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HomeMy WebLinkAboutTab 11 - Comp Plan Traffic Study■ Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis for Submittal to the City of Miami Magic City Innovation District SAP Miami Comprehensive Neighborhood Plan Amendment Miami, Florida Kimley>» Horn © 2018 Kimley-Horn and Associates, Inc. Revised August 2018 June 2018 December 2017 043908100 Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis for Submittal to the City of Miami Magic City Innovation District SAP Miami Comprehensive Neighborhood Plan Amendment Miami, Florida Prepared for: MCD Miami, LLC Prepared by: Kimley-Horn and Associates, Inc. Kimley>»Horn ©2018 Kimley-Horn and Associates, Inc. Revised August 2018 June 2018 December 2017 043908100 Kimley>>>Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis TABLE OF CONTENTS INTRODUCTION 1 DATA COLLECTION 3 PROGRAMMED ROADWAY IMPROVEMENTS 4 CAPACITY ANALYSIS METHODOLOGY 6 AMENDMENT SITE TRAFFIC 8 EXISTING CONDITIONS CAPACITY ANALYSIS 12 SHORT-TERM (YEAR 2022) CONDITIONS CAPACITY ANALYSIS 27 LONG-TERM (YEAR 2035) CONDITIONS CAPACITY ANALYSIS 32 CONCLUSION 37 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 K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - i August 2018 Kimley>>>Hom Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis LIST OF FIGURES Figure 1: Amendment Location Map 2 LIST OF TABLES Table 1: Traffic Data Collection Summary 3 Table 2: Transportation Level of Service Thresholds 7 Table 3: Existing and Proposed Maximum Development Potential Trip Generation 10 Table 4: Cardinal Trip Distribution 11 Table 5: A.M. and P.M. Peak Hour Roadway Volumes 14 Table 6: Existing A.M. and P.M. Peak Hour Transit Conditions on NW/NE 62nd Street west of NE 2nd Avenue 14 Table 7: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 62nd Street East of NE 2nd Avenue 15 Table 8: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 61' Street East of NE 2nd Avenue 15 Table 9: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 4th Court North of NE 62nd Street 16 Table 10: Existing A.M and P.M. Peak Hour Transit Conditions on NE 4th Court South of NE 62nd Street 17 Table 11: Existing A.M and P.M. Peak Hour Transit Conditions on NE 4th Avenue North of NE 62nd Street 18 Table 12: Existing A.M and P.M. Peak Hour Transit Conditions on NE 4th Avenue South of NE 62nd Street 19 Table 13: Existing A.M and P.M. Peak Hour Transit Conditions on NE 2nd Avenue north of NE 62nd Street 20 Table 14: Existing A.M and P.M. Peak Hour Transit Conditions on NE 2nd Avenue South of NE 62nd Street 21 Table 15: Existing A.M. and P.M. Peak Hour Transit Conditions on N Miami Avenue North of NW 62nd Street 22 Table 16: Existing A.M and P.M. Peak Hour Transit Conditions on N Miami Avenue South of NW 62nd Street 22 Table 17: Existing A.M and P.M. Peak Hour Transit Conditions on NW 2nd Avenue North of NW 62nd Street 23 Table 18: Existing A.M. and P.M. Peak Hour Transit Conditions on NW 2nd Avenue South of NW 62nd Street 23 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 2022) A.M. Peak Hour Roadway Capacity 28 Table 22: Short-term (Year 2022) P.M. Peak Hour Roadway Capacity 29 Table 23: Short-term (Year 2022) with Amendment Traffic A.M. Peak Hour Roadway Capacity 30 Table 24: Short-term (Year 2022) with Amendment Traffic P.M. Peak Hour Roadway Capacity 31 Table 25: Long-term (Year 2035) A.M. Peak Hour Roadway Capacity 33 Table 26: Long-term (Year 2035) P.M. Peak Hour Roadway Capacity 34 Table 27: Long-term (Year 2035) with Amendment Traffic A.M. Peak Hour Roadway Capacity 35 Table 28: Long-term (Year 2035) with Amendment Traffic P.M. Peak Hour Roadway Capacity 36 K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - ii August 2018 Kimley »Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis INTRODUCTION MCD Miami, LLC is proposing to amend the existing Miami Comprehensive Neighborhood Plan (MCNP) designation for 30 of the 37 parcels to be included in the Magic City Innovation District Special Area Plan (SAP) which are generally bounded by NE 64th Street to the north, NE 60th Street to the south, Florida East Coast (FEC) railway to the east, and NE 2nd Avenue to the west in Miami, Florida. The amendment proposes to change the subject parcels' existing future land use map (FLUM) designation from either Light Industrial or Medium Density Restricted Commercial, as applicable, all to General Commercial. The current land use designation of these parcels (Light Industrial and Medium -Density Restricted Commercial) allows for a maximum development potential (maximum floor area) of 1,010 residential dwelling units, 3,800,000 square feet of office, and 1,854,587 square feet retail. The proposed land use designation (General Commercial) for the subject parcels has a maximum development potential (maximum floor area) of 4,495 residential dwelling units (when accounting for total maximum buildout at the greatest potential density of 300 dwelling units per acre if all available density bonuses under zoning regulations are used), 5,300,000 square feet of office, and 1,878,995 square feet of retail. A location map of the amendment parcels is provided in Figure 1. Detailed maximum development information is contained in Appendix C. Kimley-Horn and Associates, Inc. has completed this traffic impact analysis for submittal to 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 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. K:\FTL_TPTO\043908100-Magic City SAP \LU PA\Report\Magic City LUPA 08 01 18.docx Page - 1 August 2018 NE 67th Street- . NE 62nd Street NE 61st Street NE 60th Street Legend Amendment Parcels Kimley>>> Horn ©2018 1 Figure 1 Amendment Location Map Magic City Innovation District SAP Miami, Florida Kimley >)Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis DATA COLLECTION The study area is generally bounded by NE 64th Street to the north, NE 60th Street to the south, Florida East Coast (FEC) railway to the east, and NE 2nd Avenue to the west. The Florida Department of Transportation (FDOT) peak season conversion factor (PSCF) was applied to the collected traffic volumes. A traffic data collection summary is contained in Table 1. Detailed traffic count and PSCF data is provided in Appendix A. Table 1: Traffic Data Collection Summary Location Data Collection Date PSCF NW 2nd Avenue between NW 67th Street and NW 62nd Street October 4, 2017 1.02 NW 2nd Avenue between NW 62nd Street and NW 59th Street October 4, 2017 1.02 N Miami Avenue between NW/NE 67th Street and NW/NE 62nd Street October 4, 2017 1.02 N Miami Avenue between NW/NE 62nd Street and NW/NE 59th Street October 4, 2017 1.02 NE 2nd Avenue between NE 67th Street and NE 62nd Street October 4, 2017 1.02 NE 2nd Avenue between NE 62nd Street and NE 59th Street October 4, 2017 1.02 NE 2nd Avenue south of NE 59th Street October 4, 2017 1.02 NE 4th Street between NE 67th Street and NE 62nd Street October 4, 2017 1.02 NE 4th Street between NE 62nd Street and NE 59th Street October 11, 2017 1.01 NE 4th Court between NE 67th Street and NE 62nd Street October 4, 2017 1.02 NE 4th Court between NE 62nd Street and NE 59th Street October 11, 2017 1.01 NE 61st Street between NE 2nd Avenue and NE 4' Avenue October 11, 2017 1.01 NE 61st Street between NE 4' Avenue and Biscayne Boulevard October 11, 2017 1.01 NW 62nd Street between NW 2nd Avenue and NE 2nd Avenue October 4, 2017 1.02 NE 62nd Street between NE 2nd Avenue and NE 4' Avenue October 11, 2017 1.01 NE 62nd Street between NE 4' Avenue and Biscayne Boulevard October 4, 2017 1.02 K:\FTL_TPTO\043908100-Magic City SAP \LU PA\Report\Magic City LUPA 08 01 18.docx Page - 3 August 2018 Kimley )),Horn Miami Comprehensive Neighborhood 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 2013-2014 City of Miami CIP, latest available as of the date of this document, specifies programmed transportation improvements to be implemented within the City of Miami over the next five (5) years. Based on the review, two (2) projects were identified within the study area, including: • NE 2nd Avenue between NE 20th Street and NE 84th Street is programmed for improvements to the storm water system, curb and gutter, concrete sidewalk, signing and pavement marking, and roadway reconstruction. • NE 56th Street between North Miami Avenue and NE 2nd Avenue is programmed for new sidewalk and roadway improvements. However, neither of these projects are expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. K:\FTL_TPTO\043908100-Magic City SAP \LU PA\Report\Magic City LUPA 08 01 18.docx Page - 4 August 2018 Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis 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 2017 TIP is for fiscal years 2017 to 2021. Improvements identified in the TIP are characterized as intermodal, highway, transit, aviation, seaport, and non -motorized. Based on the review of the 2017 Miami -Dade TPO TIP, no projects expected to increase roadway capacity were identified within the study area. Florida Department of Transportation's Five -Year Work Program The 2018-2022 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 2018-2022 FDOT Work Program, two (2) projects were identified within the study area, including: • SR 944/NW 54th Street between NW 6th Avenue and NW 1st Avenue is programmed to undergo intersection improvements. • SR 934/NE/NW 79th Street from west of 1-95 to end of SR 934 is programmed to undergo a PD&E/EMO study. However, neither of these projects are expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. 