI Kimley >>» Horn © 2018 Kimley-Horn and Associates, Inc. Updated August 2018 June 2018 February 2018 December 2017 043908100 tNOT TO SCALE NW 62nd Street (32) 62 4- 1 (76) 155 Kimley>»Horn ®2018 \ e zo m0 14 33 59 t 30 (91) (110)94 (202) 29 (91) 56� (126) 248 r (205) 402 F NE 67th Street E E 2nd Avenue 14 t41 (128) c 0 66 r 3 (474) 5 5 418,1 (510) 20 (91) 14 r24 (73) 1. 47 (146) (03) es. Pro(c orivewav3 • El t23 (73) J 14 40/53 (184) (35) (55) ro)a s 1tr erNew" 121 16 (4 ry FTEE C C t 24 (73) r 71 (219) 1401 a' cm 176 (547) 2 r 62 (32) �I r NE 60th Street (205) 402 - 11 r (7s) 14 FEE Fs- (5e 14 14 1 t e (i6) r 12 (3 Orly ewevs ti (0e (197) 387 ti 0,) 139 9 r r wero)xl r+2 ect Driveway 14 IXlvect e av 13 t 7e a37) ,� 7 I t 31(18) n lie31 r35 (103) J 1 4 am 41 to 4- ,0 1 r (47) 93 c N (158) 309 tl (6) 14 .1 (199) 306 (117) 51 et (210) 352 r (34) 37 7 sm 23m J 4 I (107) 151 wt (115) 167 r t r (268) 495 -e (47) e3 Project DriyewaY10 Project Driveway ll Sm L 5 05) m tte 05 MS (34) (24) 49 J (99) 136 — I NE 59th Terrace fr 29174.7 Kg EFT t 140 (r1) 4-122 (261) 4- 323 (258) J 1 f 108 (55) r 62 (32) Qhf r 1=l Project pNeway fi J 4— 294 (150) Leeeed Study Roadway _© Pmed Roadway ction XX A.M. Peak Hour Trip Assignment (XX) P.M. Peak Hour Trip Assignment II 1 14 0. 4 ( 75) 33"'5. f r (63) 'z4 i �` (148) 47 (153) • 1 (310) 0 n (347) 112 - (15) 6 1 ' m (70) 135 Plt (73) 23 s 70) Project Orly myfi Project — _ — _ — — 1t t (200) 50 i t (147) 47.E 0rlvew. aff 5C J4 (53) 33 • (7) 15 7 tie 47 55 am r ,5 (8)m Pro M Driveway/1 r (128) (a) 4— 124 (63) Ef 1 J1t NE 60th Street I 41.i (113) 35 i1 I 15 '.4. lc (18) 87 nO e Project Driveway 16 (36) NE 59th Street EFT — 9 (18) J 1 r e (18) Site NE 62nd Street NE 61st Street Figure 6 Peak Hour Project Trip Assignment Magic City SAP Miami, Florida iNOT TO SCALE NW 62nd Street NE 67th Street North Miami Avenue NE 4th Avenue P lac 4. J orroject Nayi re19 P tt r S. oo 9 Exceed — Study Roadway Proposed Roadway t1 Study Intersection XX P.M. Peak Hour Pass -By Assignment El Site . a NE 60th Street Kimley>NHorn ®tote 1 0. e Ir OrNejwry9 o rP,,4 ya Project orr eway 3 f. 25 !1r i1C 0 10 Project Driveway12 Pro ectl Driveway 13 0wt Nr oJeo Driveway o 0 �1 8� e IA ` t ,Io a v0 Project Driveway J If .1 29 1 NE 59th Terrace 9i 3 . C i Pro act o ewaye 1 NE 59th Street 1 2 NE 60th Street NE 62nd Street NE 61st Street Figure 8 P.M. Peak Hour Pass -By Trip Assignment Ma ic?,' SAP M9ami, Florida , Kimley oHorn 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 Westbound 647 0 0 0% In 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 In 26 SSg NE 4th Avenue Biscayne Boulevard Westbound 269 0 0 905 2,867 1,963 0.315 C %Out 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 NE 4th 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 16% In 402 Southbound 1,673 -12 -17 2,097 2,671 575 0.785 D 4% Out 39 Northbound 846 0 0 12% In 301 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 102% Out 117 x\nL rPTo\oa35OS1,,-Magieciry SAP\R,, ,5Mapie city s.rla up a,e,Sfl1a.m,. Page - 45 August 2018 Kimley oHorn 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 (C) P.M. Peak Hour Excess Capadty 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 0%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 -8 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 61st 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 20% 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 30% 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 0% 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% Out 36 Southbound 1,039 -12 -17 16% In 216 -10% In -20 1,357 2,553 1,196 0.532 D 4% Out 120 10% Out 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 0 0% Out 0 Southbound 1,008 -12 -17 0% In 0 -10% In -20 1,351 1,954 603 0.691 D 12% Out 361 10% Out 19 x\nL rPTokaa3soeroo-Marl,P\aeoonnMari, city s.rla update OS 2218.m,. Page -46 August 2018