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, no projects were identified within the study area. K:\FTL_TPTO\043908100-Magic City SAP \LU PA\Report\Magic City LUPA 08 01 18.docx Page - 5 August 2018 Kimley >)Horn Miami Comprehensive Neighborhood 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\043908100-Magic City SAP \LU PA\Report\Magic City LUPA 08 01 18.docx Page - 6 August 2018 Kimley »Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 2: Transportation Level of Service Thresholds NE 62nd Street (EB/WB) west of NE 2nd Avenue(4) NE 62nd Street (WB) east of NE 2nd Avenue(5) NE 61st Street (EB) east of NE 2nd Avenue(5) NE 4th Court (NB/SB) north of NE 62nd Streetl6l NE 4th Court (NB/SB) south of NE 62nd Street(;) NE 4th Avenue (NB/SB) north of NE 62nd Streetl6l NE 4th Avenue (NB/SB) south of NE 62nd Streetl6l LOS 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 Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (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) C 1,719 0.96 788 0.43 788 0.43 266 0.46 333 0.46 266 0.46 266 0.46 D 1,800 1.00 1,760 0.96 1,760 0.96 540 0.94 675 0.94 540 0.94 540 0.94 E (2) (2) 1,836 1.00 1,836 1.00 576 1.00 720 1.00 576 1.00 576 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 NE 2nd Avenue (NB/SB) north of NE 62nd Street(s) NE 2nd Avenue (NB/SB) south of NE 62nd Street(s) NE 2nd Avenue (NB/SB) south of NE 56th Street(;) North Miami Avenue (NB/SB) north of N 62nd Street(7) North Miami Avenue (NB/SB) south of N 62nd Street(7) NW 2nd Avenue (NB/SB) north of NW 62nd Street(6) NW 2nd Avenue (NB/SB) south of NW 62nd Streetl6l LOS 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 Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (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) C 493 0.43 493 0.43 333 0.46 1,633 0.96 1,633 0.96 266 0.46 266 0.46 D 1,100 0.96 1,100 0.96 675 0.94 1,710 1.00 1,710 1.00 540 0.94 540 0.94 E 1,148 1.00 1,148 1.00 720 1.00 (2) (2) (2) (2) 576 1.00 576 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 Note: (1) Cannot be achieved per Table 7 from FDOT's 2013 Quality/Level of Service Handb (2) Not applicable per Table 7 from FDOT's 2013 Quality/Level of Service Handbook. (3) Based on Class II non -state signalized roadway (10 percent capacity reduction) (4) Based on Class I non -state signalized roadway (10 percent capacity reduction), (5) Based on Class II non -state signalized roadway (10 percent capacity reduction) (6) Based on Class II non -state signalized roadway (10 percent capacity reduction) (7) Based on Class I non -state signalized roadway (10 percent capacity reduction), (8) Based on Class II non -state signalized roadway (10 percent capacity reduction) NB: Northbound SB: Southbound EB: Eastbound WB: Westbound ook. , one -lane directional, undivided with exclusive left -turn lanes. two-lane directional divided, with exclusive left -turn lanes. , two-lane one-way (1.2 one-way factor). , one -lane directional, undivided with no exclusive turn lanes (20 percent capacity reduction). two-lane directional, undivided with exclusive left -turn lanes (5 percent capacity reduction). , two-lane directional undivided, without exclusive turn lanes (25 percent capacity reduction). K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - 7 August 2018 Kimley )),Horn Miami Comprehensive Neighborhood 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 1,010 residential dwelling units, 3,800,000 square feet of office, and 1,854,587 square feet retail. The proposed land use designation (General Commercial) amendment area has a maximum development potential (maximum floor area) of 4,495 residential dwelling units (when accounting for total maximum buildout at the greatest potential density of 300 dwelling units per acre if all available density bonuses under zoning regulations are used), 5,300,000 square feet of office, and 1,878,995 square feet of retail. The existing and proposed maximum development potentials were calculated based on the amendment's maximum allowable square footage for the development of light industrial, residential, office, and retail land uses. The maximum allowable densities were based on an iterative process to determine the highest total trip generation based on varying retail and office intensities for both the A.M. and P.M. peak hours. Detailed existing and proposed maximum development potential calculations are included in Appendix C. Trip Generation Trip generation calculations for the existing and proposed maximum development potentials were completed using the Institute of Transportation Engineer's (ITE's) Trip Generation Manual, 9th Edition. Trip generation was determined using ITE Land Use Codes (LUC): 220 (Apartment), 710 (General Office Building), and 820 (Shopping Center). 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. K:\FTL_TPTO\043908100-Magic City SAP \LU PA\Report\Magic City LUPA 08 01 18.docx Page - 8 August 2018 Kimley)),Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Miami -Dade County Transit (MDT) provides bus service for several routes in the vicinity of the amendment. A multimodal (public transit, bicycle, and pedestrian) factor based on US Census Means of Transportation to Work data was reviewed for the census tract in the vicinity of the redevelopment. The US Census data indicated that there is a 36.8 percent (36.8%) multimodal factor within the vicinity of the redevelopment. However, based on City of Miami input, and to provide a conservative analysis, as the proposed redevelopment is located outside of the Downtown Development of Regional Impact (DRI), a multimodal factor of 10.0 percent (10.0%) and a pedestrian reduction factor of 10.0 percent (10.0%) were applied to the trip generation calculations. It is expected that some residents, patrons, visitors, and employees will choose to walk or use public transit to and from the redevelopment. Internal Capture Internal capture is expected between complementary land uses within the amendment. Internal capture trips are non -vehicular 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 9.5 percent (9.5%) during the A.M. peak hour and 10.6 percent (10.6%) during the P.M. peak hour. For the proposed maximum development potential, there is an expected internal capture of 8.3 percent (8.3%) during the A.M. peak hour and 17.1 percent (17.1%) during the P.M. peak hour. 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. Please note that 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 will be reduced by 16.0 percent (16.0%) to adjust for this vehicle occupancy assumption. K:\FTL_TPTO\043908100-Magic City SAP \LU PA\Report\Magic City LUPA 08 01 18.d ocx Page - 9 August 2018 Kimley ))Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis The amendment is expected to result in an increase of 2,057 net new A.M. peak hour vehicular trips (increase of 2,880 person -trips) and an increase of 2,069 net new P.M. peak hour vehicular trips (2,897 person -trips). Table 3: Existing and Proposed Maximum Development Potential Trip Generation A.M.(P.M.) Peak Hour Future Land Use Net External Entering Exiting Scale (ITE Code) Trips Trips Trips Existing Maximum Development Potential Shopping Center (820) pp g 1,854,587 sf 566 2,548 366 1,206 200 1,342 Apartment (220) 1,010 du 393 78 315 239 151 88 General Office Building (710) 3,800,000 sf 2,661 2,415 246 3,324 554 2,770 Existing Maximum Development Potential 3,620 2,859 761 (6,111) (1,911) (4,200) 16% VOF Reduction 579 457 122 (978) (306) (672) Existing Vehicle -Trips 3,041 2,402 639 (5,133) (1,605) (3,528) Existing Vehicle and Transit Trips 3,535 2,779 756 (6,048) (1,921) (4,127) Existing Vehicle and Transit Person -Trips 4,949 3,891 1,058 (8,467) (2,689) (5,778) Proposed Maximum Development Potential Shopping Center (820) 1,878,995 sf 526 329 197 (2,216) (1,135) (1,081) Apartment (220) 4,495 du 1,737 350 1,387 (1,303) (791) (512) General Office Building (710) 5,300,000 sf 3,475 3,155 320 (4,623) (764) (3,859) Proposed Maximum Development Potential 5,738 3,834 1,904 (8,142) (2,690) (5,452) 16% VOF Reduction 918 613 305 (1,303) (431) (872) Proposed Vehicle -Trips 4,820 3,221 1,599 (6,839) (2,259) (4,580) Existing Vehicle and Transit Trips 5,592 3,726 1,866 (8,117) (2,728) (5,389) Existing Vehicle and Transit Person -Trips 7,829 5,216 2,613 (11,364) (3,819) (7,545) Net Change (Proposed - Existing) Net New Vehicle and Transit Trips 2,057 947 1,110 (2,069) (807) (1,262) Net New Person -Trips 2,880 1,325 1,555 (2,897) (1,130) (1,767) K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - 10 August 2018 Kimley »Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis 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 zones (TAZs 403 and 404). The cardinal trip distribution for TAZs 403 and 404 is provided in Table 4. The detailed cardinal distribution is contained in Appendix E. Table 4: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 16 % East -Northeast 4 % East -Southeast 3 % South -Southeast 10 % South -Southwest 20 % West -Southwest 19 % West -Northwest 13 % North -Northwest 15 % Total 100 % K:\FTL_TPTO\043908100-Magic City SAP \LUPA\Report\ Magic City LUPA 080118.docx Page - 11 August 2018 Miami Comprehensive Neighborhood 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 peak season existing A.M. and P.M. peak hour directional traffic volumes. Eight (8) Miami -Dade Transit (MDT) routes presently serve the study area during the A.M. and P.M. peak hours. • Route 2 operates with 20-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 3 operates with 15-minute headways in the northbound and southbound directions during the A.M. peak hour, 20-minute headways in the northbound direction during the P.M. peak hour, and 15-minute headways in the southbound direction during the P.M. peak hour. • Route 9 operates with 12-minute headways in the northbound and southbound directions during the A.M. peak hour, 12-minute headways in the northbound direction during the P.M. peak hour, and 20-minute headways in the southbound direction during the P.M. peak hour. • Route 10 operates with 30-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 16 operates with 28-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 62 operates with 30-minute headways in the eastbound and westbound directions during the A.M. and P.M. peak hours. • Route 93 operates with 15-minute headways in the northbound direction during the A.M. peak hour, 20-minute headways in the southbound direction during the A.M. peak hour, and 15-minute headways in the northbound and southbound directions during the P.M. peak hour. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - 12 August 2018 Kimley »Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis • 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 68 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. Furthermore, one (1) Miami Trolley route is proposed to serve the study area during the A.M. and P.M. peak hours. • Little Haiti Route operates with 20-minute headways in the eastbound and westbound directions during the A.M. and P.M. peak hours. Miami Trolley provides bus service along study corridors with bus capacities of 40 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. Miami Trolley route maps are included in Appendix F. Please note that the Little Haiti route was not included in the existing conditions analysis as it is not expected to be operational in 2017. 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\043908100-Magic City SAP \LUPA\Report\ Magic City LUPA 080118.docx Page - 13 August 2O18 Kimley Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 5: A.M. and P.M. Peak Hour Roadway Volumes Roadway Segment Direction 2017 Raw Existing Volumes (veh/hr) Peak Season Factor 2017 Peak Season Volumes (veh/hr) From To AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour NE 62nd Street NW 2nd Avenue NE 2nd Avenue Eastbound 531 400 1.02 542 408 Westbound 345 486 1.02 352 496 NE 2nd Avenue NE4thAvenue Westbound 420 456 1.01 424 461 NE4thAvenue Biscayne Boulevard Westbound 125 212 1.02 128 216 NE 61st Street NE 2nd Avenue NE4thAvenue Eastbound 401 387 1.01 405 391 NE4thAvenue Biscayne Boulevard Eastbound 410 301 1.01 414 304 NE 4th Court NE 67th Street NE 62nd Street Northbound 219 727 1.02 223 742 Southbound 560 269 1.02 571 274 NE 62nd Street NE 59th Street Northbound 195 598 1.01 197 604 Southbound 631 178 1.01 637 180 NE4thAvenue NE 67th Street NE 62nd Street Northbound 25 27 1.02 26 28 Southbound 20 65 1.02 20 66 NE 62nd Street NE 59th Street Northbound 54 111 1.01 55 112 Southbound 81 41 1.01 82 41 NE 2nd Avenue NE 67th Street NE 62nd Street Northbound 355 740 1.02 362 755 Southbound 707 335 1.02 721 342 NE 62nd Street NE 56th Street Northbound 266 783 1.02 271 799 Southbound 752 389 1.02 767 397 NE 56th Street South of NE 56th Street Northbound 276 738 1.02 282 753 Southbound 693 370 1.02 707 377 North Miami Avenue N 67th Street N 62nd Street Northbound 462 1,265 1.02 471 1,290 Southbound 1,095 469 1.02 1,117 478 N 62nd Street N 59th Street Northbound 507 1,180 1.02 517 1,204 Southbound 1,094 464 1.02 1,116 473 NW 2nd Avenue NW 67th Street NW 62nd Street Northbound 201 193 1.02 205 197 Southbound 450 240 1.02 459 245 NW 62nd Street NW 59th Street Northbound 307 420 1.02 313 428 Southbound 407 340 1.02 415 347 Table 6: Existing A.M. and P.M. Peak Hour Transit Conditions on NW/NE 62nd Street west of NE 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/NE 62nd Street west of NE 2nd Avenue 30 2 136 15 riders Eastbound 68 Route 62 (30) (2) (136) (27 riders) 30 2 136 30 riders Westbound 68 (30) (2) (136) (34 riders) Northbound/ 60 1 68 4 riders Eastbound (60) (1) 68 (68) (2 riders) Route 202 Southbound/ 60 1 68 3 riders 68 Westbound (60) (1) (68) (3 riders) 20 3 120 26 riders Eastbound 40 Little Haiti (20) (3) (120) (30 riders) Trolley111 20 3 120 26 riders Westbound 40 (20) (3) (120) (30 riders) 6 324 45 riders Eastbound - - Total (6) (324) (59 riders) 6 324 59 riders Westbound - - (6) (324) (67 riders) Notes: ill Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 0118.docx Page - 14 August 2018 Kimley»)Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 7: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 62nd Street East of NE 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.) NE 62nd Street east of NE 2nd Avenue 30 2 136 30 riders Route 62 Westbound 68 (30) (2) (136) (34 riders) Southbound/ 60 1 68 3 riders Route 202 68 Westbound (60) (1) (68) (3 riders) Little Haiti 20 3 120 26 riders Westbound 40 Trolley1�1 (20) (3) (120) (30 riders) 6 324 59 riders Total Westbound - - (6) (324) (67 riders) Notes: (1) Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. Table 8: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 61st Street East of NE 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.) NE 61st Street east of NE 2nd Avenue 30 2 136 30 riders Route 62 Eastbound 68 (30) (2) (136) (34 riders) Northbound/ 60 1 68 4 riders Route 202 68 Eastbound (60) (1) (68) (2 riders) Little Haiti 20 3 120 26 riders Eastbound 40 Trolley1�1 (20) (3) (120) (30 riders) 6 324 60 riders Total Eastbound - - (6) (324) (66 riders) Notes: (1) Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 080118.docx Page - 15 August 2018 Kimley>»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 9: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 4th Court North of NE 62"d Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NE 4th Court north of NE 62nd Street 20 3 204 109 riders Northbound 68 Route 3 (20) (3) (204) (76 riders) 20 3 204 91 riders Southbound 68 (20) (3) (204) (89 riders) 12 5 340 69 riders Northbound 68 Route 9 (12) (5) (340) (109 riders) 12 5 340 122 riders Southbound 68 (12) (3) (204) (60 riders) 30 2 136 25 riders Northbound 68 Route 10 (30) (2) (136) (49 riders) 30 2 136 42 riders Southbound 68 (30) (2) (136) (31 riders) 30 2 136 43 riders Northbound 68 Route 16 (30) (2) (136) (56 riders) 30 2 136 57 riders Southbound 68 (30) (2) (136) (50 riders) 15 4 272 99 riders Northbound 68 Route 93 (15) (4) (272) (93 riders) 15 4 272 89 riders Southbound 68 (15) (4) (272) (92 riders) 60 1 68 4 riders Northbound 68 Route 202 (60) (1) (68) (2 riders) 60 1 68 3 riders Southbound 68 (60) (1) (68) (3 riders) Little Haiti 20 3 120 26 riders Southbound 40 Trolley(1) (20) (3) (120) (30 riders) 17 1,156 349 riders Northbound - - Total (17) (1,156) (385 riders) 20 1,276 430 riders Southbound - - (18) (1,140) (355 riders) Notes: (1) Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 0118.docx Page - 16 August 2018 Kimley>»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 10: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 4th Court South of NE 62"d Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NE 4th Court south of NE 62nd Street 20 3 204 109 riders Northbound 68 (20) (3) (204) (76 riders) Route 3 20 3 204 91 riders Southbound 68 (20) (3) (204) (89 riders) 12 5 340 69 riders Northbound 68 Route 9 (12) (5) (340) (109 riders) 12 5 340 122 riders Southbound 68 (12) (3) (204) (60 riders) 30 2 136 25 riders Northbound 68 Route 10 (30) (2) (136) (49 riders) 30 2 136 42 riders Southbound 68 (30) (2) (136) (31 riders) 30 2 136 43 riders Northbound 68 Route 16 (30) (2) (136) (56 riders) 30 2 136 57 riders Southbound 68 (30) (2) (136) (50 riders) 15 4 272 99 riders Northbound 68 Route 93 (15) (4) (272) (93riders) 15 4 272 89 riders Southbound 68 (15) (4) (272) (92 riders) Little Haiti 20 3 120 26 riders TrolIeylli Southbound (20) (3) 40 (120) (30 riders) 16 1,088 345 riders Northbound - - Total (16) (1,088) (383 riders) 19 1,208 427 riders Southbound - - (17) (1,072) (352 riders) Notes: (1) Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 0118.docx Page - 17 August 2018 Kimley>»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 11: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 4th Avenue North of NE 62"d Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NE 4th Avenue north of NE 62nd Street 20 3 204 109 riders Northbound 68 Route 3 (20) (3) (204) (76 riders) 20 3 204 91 riders Southbound 68 (20) (3) (204) (89 riders) 12 5 340 69 riders Northbound 68 Route 9 (12) (5) (340) (109 riders) 12 5 340 122 riders Southbound 68 (12) (3) (204) (60 riders) 30 2 136 25 riders Northbound 68 Route 10 (30) (2) (136) (49 riders) 30 2 136 42 riders Southbound 68 (30) (2) (136) (31 riders) 30 2 136 43 riders Northbound 68 Route 16 (30) (2) (136) (56 riders) 30 2 136 57 riders Southbound 68 (30) (2) (136) (50 riders) 15 4 272 99 riders Northbound 68 Route 93 (15) (4) (272) (93 riders) 15 4 272 89 riders Southbound 68 (15) (4) (272) (92 riders) 60 1 68 4 riders Northbound 68 Route 202 (60) (1) (68) (2 riders) 60 1 68 3 riders Southbound 68 (60) (1) (68) (3 riders) Little Haiti 20 3 120 26 riders Southbound 40 Trolleyltl (20) (3) (120) (30 riders) 17 1,156 349 riders Northbound - - Total (17) (1,156) (385 riders) 20 1,276 430 riders Southbound - - (18) (1,140) (355 riders) Notes: ili Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 0118.docx Page - 18 August 2018 Kimley>»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 12: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 4th Avenue South of NE 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.) NE 4th Avenue south of NE 62nd Street 20 3 204 109 riders Northbound 68 (20) (3) (204) (76 riders) Route 3 20 3 204 91 riders Southbound 68 (20) (3) (204) (89 riders) 12 5 340 69 riders Northbound 68 Route 9 (12) (5) (340) (109 riders) 12 5 340 122 riders Southbound 68 (12) (3) (204) (60 riders) 30 2 136 25 riders Northbound 68 Route 10 (30) (2) (136) (49 riders) 30 2 136 42 riders Southbound 68 (30) (2) (136) (31 riders) 30 2 136 43 riders Northbound 68 Route 16 (30) (2) (136) (56 riders) 30 2 136 57 riders Southbound 68 (30) (2) (136) (50 riders) 15 4 272 99 riders Northbound 68 Route 93 (15) (4) (272) (93 riders) 15 4 272 89 riders Southbound 68 (15) (4) (272) (92 riders) Little Haiti 20 3 120 26 riders Southbound 40 Trolley(1) (20) (3) (120) (30 riders) 16 1,088 345 riders Northbound - - Total (16) (1,088) (383 riders) 19 1,208 427 riders Southbound - - (17) (1,072) (352 riders) Notes: (1)Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 0118.docx Page - 19 August 2018 Kimley>»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 13: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 2nd Avenue north of NE 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.) NE 2nd Avenue north of NE 62nd Street 20 3 204 109 riders Northbound 68 Route 3 (20) (3) (204) (76 riders) 20 3 204 91 riders Southbound 68 (20) (3) (204) (89 riders) 12 5 340 69 riders Northbound 68 Route 9 (12) (5) (340) (109 riders) 12 5 340 122 riders Southbound 68 (12) (3) (204) (60 riders) 30 2 136 25 riders Northbound 68 Route 10 (30) (2) (136) (49 riders) 30 2 136 42 riders Southbound 68 (30) (2) (136) (31 riders) 30 2 136 43 riders Northbound 68 Route 16 (30) (2) (136) (56 riders) 30 2 136 57 riders Southbound 68 (30) (2) (136) (50 riders) 15 4 272 99 riders Northbound 68 Route 93 (15) (4) (272) (93 riders) 15 4 272 89 riders Southbound 68 (15) (4) (272) (92 riders) 60 1 68 4 riders Northbound 68 Route 202 (60) (1) (68) (2 riders) 60 1 68 3 riders Southbound 68 (60) (1) (68) (3 riders) Little Haiti 20 3 120 26 riders Southbound 40 Trolley(1) (20) (3) (120) (30 riders) 17 1,156 349 riders Northbound - - Total (17) (1,156) (385 riders) 20 1,276 430 riders Southbound - - (18) (1,140) (355 riders) Notes: (1) Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 0118.docx Page - 20 August 2018 Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 14: Existing A.M. and P.M. Peak Hour Transit Conditions on NE 2nd Avenue South of NE 62' 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 2nd Avenue south of NE 62nd Street 20 3 204 109 riders Northbound 68 Route 3 (20) (3) (204) (76 riders) 20 3 204 91 riders Southbound 68 (20) (3) (204) (89 riders) 12 5 340 69 riders Northbound 68 Route 9 (12) (5) (340) (109 riders) 12 5 340 122 riders Southbound 68 (12) (3) (204) (60 riders) 30 2 136 25 riders Northbound 68 Route 10 (30) (2) (136) (49 riders) 30 2 136 42 riders Southbound 68 (30) (2) (136) (31 riders) 30 2 136 43 riders Northbound 68 Route 16 (30) (2) (136) (56 riders) 30 2 136 57 riders Southbound 68 (30) (2) (136) (50 riders) 15 4 272 99 riders Northbound 68 Route 93 (15) (4) (272) (93 riders) 15 4 272 89 riders Southbound 68 (15) (4) (272) (92 riders) Little Haiti 20 3 120 26 riders Southbound 40 Trolley(1) (20) (3) (120) (30 riders) 16 1,088 345 riders Northbound - - Total (16) (1,088) (383 riders) 19 1,208 427 riders Southbound - - (17) (1,072) (352 riders) K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 0118.docx Page - 21 August 2018 Kimley »> Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 15: Existing A.M. and P.M. Peak Hour Transit Conditions on N Miami Avenue North of 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.) N Miami Avenue north of NE 62nd Street 12 5 340 69 riders Northbound 68 Route 9 (12) (5) (340) (109 riders) 12 5 340 122 riders Southbound 68 (12) (3) (204) (60 riders) 30 2 136 25 riders Northbound 68 Route 10 (30) (2) (136) (49 riders) 30 2 136 42 riders Southbound 68 (30) (2) (136) (31 riders) 60 1 68 4 riders Northbound 68 Route 202 (60) (1) (68) (2 riders) 60 1 68 3 riders Southbound 68 (60) (1) (68) (3 riders) Little Haiti 20 3 120 26 riders Southbound 40 Trolley(1) (20) (3) (120) (30 riders) 8 544 98 riders Northbound - - Total (8) (544) (160 riders) 11 664 193 riders Southbound - - (9) (528) (124 riders) Notes: (1) Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. Table 16: Existing A.M. and P.M. Peak Hour Transit Conditions on N Miami Avenue South of 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.) N Miami Avenue south of NE 62nd Street 12 5 340 69 riders Northbound 68 Route 9 (12) (5) (340) (109 riders) 12 5 340 122 riders Southbound 68 (12) (3) (204) (60 riders) 30 2 136 25 riders Northbound 68 Route 10 (30) (2) (136) (49 riders) 30 2 136 42 riders Southbound 68 (30) (2) (136) (31 riders) Little Haiti 20 3 120 26 riders Southbound 40 Trolley1�1 (20) (3) (120) (30 riders) 7 476 94 riders Northbound - - Total (7) (476) (158 riders) 10 596 190 riders Southbound - - (8) (460) (121 riders) Notes: (1) Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - 22 August 2018 Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 17: Existing A.M. and P.M. Peak Hour Transit Conditions on NW 2nd Avenue North of 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 2nd Avenue north of NW 62nd Street Northbound/ 60 1 68 4 riders 68 Eastbound (60) (1) (68) (2 riders) Route 202 Southbound/ 60 1 68 3 riders 68 Westbound (60) (1) (68) (3 riders) Little Haiti 20 3 120 26 riders Trolley(1) Northbound (20) (3) 40 (120) (30 riders) Northbound/ 4 188 30 riders Eastbound (4) (188) (32 riders) Total Southbound/ 1 68 3 riders Westbound (1) (68) (3 riders) Notes: (1) Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. Table 18: Existing A.M. and P.M. Peak Hour Transit Conditions on NW 2nd Avenue South of 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 2nd Avenue south of NW 62nd Street 20 3 204 24 riders Northbound 68 Route 2 (20) (3) (204) (32 riders) 20 3 204 39 riders Southbound 68 (20) (3) (204) (28 riders) 60 1 68 4 riders Northbound 68 (60) (1) (68) (2 riders) Route 202 60 1 68 3 riders Southbound 68 (60) (1) (68) (3 riders) Little Haiti 20 3 120 26 riders Northbound 40 Trolley(1) (20) (3) (120) (30 riders) 7 392 54 riders Northbound - - (7) (392) (64 riders) Total 4 272 42 riders Southbound - - (4) (272) (31 riders) Notes: (1) Route is approved but not yet operational. Ridership was estimated based on adjacent MDT routes. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 0118.docx Page - 23 August 2018 Kimley »Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis 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 (LOS E or better) on all study area segments. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 080118.docx Page - 24 August 2018 Kimley »Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 19: Existing A.M. Peak Hour Roadway Capacity Roadway Segment Direction 2017 AM Peak Season Volumes AM Peak Hour Transit Ridership AM Peak Hour Total Volume (V) Directional Peak Hour Capadty« AM Peak Hour Transit Capadty AM Peak Hour Total Capadty (C) AM Peak Hour Excess Capadty AM Peak Hour Level of Service From To Vehides Person-Tripst" Person -Trips Person -Trips Vehides Person-Tripst" Person -Trips Person -Trips Person -Trips V/C LOS NE62nd Street NW 2nd avenue NE2nd avenue Eastbound 542 759 19 778 1,800 2,520 204 2,724 1,946 0.286 C westbound 352 493 33 526 1,800 2,520 204 2,724 2,198 0.193 C NE2nd Avenue NE 4th Avenue westbound 424 594 33 627 1,836 2,570 204 2,774 2,148 0.226 C NE 4th Avenue Biscayne Boulevard westbound 128 179 33 212 1,836 2,570 204 2,774 2,562 0.076 C NE 61st Street NE2nd Avenue NE 4th Avenue Eastbound 405 567 34 601 1,836 2,570 204 2,774 2,173 0.217 C NE 4th Avenue Biscayne Boulevard Eastbound 414 580 34 614 1,836 2,570 204 2,774 2,161 0221 C NE4th Court NE6nh street NE62nd street Northbound 223 312 349 661 576 806 1,156 1,962 1,301 0.337 C Southbound 571 799 404 1,203 576 806 1,156 1,962 759 0.613 D NE 62nd Street NE 59th Street Northbound 197 276 345 621 720 1,008 1,088 2,096 1,475 0.296 C Southbound 637 892 401 1,293 720 1,008 1,088 2,096 803 0.617 D NE 4th Avenue NE6nh street NE62nd street Northbound 26 36 349 385 576 806 1,156 1,962 1,577 0.196 C Southbound 20 28 404 432 576 806 1,156 1,962 1,530 0.220 C NE 62nd Street NE 59th Street Northbound 55 77 345 422 576 806 1,088 1,894 1,472 0.223 C Southbound 82 115 401 516 576 806 1,088 1,894 1,379 0.272 C NE2nd Avenue NE6nh street NE62nd street Northbound 362 507 349 856 1,148 1,607 1,156 2,763 1,907 0.310 C Southbound 721 1,009 404 1,413 1,148 1,607 1,156 2,763 1,350 0.512 D NE 62nd street NE 56th Street Northbound 271 379 345 724 1,148 1,607 1,088 2,695 1,971 0.269 C Southbound 767 1,074 401 1,475 1,148 1,607 1,088 2,695 1,220 0.547 D NE 56th Street South of NE 56th Street Northbound 282 395 345 740 720 1,008 1,088 2,096 1,356 0.353 C Southbound 707 990 401 1,391 720 1,008 1,088 2,096 705 0.664 D North Miami Avenue N 67th street N62nd street Northbound 471 659 98 757 1,710 2,394 544 2,938 2,181 0.258 C Southbound 1,117 1,564 167 1,731 1,710 2,394 544 2,938 1,207 0.589 C N 62nd Street Nsam Street Northbound 517 724 94 818 1,710 2,394 476 2,870 2,052 0.285 C Southbound 1,116 1,562 164 1,726 1,710 2,394 476 2,870 1,144 0.602 C NW 2ndavenue NW 67th Street NW 62nd Street Northbound 205 287 4 291 576 806 68 874 583 0.333 C Southbound 459 643 3 646 576 806 68 874 229 0.738 D NW 62nd Street NW 59th Street Northbound 313 438 28 466 576 806 272 1,078 612 0.432 C Southbound 415 581 42 623 576 806 272 1,078 455 0.578 D Note: t1)Volumes (vehicles) were converted to person-tri ps using 1.4 person/vehicle oc upancy per City of Miami stand rds. (2)Di recti ona I peak hour capacity derived from the 2013 FDOT Quality/LOS Handbook. K:\FTL TPTO\o4390g11:10-Magic City SAP \LUPA\Report\Magic City LUPA GS o118.do0x Page - 25 August 2018 Kimley*Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 20: Existing P.M. Peak Hour Roadway Capacity Roadway Segment Direction 2017 PM Peak Season Volumes PM Peak Hour Transit Ridership PM Peak Hour Total Volume (V) Directional Peak Hour Capacity« PM Peak Hour Transit Capadty PM Peak Hour Total Capadty (C) PM Peak Hour Excess Capadty PM Peak Hour Level of Service From To Vehicles Person -Trips° Person -Trips Person -Trips Vehides Person -Trips° Person -Trips Person -Trips Person -Trips V/C LOS NE 62nd Street NW 2nd avenue NE 2nd avenue Eastbound 408 571 29 600 1,800 2,520 204 2,724 2,124 0.220 C westbound 496 694 37 731 1,800 2,520 204 2,724 1,993 0.269 C NE 2nd avenue NE4th avenue westbound 461 645 37 682 1,836 2,570 204 2,774 2,092 0.246 C NE 4th avenue Biscayne Boulevard westbound 216 302 37 339 1,836 2,570 204 2,774 2,435 0.122 C NE 61st Street NE 2nd avenue NE4th avenue Eastbound 391 547 36 583 1,836 2,570 204 2,774 2,191 0.210 C NE 4th avenue Biscayne Boulevard Eastbound 304 426 36 462 1,836 2,570 204 2,774 2,313 0.166 C NE 4th Court NE 67th Street NE 62nd Street Northbound 742 1,039 385 1,424 576 806 1,156 1,962 539 0.726 D Southbound 274 384 325 709 576 806 1,020 1,826 1,118 0.388 C NE62nd Street NE59th Street Northbound 604 846 383 1,229 720 1,008 1,088 2,096 867 0.586 D Southbound 180 252 322 574 720 1,008 952 1,960 1,386 0.293 C N E4th avenue NE 67th Street NE 62nd Street Northbound 28 39 385 424 576 806 1,156 1,962 1,538 0.216 C Southbound 66 92 325 417 576 806 1,020 1,826 1,409 0.229 C NE62nd Street NE59th Street Northbound 112 157 383 540 576 806 1,088 1,894 1,355 0.285 C Southbound 41 57 322 379 576 806 952 1,758 1,379 0.216 C NE 2nd avenue NE 67th Street NE 62nd Street Northbound 755 1,057 385 1,442 1,148 1,607 1,156 2,763 1,321 0.522 D Southbound 342 479 325 804 1,148 1,607 1,020 2,627 1,823 0.306 C NE62nd Street NE56th Street Northbound 799 1,119 383 1,502 1,148 1,607 1,088 2,695 1,194 0.557 D Southbound 397 556 322 878 1,148 1,607 952 2,559 1,681 0.343 C NE 56th Street South of NE56th Street Northbound 753 1,054 383 1,437 720 1,008 1,088 2,096 659 0.686 D Southbound 377 528 322 850 720 1,008 952 1,960 1,110 0.434 C North Miami avenue N 67th Street N62nd Street Northbound 1,290 1,806 160 1,966 1,710 2,394 544 2,938 972 0.669 C Southbound 478 669 94 763 1,710 2,394 408 2,802 2,039 0.272 C N 62nd Street Ns9th Street Northbound 1,204 1,686 158 1,844 1,710 2,394 476 2,870 1,026 0.642 C Southbound 473 662 91 753 1,710 2,394 340 2,734 1,981 0.275 C NW 2nd avenue NW 67th Street NW 62nd Street Northbound 197 276 2 278 576 806 68 874 597 0.318 C Southbound 245 343 3 346 576 806 68 874 528 0.396 C NW 62nd Street NW 59th Street Northbound 428 599 34 633 576 806 272 1,078 445 0.587 D Southbound 347 486 31 517 576 806 272 1,078 562 0.479 D Note: (1)Volumes (vehicles) were converted to person-tri ps using 1.4 person/vehicle occupancy per City of Mi ami stand rds. (2)Di rectiona l peak hour capacity derived from the 2013 FDOT Quality/LOS Handbook. K:\FTL TPTO\o4390g11:10-Magic City SAP \LUPN\Report\Magic City LUPN GR o118.do0x Page -26 August 2018 Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis SHORT-TERM (YEAR 2022) CONDITIONS CAPACITY ANALYSIS Short-term (year 2022) 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 5-year and 10-year historical growth trends calculated from FDOT count stations within the study area. The highest calculated growth rate of 1.14 percent (1.14%) was based on the SERPM model. The growth rate was applied to the 2017 traffic data and compounded annually to develop the 2022 volumes. Detailed growth calculations are contained in Appendix G. Committed Developments The City of Miami identified the Miami Jewish Health Systems and Eastside Ridge as committed developments. These developments were included as a background condition. Available information for these developments are 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 2022 conditions) without amendment traffic and short-term (year 2022 conditions) with amendment traffic. The results indicate that all roadway segments are expected to operate at adopted levels of service (LOS E or better). As a result, the proposed land use designation amendment is not expected to have a significant or adverse impact on the roadway segments. K:\FTL_TPTO\043908100-Magic City SAP\LUPA \Report\ Magic City LUPA 080118.docx Page - 27 August 2018 Kimley»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 21: Short-term (Year 2022) A.M. Peak Hour Roadway Capacity Roadway Segment Direction 2017 AM Peak Season Volumes Growth Rate 2022 AM Peak Season Volumes Committed Developments AM Peak Hour Transit Ridership 2022 Background AM Peak Hour Total Volume (V) Directional Peak Hour Capacityi'I AM Peak Hour Transit Capacity AM Peak Hour Total Capacity (C) AM Peak How Excess Capacity AM Peak Hour Level of Service From To Vehicles person-Tripslal Vehides person-Tripslal Vehicles person-Tripslal Person -Trips Person -Trips Vehicles Person-Tripslal Person -Trips Person -Trips Person -Trips V/C L05 NE send street NW lnd Avenue NE1nd Avenue Eastbound 542 759 1.14% 574 804 35 49 45 898 1,800 2,520 324 2,844 1,946 0.316 C westbound 352 493 1.14% 373 522 34 48 59 629 1,800 2,520 324 2,844 2,215 0.221 C NE end Avenue NE am Avenue wotb©a 424 594 1.14% 449 629 10 14 59 702 1,836 2,570 324 2,894 2,193 0.242 C NE am Avenue Bi yne Boulevard W0tb©d 128 179 1.14% 135 189 10 14 59 262 1,836 2,570 324 2,894 2,632 0.091 C NESlst street NE end Avenue NE am Avenue Eastbound 405 567 1.14% 429 601 10 14 60 675 1,836 2,570 324 2,894 2,220 0.233 C NE 4th Avenue Bi yne Boulevard Eastbound 414 580 1.14% 438 613 10 14 60 687 1,836 2,570 324 2,894 2,207 0.237 C NE am court NE Snhsxreet NE Sznd Street Northbound 223 312 1.14% 236 330 0 0 349 679 576 806 1,156 1,962 1,283 0.346 C Stflb©d 571 799 1.14% 604 846 0 0 430 1,276 576 806 1,276 2,082 807 0.613 0 NESmd meet NE ssm meet Northbound 197 276 1.14% 208 291 0 0 345 636 720 1,008 1,088 2,096 1,460 0.304 C Southbound 637 892 1.14% 674 944 0 0 427 1,371 720 1,008 1,208 2,216 845 0.619 0 NE am Avenue NE Snhsxreet NE Sznd Street Northbound 26 36 1.14% 28 39 0 0 349 388 576 806 1,156 1,962 1,574 0.198 C Stflb©d 20 28 1.14% 21 29 0 0 430 459 576 806 1,276 2,082 1,623 0.221 C NE5mtlStreet NE 55m street Ntflb©d 55 77 1.14% 58 81 0 0 345 426 576 806 1,088 1,894 1,468 0.225 C Southbound 82 115 1.14% 87 122 0 0 427 549 576 806 1,208 2,014 1,466 0.272 C NE mdAvenue NE Snhsxreet NE Sznd Street Northbound 362 507 1.14% 383 536 25 35 349 920 1,148 1,607 1,156 2,763 1,843 0.333 C sou....721 1,009 1.14% 763 1,068 25 35 430 1,533 1,148 1,607 1,276 2,883 1,350 0.532 0 NE Sind street NE ssm street Ntflb©d 271 379 1.14% 287 402 49 69 345 815 1,148 1,607 1,088 2,695 1,880 0.303 C sou....767 1,074 1.14% 812 1,137 50 70 427 1,634 1,148 1,607 1,208 2,815 1,191 0.580 0 NE sem street scum of NESSm s< t Ntflb©d 282 395 1.14% 298 417 49 69 345 831 720 1,008 1,088 2,096 1,265 0.396 C sou....707 990 1.14% 748 1,047 50 70 427 1,544 720 1,008 1,208 2,216 672 0.697 0 N thnn A N Srm street NSlnd street Ntflb©d 471 659 1.14% 498 697 19 27 98 822 1,710 2,394 544 2,938 2,116 0.280 C sou....1,117 1,564 1.14% 1,182 1,655 20 28 193 1,876 1,710 2,394 664 3,058 1,182 0.613 C N5mtlStreet N55m street Ntflb©d 517 724 1.14% 547 766 39 55 94 914 1,710 2,394 476 2,870 1,956 0.319 C sou....1,116 1,562 1.14% 1,181 1,653 40 56 190 1,899 1,710 2,394 596 2,990 1,091 0.635 C NW mdAvenue NW Srm street NW Sind street Ntflb©d 205 287 1.14% 217 304 10 14 30 348 576 806 188 994 647 0.350 C sou... 459 643 1.14% 486 680 10 14 3 697 576 806 68 874 177 0J98 0 NW 52ntl street NW 55m street Ntflb©d 313 438 1.14% 331 463 20 28 54 545 576 806 392 1,198 653 0.455 C sou....415 581 1.14% 439 615 20 28 42 685 576 806 272 1,078 394 0.635 0 Note. i'iVolumes (vehicles) were converted to person -trips using 1.4person/ve icle occupancy er City of Miami tandards. i'�Oirectiona I peak hour ca pa city derived from th 2013 FOOT Quality/LO5 Handbook. K:\FTL TPTO\04390810PMagic GOT SAP \LUPN\Report\Magic Ciry LUPN 0R 0118.docx Page - 28 August 2018 Kimley»»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 22: Short-term (Year 2022) P.M. Peak Hour Roadway Capacity Roadway Segment Direction 2017 PM Peak Season Volumes Growth Rate 2022 PM Peak Season Volumes Committed Developments PM Peak Hour Transit Ridership 2022 Background PM Peak Hour Total Volume (V) Directional Peak Hour Capacity- 'I PM Peak Hour Transit capacity PM Peak Hour Total Capadty (C) PM Peak Hour Excess Capacity PM Peak Hour Level of Service From To Vehicles person-Tripslal Vehicles person-tripslal Vehicles person-tripslal Person -trips Person -trips Vehicles Person-tripslal Person -trips Person -trips PM Peak Hour V/C L05 NE send street NW 2nd Avenue NE 2nd Avenue Eastbound 408 571 1.14% 432 605 38 53 59 217 1,800 2,520 324 2,844 2,122 0.252 C Wtb©d 496 694 1.14% 525 735 46 64 67 866 1,800 2,520 324 2,844 1,978 0.305 C NE end Avenue NE ...en. wt©a 461 645 1.14% 488 683 11 15 67 766 1,836 2,570 324 2,894 2,129 0.265 C NE ath Avenue Bi yne Boulevard wt©a 216 302 1.14% 229 321 11 15 67 403 1,836 2,570 324 2,894 2,491 0.139 C NE slst street NE end Avenue NE. enue Eastbound 391 547 1.14% 414 580 13 18 66 664 1,836 2,570 324 2,894 2,231 0.229 C NE ath Avenue Bi yne Boulevard Eastbound 304 426 1.14% 322 451 13 18 66 535 1,836 2,570 324 2,894 2,359 0.185 C NE. court NEscth street NE send scree[ Northbound 742 1,039 1.14% 785 1,099 0 0 385 1,484 576 806 1,156 1,962 478 0.756 0 So....224 384 1.14% 290 406 0 0 355 261 576 806 1,140 1,946 1,185 0.391 C NE eznd street NE ssm street Northbound 604 846 1.14% 639 895 0 0 383 1,278 720 1,008 1,088 2,096 818 0.610 0 Stflb©d 180 252 1.14% 190 266 0 0 352 618 720 1,008 1,072 2,080 1,462 0.297 C NE .Avenue NEscth street NE send scree[ Northbound 28 39 1.14% 30 42 0 0 385 427 576 806 1,156 1,962 1,535 0.218 C So....66 92 1.14% 70 98 0 0 355 453 576 806 1,140 1,946 1,493 0.233 C NE5mtlStreet NE 5. street Northbound 112 157 1.14% 119 167 0 0 383 550 576 806 1,088 1,894 1,345 0.290 C Stflb©d 41 57 1.14% 43 60 0 0 352 412 576 806 1,072 1,878 1,466 0.219 C NE Ind Avenue NE57[1,s[reet NE 52ntls[reet Northbound 755 1,057 1.14% 799 1,119 35 49 385 1,553 1,148 1,607 1,156 2,763 1,211 0.562 0 Stflb©d 342 479 1.14% 362 507 29 41 355 902 1,148 1,607 1,140 2,747 1,845 0.328 C NE5mtlStreet NE 55thStreet Northbound 799 1,119 1.14% 846 1,184 68 95 383 1,663 1,148 1,607 1,088 2,695 1,033 0.617 0 Stflb©d 397 556 1.14% 420 588 56 78 352 1,018 1,148 1,607 1,072 2,679 1,661 0.380 C NEsem street south of NE sem s< t Northbound 753 1,054 1.14% 797 1,116 68 95 383 1,594 720 1,008 1,088 2,096 502 0.760 0 Stflb©d 377 528 1.14% 399 559 56 78 352 989 720 1,008 1,072 2,080 1,091 0.475 0 N rch nn A Nen Neznd street Ntflb©d 1,290 1,806 1.14% 1,365 1,911 29 41 160 2,112 1,710 2,394 544 2,938 826 0.719 C So....478 669 1.14% 506 708 26 36 124 869 1,710 2,394 528 2,922 2,053 0.297 C N 52ntlstreet N55th street Northbound 1,204 1,686 1.14% 1,274 1,784 55 JJ 158 2,019 1,710 2,394 476 2,870 851 0.703 C Stflb©d 473 662 1.14% 501 701 48 67 121 890 1,710 2,394 460 2,854 1,964 0.312 C NW 2nd Avenue NW scth street NW 62nd street Northbound 197 276 1.14% 208 291 13 18 32 341 576 806 188 994 653 0.343 C So....245 343 1.14% 259 363 11 15 3 381 576 806 68 874 493 0.436 C NW 62nd scree[ NW ssth street Northbound 428 599 1.14% 453 634 26 36 64 735 576 806 392 1,198 464 0.613 0 Stflb©d 347 486 1.14% 367 514 22 31 31 576 576 806 272 1,078 503 0.534 0 Note. ''Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. i'i0irectiona I peak hour ca pa city derived from th 2013 FOOT quality/LOS Handbook. K:\FTL TPTO\043908100-Magic City SAP \LUPN\Report\Magic Ciry LUPN oR 0118.d00. Page - 29 August 2018 Kimley 0 Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 23: Short-term (Year 2022) with Amendment Traffic A.M. Peak Hour Roadway Capacity Roadway Segment Direction 2022 Background AM Peak Hour Total Volume Amendment AM Peak Hour Distribution (Maximum) Amendment AM Peak Hour Assignment 2022 with Amendment TrafficAM Peak Hour Total Volume (V) Amendment Traffic Contributiont'� Amendment Contribution Greater than 5% AM Peak Hour Total Capadty (C) AM Peak Hour Excess Capacity AM Peak Hour Level of Service From To Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS Eastbound 898 36% In 477 1,375 16.77% Yes 2,844 1,469 0.483 C 0% Out 0 NW 2nd Avenue NE 2nd Avenue Westbound 629 0% In 0 1,189 19.68% Yes 2,844 1,655 0.418 C 36% Out 560 NE 62nd Street NE 2nd Avenue NE 4th Avenue Westbound 702 5% In 66 1,234 18.41% Yes 2,894 1,660 0.426 C 30% Out 467 NE4th Avenue Biscayne Boulevard Westbound 262 23%In 305 613 12.14% Yes 2,894 2,281 0.212 C 3% Out 47 NE 2nd Avenue NE 4th Avenue Eastbound 675 33%In 437 1,159 16.72% Yes 2,894 1,736 0.400 C 3% Out 47 NE61st Street NE4th Avenue Biscayne Boulevard Eastbound 687 1,135 15.46% Yes 2,894 1,760 0.392 C 16% Out 249 Northbound 679 0% In 0 711 1.58% No 1,962 1,252 0.362 C 2% Out 31 NE 67th Street NE 62nd Street South bound 1,276 2/ In 27 1,302 1.27% No 2,082 780 0.625 D 0% Out 0 NE 4th Court Northbound 636 5% In 66 702 3.16% No 2,096 1,394 0.335 C 0% Out 0 NE 62nd Street NE 59th Street South bound 1,371 1,433 2.81% No 2,216 783 0.647 D 4% put 62 Northbound 388 29% In 384 772 19.58% Yes 1,962 1,190 0.394 C 0% Out 0 NE 67th Street NE 62nd Street South bound 459 1% In 13 924 22.29% Yes 2,082 1,159 0.444 C 29%Out 451 NE 4th Avenue Northbound 426 18% In 239 727 15.87% Yes 1,894 1,168 0.384 C 4% Out 62 NE 62nd Street NE 59th Street South bound 549 804 12.67% Yes 2,014 1,210 0.399 C 13% Out 202 Northbound 920 0% In 0 1,122 7.32% Yes 2,763 1,641 0.406 C 13% Out 202 NE 67th Street NE 62nd Street South bound 1,533 12% In 159 1,692 5.51% Yes 2,883 1,191 0.587 D 0% Out 0 Northbound 815 2% In 27 1,091 10.21% Yes 2,695 1,605 0.405 C 16% Out 249 NE 2nd Avenue NE 62nd Street NE 56th Street South bound 1,634 16% In 212 1,908 9.74% Yes 2,815 907 0.678 D 4% Out 62 Northbound 831 12% In 159 990 7.59% Yes 2,096 1,106 0.472 D 0% Out 0 NE 56th Street South of NE 56th Street South bound 1,544 04 In 0 1,731 8.42% Yes 2,216 485 0.781 D 12% Out 187 Northbound 822 0% In 0 900 2.65% No 2,938 2,038 0.306 C 5% Out 78 NE 67th Street NE 62nd Street South bound 1,876 5% In 66 1,942 2.17% No 3,058 1,116 0.635 C 0% Out 0 North Miami Avenue Northbound 914 54 In 66 981 2.31% No 2,870 1,889 0.342 C 0% Out 0 NE 62nd Street NE 59th Street South bound 1,899 0% In 0 1,977 2.60% No 2,990 1,013 0.661 C 5% Out 78 Northbound 348 0% In 0 426 7.82% Yes 994 569 0.428 C 5% Out 78 NE 67th Street NE 62nd Street South bound 697 5% In 66 764 7.58% Yes 874 111 0.873 D 0% Out 0 NW 2nd Avenue Northbound 545 5% In 66 612 5.53% Yes 1,198 587 0.510 D 0% Out 0 NE 62nd Street NE 59th Street South bound 685 0% In 0 762 7.21% Yes 1,078 316 0.707 D 5% Out 78 Note Amendment traffic contribution is the portion of the roadwa segments adopt d peak hour level of service vol ume utilized by the a me dment. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - 30 August 2018 Kimley-»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 24: Short-term (Year 2022) with Amendment Traffic P.M. Peak Hour Roadway Capacity Roadway Segment Direction 2022 Badcground PM Peak Hour Total Volume Amendment PM Peak Hour Distribution (Maximum) Amendment PM Peak Hour Assignment 2022 with Amendment Traffic PM Peak Hour Total Volume (V) Amendment Traffic Contributionc'� Amendment Contribution Greater than 5% PM Peak Hour Total Capacity (C) PM Peak Hour Excess Capadty PM Peak Hour Level of Service From To Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS Eastbound 717 36% In 407 1,124 14.30% Yes 2,844 1,720 0.395 C 0% Out 0 NW 2nd Avenue NE 2nd Avenue Westbound 866 0% In 0 1,503 22.37% Yes 2,844 1,341 0.528 C 36% Out 636 NE 62nd Street NE 2nd Avenue NE 4th Avenue Westbound 766 5% In 57 1,352 20.27% Yes 2,894 1,542 0.467 D 30% Out 530 NE4th Avenue Biscayne Boulevard Westbound 403 23% In 260 716 10.81% Yes 2,894 2,178 0.247 C 3% Out 53 NE 2nd Avenue NE 4th Avenue Eastbound 664 33%In 373 1,090 14.71% Yes 2,894 1,805 0.376 C 3% Out 53 NE61st Street Avenue Biscayne Boulevard Eastbound 535 1NE4th 987 15.62% Yes 2,894 1,907 0.341 C 15%Out 283170 803 Northbound 1,484 0% In 0 1,519 1.80% No 1,962 443 0.774 D 2% Out 35 NE 67th Street NE 62nd Street Southbound 761 2% In 23 784 1.16% No 1,946 1,163 0.403 C 0% Out 0 NE 4th Court Northbound 1,278 5% In 57 1,334 2.70% No 2,096 762 0.636 D 0% Out 0 NE 62nd Street NE 59th Street Southbound 618 689 3.40% No 2,080 1,391 0.331 C 4% Out 71 Northbound 427 29% In 328 755 16.70% Yes 1,962 1,208 0.385 C 0% Out 0 NE 67th Street NE 62nd Street Southbound 453 1% In 11 977 26.91% Yes 1,946 970 0.502 D 29%Out 512 NE 4th Avenue Northbound 550 18% In 203 824 14.47% Yes 1,894 1,071 0.435 C 4% Out 71 NE 62nd Street NE 59th Street Southbound 412 687 14.64% Yes 1,878 1,191 0.366 C 13% Out 230 Northbound 1,553 0% In 0 1,782 8.31% Yes 2,763 981 0.645 D 13% Out 230 NE 67th Street NE 62nd Street Southbound 902 12% In 136 1,038 4.94% No 2,747 1,709 0.378 C 0% Out 0 Northbound 1,663 2% In 23 1,968 11.33% Yes 2,695 727 0.730 D 16% Out 283 NE 2nd Avenue NE 62nd Street NE 56th Street Southbound 1,018 16% In 181 1,270 9.39% Yes 2,679 1,409 0.474 D 4% Out 71 Northbound 1,594 124 In 136 1,730 6.47% Yes 2,096 366 0.825 D 0% Out 0 NE 56th Street South of NE 56th Street Southbound 989 0% In 0 1,201 10.19% Yes 2,080 879 0.577 D 12% Out 212 Northbound 2,112 0% In 0 2,200 3.01% No 2,938 738 0.749 C 5% Out 88 NE 67th Street NE 62nd Street Southbound 869 5% In 57 925 1.93% No 2,922 1,997 0.317 C 0% Out 0 North Miami Avenue Northbound 2,019 5% In 57 2,075 1.97% No 2,870 795 0.723 C 0% Out 0 NE 62nd Street NE 59th Street Southbound 890 0% In 0 978 3.10% No 2,854 1,876 0.343 C 5% Out 88 Northbound 341 0% In 0 430 8.88% Yes 994 565 0.432 C 5% Out 88 NE 67th Street NE 62nd Street Southbound 381 5% In 57 438 6.46% Yes 874 437 0.500 D 0% Out 0 NW 2nd Avenue Northbound 735 5% In 57 791 4.71% No 1,198 407 0.660 D 0% Out 0 NE 62nd Street NE 59th Street Southbound 576 0% In 0 664 8.19% Yes 1,078 414 0.616 D 5% Out 88 Note 'Amendment traffic contribution is the p rtion of the roadwa segments adopt d peak hour level of service vol ume utilized by the amendment. K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - 31 August 2018 Miami Comprehensive Neighborhood 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 5-year and 10-year historical growth trends calculated from FDOT count stations within the study area. The highest calculated growth rate of 1.14 percent (1.14%) was based on the SERPM model. The growth rate was applied to the 2017 traffic data linearly, year over year, to develop the 2035 volumes. Detailed growth calculations are contained in Appendix G. Committed Developments The City of Miami identified the Miami Jewish Health Systems and Eastside Ridge as committed developments. These developments were included as a background condition. Available information for these developments are 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 analyses 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). As a result, the proposed land use designation amendment is not expected to have a significant or adverse impact on the roadway segments. K:\FTL_TPTO\043908100-Magic City SAP\LU PA\Report\Magic City LUPA 08 01 18.docx Page - 32 August 2018 Kimley»»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 25: Long-term (Year 2035) A.M. Peak Hour Roadway Capacity Roadway Segment Direction 2017 AM Peak Season Volumes Growth Rate 2035 AM Peak Season Volumes Committed Developments AM Peak How Transit Ridership 2035 Background AM Peak Hour Total Volume (V) Directional Peak Hour Ca [I'I paci y AM Peak Hour Transit Capacity AM Peak Hour Total Capacity (C) AM Peak Hour Excess Capacity AM Peak Hour Level of Service From To Vehicles Person - Tripslyl Vehicles Person-TripsM Vehicles Person-Tripsm Person -Trips Person -Trips Vehicles Person-Tripsm Person -Trips Person -Trips Person -Trips v/C FOS NE sl nd street NW lnd Avenue NE 2na Avenue Eastbound 542 759 1.14% 653 914 35 49 45 1,008 1,800 2,520 324 2,844 1,836 0.355 C westbound 352 493 1.14% 424 594 34 43 59 700 1,800 2,520 324 2,844 2,144 0.246 C NE1nd Avenue NE am Avenue westbound 424 594 1.14% 511 715 10 14 59 733 1,836 2,570 324 2,894 2,106 0.272 C NE am Avenue Bi yne Boulevard westbound 128 179 1.14% 154 216 10 14 59 289 1,836 2,570 324 2,894 2,606 0.100 C NE sl st street NE1nd Avenue NE am Avenue Eastbound 405 S67 1.14% 488 683 10 14 60 JSJ 1,836 2,570 324 2,894 2,137 0.262 C NE ath Avenue Bi yne Boulevard Eastbound 414 530 1.14% 499 699 10 14 60 773 1,336 2,S70 324 2,394 2,122 0.267 C NEam court NE enhsxreet NE eznd street Northbound 223 312 1.14% 269 377 0 0 349 726 576 806 1,156 1,962 1,237 0.370 C Southbound 571 799 1.14% 699 963 0 0 430 1,393 576 806 1,276 2,082 699 0.669 0 NE sl nd street NE ssm street Northbound 197 276 1.14% 237 332 0 0 345 677 720 1,008 1,088 2,096 1,419 0.323 C Southbound 637 392 1.14% 768 1,075 0 0 427 1,502 720 1,008 1,208 2,216 714 0.678 0 NE am Avenue NE enhsxreet NE eznd street Northbound 26 36 1.14% 31 43 0 0 349 392 576 806 1,156 1,962 1,570 0.200 C Southbound 20 28 1.14% 24 34 0 0 430 464 576 806 1,276 2,082 1,619 0.223 C NE sin t NEset Northbound 55 77 1.14% 66 92 0 0 345 437 576 806 1,088 1,894 1,457 0.231 C Southbound 82 115 1.14% 99 139 0 0 427 566 576 806 1,208 2,014 1,449 0.281 C NE znd Avenue NE eJm Street NE eznd street Northbound 362 507 1.14% 436 610 25 35 349 994 1,148 1,607 1,156 2,763 1,769 0.360 C Southbound 721 1,009 1.14% 869 1,217 25 35 430 1,682 1,148 1,607 1,276 2,883 1,202 0.583 0 NE eznd street NE sem street Northbound 271 379 1.14% 327 458 49 69 345 871 1,148 1,607 1,088 2,695 1,824 0.323 C Southbound 767 1,074 1.14% 924 1,294 50 70 427 1,791 1,148 1,607 1,208 2,815 1,025 0.636 0 NE sem street scum of NEsemn t Northbound 282 395 1.14% 340 476 49 69 345 890 720 1,008 1,088 2,096 1,206 0.424 C Southbound 707 990 1.14% 852 1,193 50 70 427 1,690 720 1,008 1,208 2,216 526 0.763 0 N mM A N enhstreet Neznd street Northbound 471 659 1.14% 568 795 19 27 98 920 1,710 2,394 544 2,938 2,018 0.313 C Southbound 1,117 1,564 1.14% 1,346 1,884 20 28 193 2,105 1,710 2,394 664 3,058 953 0.688 C N 52ntls[reet N55m street Northbound 517 724 1.14% 623 872 39 55 94 1,021 1,710 2,394 476 2,870 1,849 0.356 C Southbound 1,116 1,562 1.14% 1,345 1,883 40 56 190 2,129 1,710 2,394 596 2,990 861 0.712 C NW mtlAvenue NW sJm street NW sl nd street Northbound 205 287 1.14% 247 346 10 14 30 390 576 806 188 994 605 0.392 C Southbound 459 643 1.14% 553 774 10 14 3 791 576 806 68 874 33 0.905 0 NW sl nd street NW ssm street Northbound 313 438 1.14% 377 528 20 28 54 610 576 806 392 1,198 589 0.509 0 Southbound 415 581 1.14% 500 700 20 28 42 770 576 806 272 1,078 308 0.714 0 Note: .Volumes (vehicles) were converted to person -trips using 1.4person/ve icle occupancy er City of Miemi standards. '')Directional peak h u rcapa city derived from th 2013 FOOT Quality/LO5 Handbook. K:\FTL TPTO\0439os100Magic City SAP \LUPA\Report\Magic Ciry LUPA 0g 011g.docx Page - 33 August 2018 Kimley*Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 26: Long-term (Year 2035) P.M. Peak Hour Roadway Capacity Roadway Segment Direction 2017 PM Peak Season Volumes Growth Rate 2035 PM Peak Season Volumes Committed Developments PM Peak Hour Transit Ridership 2035 Background PM Peak Hour Total Volume (V) Directional Peak Hour Ca [lil pa y PMPeak Hour Transit Capacity paci y PM Peak Hour paci y Total Capacity (C)Excess PM Peak Hour CapacityPM Peak How Level of Service From To Vehicles Person-Tripslcl Vehicles person-tripam Vehicles person-tripsl'I Person -trips Person -trips Vehicles person-tripsl, Person -trips Person -trips PM Peak Hour V/C L05 NE SCnd street NW 2nd Avenue NE Ind Avenue Eastbound 408 571 1.14% 492 689 38 53 59 801 1,800 2,520 324 2,844 2,043 0.282 C westbound 496 694 1.14% 598 837 46 64 67 969 1,800 2,520 324 2,844 1,875 0.341 C NE 2nd Avenue NE. Avenue westbound 461 645 1.14% 556 778 11 15 67 861 1,836 2,570 324 2,894 2,034 0.297 C NE4th Avenue Bisne Boulevard westbound 216 302 1.14% 260 364 11 15 67 446 1,836 2,570 324 2,894 2,448 0.154 C NE 61st street NE 2nd Avenue NE. Avenue Eastbound 391 547 1.14% 471 659 13 18 66 744 1,836 2,570 324 2,894 2,151 0.257 C NE 4th Avenue Bisne Boulevard Eastbound 304 426 1.14% 366 512 13 18 66 597 1,836 2,570 324 2,894 2,298 0.206 C NE 4th court NE 5Jth Street NE 57nd Street Northbound 742 1,039 1.14% 894 1,252 0 0 385 1,637 576 806 1,156 1,962 326 0.834 0 Southbound 274 384 1.14% 330 462 0 0 355 817 576 806 1,140 1,946 1,129 0.420 C NE SCnd street NEs9th street Northbound 604 846 1.14% 728 1,019 0 0 383 1,402 720 1,008 1,088 2,096 694 0.669 0 Southbound 180 252 1.14% 217 304 0 0 352 656 720 1,008 1,072 2,080 1,424 0.315 C NE. Avenue NE 5Jth Street NE 57nd StreetNorthbound 28 39 1.14% 34 48 0 0 385 433 576 806 1,156 1,962 1,530 0.220 C Southbound 66 92 1.14% 80 112 0 0 355 467 576 806 1,140 1,946 1,479 0.240 C NE Szna street NE59th street Northbound 112 157 1.14% 135 189 0 0 383 572 576 806 1,088 1,894 1,322 0.302 C Southbound 41 57 1.14% 49 69 0 0 352 421 576 806 1,072 1,878 1,458 0.224 C NE 2nd Avenue NE Elm street NE 67nd street Northbound 755 1,057 1.14% 910 1,274 35 49 385 1,708 1,148 1,607 1,156 2,763 1,055 0.618 0 Southbound 342 479 1.14% 412 577 29 41 355 972 1,148 1,607 1,140 2,747 1,775 0.354 C NE Szna street NE55th street Northbound 799 1,119 1.14% 963 1,348 68 95 383 1,826 1,148 1,607 1,088 2,695 869 0.678 0 Southbound 397 556 1.14% 478 669 56 78 352 1,100 1,148 1,607 1,072 2,679 1,580 0.410 C NE56th street Baum of NE56th St t Northbound 753 1,054 1.14% 908 1,271 68 95 383 1,749 720 1,008 1,088 2,096 347 0.835 0 Southbound 377 528 1.14% 454 636 56 78 352 1,066 720 1,008 1,072 2,080 1,014 0.513 0 N rct, IN A N 6Jth street N67nd street Northbound 1,290 1,806 1.14% 1,555 2,177 29 41 160 2,378 1,710 2,394 544 2,938 560 0.809 0 Southbound 478 669 1.14% 576 806 26 36 124 967 1,710 2,394 528 2,922 1,955 0.331 C N 67nd street N59th street Northbound 1,204 1,686 1.14% 1,451 2,031 55 77 158 2,266 1,710 2,394 476 2,870 604 0.790 C Southbound 473 662 1.14% 570 798 48 67 121 986 1,710 2,394 460 2,854 1,868 0.346 C NW 2nd Avenue NW SJth street NW SCnd street Northbound 197 276 1.14% 237 332 13 18 32 382 576 806 188 994 612 0.384 C Southbound 245 343 1.14% 295 413 11 15 3 431 576 806 68 874 443 0.493 0 NW 57na street NW 59th street Northbound 428 599 1.14% 516 722 26 36 64 823 576 806 392 1,198 376 0.687 0 Southbound 347 486 1.14% 418 585 22 31 31 647 576 806 272 1,078 431 0.600 0 Note: .Volumes (vehicles) were converted to person -trips using 1.4 person/ve icle occupancy per City of Miami standards. 12i0i recti ono l peak hour ca pa city derived fromth 2013 FOOT Quality/LO5 Handbook. K:\FTL TPTO\0439os100Magic City SAP \LUPMReport\Magic City LUPA 0g 0118.docx Page - 34 August 2018 Kimley ))Flo.. Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 27: Long-term (Year 2035) with Amendment Traffic A.M. Peak Hour Roadway Capacity Roadway Segment gmen Direction 2035 Background AM Peak Hour Total Volume Amendment AM Peak Hour Distribution (Maximum) Amendment AM Peak Hour Assignment 2035 with Amendment Traffic AM Peak Hour Total Volume (V) Amendment Traffic Contribution W Amendment Contribution Greater than 5% AM Peak Hour Total Capacity pdOY (C) AM Peak Hour Excess Capacityof AM Peak Hour Level Service From To Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS Eastbound 1,008 36%In 477 1,485 16.77% Yes 2,844 1,359 0.522 C 0%Out 0 NW 2nd Avenue NE 2nd Avenue Westbound 700 0% In 0 1,260 19.68% Yes 2,844 1,584 0.443 C 36%Out 560 NE 62nd Street NE 2nd Avenue NE 4th Avenue Westbound 788 5% In 66 1,321 18.41% Yes 2,894 1,573 0.456 D 30% Out 467 NE 4th Avenue Biscayne Boulevard Westbound 289 23%In 305 640 12.14% Yes 2,894 2,254 0.221 C 3%Out 47 NE 2nd Avenue NE 4th Avenue Eastbound 757 33%In 437 1,241 16.72% Yes 2,894 1,653 0.429 C 3%Out 47 NE 61st Street NE 4th Avenue Biscayne Boulevard Eastbound 773 15%In 199 1,220 15.46% Yes 2,894 1,674 0.422 C 16% Out 249 Northbound 726 757 1.58% No 1,962 1,206 0.386 C 0%Out 31 NE 67th Street NE 62nd Street Southbound 1,393 2/o In 27 1,420 1.27% No 2,082 663 0.682 D 0%Out 0 NE 4th Court Northbound 677 743 3.16% No 2,096 1,353 0.355 C 0% Out 06 NE 62nd Street NE 59th Street Southbound 1,502 1,564 2.81% No 2,216 652 0.706 D 4% Out 62 Northbound 392 29%Out 304 777 19.58% Yes 1,962 1,186 0.396 C 0NE 67th Street NE 62nd Street Southbound 464 1% In 13 928 22.29% Yes 2,082 1,155 0.446 C 29%Out 451 NE 4th Avenue In 14% 262 Northbound 437 738 15.87% Yes 1,894 1,156 0.390 C Out NE 62nd Street NE 59th Street Southbound 566 4% In 53 821 12.67% Yes 2,014 1,194 0.407 C 13% Out 202 Northbound 994 0%In 0 1,197 7.32% Yes 2,763 1,567 0.433 D 13% Out 202 NE 67th Street NE 62nd Street Southbound 1,682 12% In 159 1,841 5.51% Yes 2,883 1,043 0.638 D 0%Out 0 Northbound 871 2/o In 27 1,147 10.21% Yes 2,695 1,549 0.425 C 16% Out 249 NE 2nd Avenue NE 62nd Street NE 56th Street In 14% 262 Southbound 1,791 2,065 9.74% Yes 2,815 750 0.733 D Out Northbound 890 12%Out 109 1,049 7.59% Yes 2,096 1,047 0.500 D 0NE 56th Street South of NE 56th Street Southbound 1,690 1,876 8.42% Yes 2,216 340 0.847 D 102%Out 187 Northbound 920 998 2.65% No 2,938 1,940 0.340 C 0%Out 78 NE 67th Street NE 62nd Street Southbound 2,105 5 2,172 2.17% No 3,058 886 0.710 C Out 06 North Miami Avenue Northbound 1,021 5% In 66 1,087 2.31% No 2,870 1,783 0.379 C 0% Out 0 NE 62nd Street NE 59th Street Southbound 2,129 2,207 2.60% No 2,990 783 0.738 C 0 Out 78 Northbound 390 0% In 0 468 7.82% Yes 994 527 0.470 D 5% Out 78 NE 67th Street NE 62nd Street Southbound 791 5% In 66 857 7.58% Yes 874 17 0.981 E 0% Out 0 NW 2nd Avenue Northbound 610 5% In 66 676 5.53% Yes 1,198 522 0.564 D 0% Out 0 NE 62nd Street NE 59th Street Southbound 770 0% In 0 848 7.21% Yes 1,078 231 0.786 D 5% Out 78 Note: l' iAmendment traffic contri bution is the p rtion of the roadway segment's adopt d peak hour level of service vol ume utilized by the ame dissent. K:\FTLTPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - 35 August 2018 Kimley»Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis Table 28: Long-term (Year 2035) with Amendment Traffic P.M. Peak Hour Roadway Capacity Roadway Segment gmen Direction 2035 Background PM Peak Hour Total Volume Amendment PM Peak Hour Distribution (Maximum) Amendment PM Peak Hour Assignment 2035 with Amendment Traffic PM Peak Hour Total Volume (V) Amendment Traffic Contribution W Amendment Contribution Greater than 5% PM Peak Hour pac Y Total Capacity (C) PM Peak Hour Excess Capacity pac Y PM Peak Hour Level of Service From To Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS Eastbound 801 36% In 407 1,208 14.30% Yes 2,844 1,636 0.425 C 0% Out 0 NW 2nd Avenue NE 2nd Avenue Westbound 969 0% In 0 1,605 22.37% Yes 2,844 1,239 0.564 C 36% Out 636 NE 62nd Street NE 2nd Avenue NE 4th Avenue Westbound 861 5% In 57 1,447 20.27% Yes 2,894 1,447 0.500 D 30% Out 530 NE 4th Avenue Biscayne Boulevard Westbound 446 23%In 260 759 10.81% Yes 2,894 2,135 0.262 C 3% Out 53 NE 2nd Avenue NE 4th Avenue Eastbound 744 33%In 373 1,170 14.71% Yes 2,894 1,725 0.404 C 3% Out 53 NE 61st Street NE 4th Avenue Biscayne Boulevard Eastbound 597 15%In 170 1,049 15.62% Yes 2,894 1,846 0.362 C 16% Out 283 0% In 0 Northbound 1,637 1,672 1.80% No 1,962 290 0.852 D Out 2NE 35 67th Street NE 62nd Street Southbound 817 2% In 23 840 1.16% No 1,946 1,107 0.431 C 0% Out 0 NE 4th Court Northbound 1,402 1,459 2.70% No 2,096 637 0.696 D 0% Out 07 NE 62nd Street NE 59th Street Southbound 656 726 3.40% No 2,080 1,354 0.349 C 4% Out 71 Northbound 433 29% 308 760 16.70% Yes 1,962 1,202 0.387 C Out 0NE 67th Street NE 62nd Street Southbound 467 1% In 11 991 26.91% Yes 1,946 956 0.509 D 29%Out 512 NE 4th Avenue 18% 03 271 Northbound 572 846 14.47% Yes 1,894 1,048 0.447 C Out 4NE 62nd Street NE 59th Street Southbound 421 4% In 45 696 14.64% Yes 1,878 1,183 0.370 C 13% Out 230 Northbound 1,708 0% In 0 1,938 8.31% Yes 2,763 825 0.701 D 13% Out 230 NE 67th Street NE 62nd Street Southbound 972 12% In 136 1,108 4.94% No 2,747 1,639 0.403 C 0% Out 0 Northbound 1,826 2% In 23 2,132 11.33% Yes 2,695 563 0.791 D 16% Out 283 NE 2nd Avenue NE 62nd Street NE 56th Street 16% 81 171 Southbound 1,100 1,351 9.39% Yes 2,679 1,328 0.504 D Out 4Northbound 1,749 12% 106 1,885 6.47% Yes 2,096 211 0.899 D Out 0NE 56th Street South of NE 56th Street Southbound 1,066 1,278 10.19% Yes 2,080 802 0.614 D 102% Out 2012 In 0 Northbound 2,378 2,466 3.01% No 2,938 472 0.839 C 0% Out 88 NE 67th Street NE 62nd Street Southbound 967 1,023 1.93% No 2,922 1,899 0.350 C 0% Out 07 North Miami Avenue Northbound 2,266 5% In 57 2,323 1.97% No 2,870 547 0.809 C 0% Out 0 NE 62nd Street NE 59th Street In 05% 0 Southbound 986 1,075 3.10% No 2,854 1,779 0.377 C Out 88 Northbound 382 0% In 0 470 8.88% Yes 994 524 0.473 D 5% Out 88 NE 67th Street NE 62nd Street Southbound 431 5% In 57 488 6.46% Yes 874 387 0.558 D 0% Out 0 NW 2nd Avenue Northbound 823 5% In 57 879 4.71% No 1,198 319 0.734 D 0% Out 0 NE 62nd Street NE 59th Street Southbound 647 0% In 0 735 8.19% Yes 1,078 343 0.682 D 5% Out 88 Note :l' iAmend ment traffic contri buti on is the p rtion of the roadwa segment's adopt d peak hour level of service vol ume u ll Used by the ame dment. K:\FTLTPTO\043908100-Magic City SAP\LUPA\Report\Magic City LUPA 08 01 18.docx Page - 36 August 2018 Kimley »> Horn Miami Comprehensive Neighborhood Plan Amendment Traffic Impact Analysis CONCLUSION This traffic impact analysis assessed the impacts of a proposed amendment of the existing Miami Comprehensive Neighborhood Plan (MCNP) designation for 30 of the 37 parcels included in the proposed Magic City Innovation District SAP generally bounded by NE 64th Street to the north, NE 60th Street to the south, Florida East Coast (FEC) railway to the east, and NE 2nd Avenue to the west in Miami, Florida. The amendment proposes to change the subject parcels' existing FLUM designation from either Light Industrial or Medium Density Restricted Commercial, as applicable, all to General Commercial. The current land use designation of the parcels (Light Industrial and Medium -Density Restricted Commercial) allows for a maximum development potential (maximum floor area) of 1,010 residential dwelling units, 3,800,000 square feet of office, and 1,854,587 square feet retail. The proposed land use designation of the subject parcels (General Commercial) amendment area has a maximum development potential (maximum floor area) of 4,495 residential dwelling units (when accounting for total maximum buildout at the greatest potential density of 300 dwelling units per acre if all available density bonuses under zoning regulations are used), 5,300,000 square feet of office, and 1,878,995 square feet of retail. A roadway capacity analysis was prepared for existing traffic conditions, short-term (year 2022) without amendment traffic, short-term (year 2022) 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). As a result, the proposed land use designation amendment is not expected to have a significant or adverse impact on the roadway segments. K:\FTL_TPTO\043908100-Magic City SAP \LU PA\Report\Magic City LUPA 08 01 18.docx Page - 37 August 2018 Appendix A Traffic Count Data Prepared by NDS/ATD VOLUME NW 62nd St Bet. NW 2nd Ave & NE 2nd Ave Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_014 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 47 57 56 40 200 33 26 20 23 102 80 83 76 63 302 12:00 12:15 12:30 12:45 83 78 120 130 411 87 71 79 87 324 170 149 199 217 735 01:00 01:15 01:30 01:45 33 25 14 14 86 21 33 18 15 87 54 58 32 29 173 13:00 13:15 13:30 13:45 109 108 98 109 424 82 87 85 91 345 191 195 183 200 769 02:00 02:15 02:30 02:45 14 19 11 10 54 21 14 9 5 49 35 33 20 15 103 14:00 14:15 14:30 14:45 97 94 95 94 380 88 88 98 91 365 185 182 193 185 745 03:00 03:15 03:30 03:45 16 10 15 12 53 15 19 23 13 70 31 29 38 25 123 15:00 15:15 15:30 15:45 119 98 89 95 401 99 106 109 89 403 218 204 198 184 804 04:00 04:15 04:30 04:45 11 9 10 24 54 32 13 18 15 78 43 22 28 39 132 16:00 16:15 16:30 16:45 103 100 93 78 124 110 129 120 452 483 227 210 222 198 857 05:00 05:15 05:30 05:45 13 11 26 41 91 18 19 25 17 79 31 30 51 58 170 17:00 17:15 17:30 17:45 109 92 94 105 380 372 373 400 120 117 101 97 479 486 435 229 209 195 202 835 06:00 06:15 06:30 06:45 37 40 52 56 185 36 24 30 37 127 73 64 82 18:00 18:15 18:30 18:45 102 100 93 111 406 106 95 76 80 357 208 195 169 191 763 93 312 07:00 07:15 07:30 07:45 76 98 106 140 420 49 68 84 81 282 125 166 190 221 702 19:00 19:15 19:30 19:45 113 97 81 63 354 76 66 65 68 275 189 163 146 131 629 08:00 08:15 08:30 08:45 143 133 115 115 487 522 531 506 83 92 69 101 316 340 325 345 226 225 184 216 851 20:00 20:15 20:30 20:45 62 55 44 51 212 44 40 43 29 156 106 95 87 80 368 09:00 09:15 09:30 09:45 126 93 122 93 434 89 91 69 67 316 215 184 191 160 750 21:00 21:15 21:30 21:45 38 34 34 34 140 45 30 44 20 139 83 64 78 54 279 10:00 10:15 10:30 10:45 122 89 85 105 401 76 81 61 72 290 198 170 146 177 691 22:00 22:15 22:30 22:45 32 41 24 33 130 32 36 36 28 132 64 77 60 61 262 11:00 11:15 11:30 11:45 114 92 95 107 408 83 74 84 76 317 197 166 179 183 725 23:00 23:15 23:30 23:45 26 22 24 20 92 25 24 40 20 109 51 46 64 40 201 TOTALS 2892 2142 5034 TOTALS 3350 3523 7247 SPLIT % 57.4% 42.6% 41.0% SPLIT % 46.2% 48.6% 59.0% AM Peak Hour AM Pk Volume 07:45 531 08:15 351 07:30 862 PM Peak Hour PM Pk Volume 12:30 467 16:30 486 16:15 859 Pk Hr Factor 0.928 0.869 0.954 Pk Hr Factor 0.898 0.942 0.938 7- 9 Volume 926 627 1553 4- 6 Volume 774 918 1692 7- 9 Peak Hour 07:45 08:00 07:30 4- 6 Peak Hour 17:00 16:30 16:15 7 - 9 Pk Volume 531 345 862 .... o.e 400 486 859 Pk Hr Factor 0.928 0.854 0.954 Pk Hr Factor 0.917 0.942 0.938 Prepared by NDS/ATD VOLUME NE 62nd St Bet. NE 2nd Ave & NE 4th Ave Day: Wednesday Date: 10/11/2017 City: Miami Project #: FL17_3433_015 DAILY TOTALS NB 0 SB 0 EB 0 WB 4,926 Total 4,926 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 0:00 0:15 0:30 0:45 0 0 0 0 20 11 5 11 47 20 11 5 11 47 12:00 12:15 12:30 12:45 0 0 0 0 62 70 70 65 267 62 70 70 65 267 1:00 1:15 1:30 1:45 0 0 0 0 6 11 6 4 27 6 11 6 4 27 13:00 13:15 13:30 13:45 0 0 0 0 58 84 84 80 306 58 84 84 80 306 2:00 2:15 2:30 2:45 0 0 0 0 2 7 9 5 23 2 7 9 5 23 14:00 14:15 14:30 14:45 0 0 0 0 115 68 75 67 325 115 68 75 67 325 3:00 3:15 3:30 3:45 0 0 0 0 3 2 1 7 13 3 2 1 7 13 15:00 15:15 15:30 15:45 0 0 0 0 89 69 100 85 343 89 69 100 85 343 4:00 4:15 4:30 4:45 0 0 0 0 8 3 6 9 26 8 3 6 9 26 16:00 16:15 16:30 16:45 0 0 0 0 102 97 106 102 97 106 112 417 112 417 5:00 5:15 5:30 5:45 0 0 0 0 7 7 13 20 47 7 7 13 20 47 17:00 17:15 17:30 17:45 0 0 0 0 140 92 112 455 450 456 140 92 112 102 446 102 446 6:00 6:15 6:30 6:45 0 0 0 0 13 16 28 27 84 13 16 28 27 84 18:00 18:15 18:30 18:45 0 0 0 0 88 67 64 57 276 88 67 64 57 276 7:00 7:15 7:30 7:45 0 0 0 0 42 49 77 85 253 42 49 77 85 253 19:00 19:15 19:30 19:45 0 0 0 0 82 73 69 67 291 82 73 69 67 291 8:00 8:15 8:30 8:45 0 0 0 0 96 119 108 97 307 377 408 420 96 119 108 97 420 20:00 20:15 20:30 20:45 0 0 0 0 60 52 50 41 203 60 52 50 41 203 9:00 9:15 9:30 9:45 0 0 0 0 69 51 69 66 255 69 51 69 66 255 21:00 21:15 21:30 21:45 0 0 0 0 57 45 25 32 159 57 45 25 32 159 10:00 10:15 10:30 10:45 0 0 0 0 67 65 63 53 248 67 65 63 53 248 22:00 22:15 22:30 22:45 0 0 0 0 25 26 28 25 104 25 26 28 25 104 11:00 11:15 11:30 11:45 0 0 0 0 68 47 70 63 248 68 47 70 63 248 23:00 23:15 23:30 23:45 0 0 0 0 25 31 28 14 98 25 31 28 14 98 TOTALS 1691 1691 TOTALS 3235 3235 SPLIT % 100.0% 34.3% SPLIT % 100.0% 65.7% DAILY TOTALS NB SB 0 0 EB 0 WB 4,926 Total 4,926 AM Peak Hour 8:00 8:00 PM Peak Hour 16:45 16:45 AM Pk Volume 420 420 PM Pk Volume 456 456 Pk Hr Factor 0.882 0.882 Pk Hr Factor 0.814 0.814 7- 9 Volume 673 673 4- 6 Volume 863 863 7- 9 Peak Hour 8:00 8:00 4- 6 Peak Hour 16:45 16:45 7 - 9 Pk Volume 420 420 ,o.e 456 456 Pk Hr Factor 0.882 0.882 Pk Hr Factor 0.814 0.814 Prepared by NDS/ATD VOLUME NE 62nd St Bet. NE 4th Ave & Biscayne Blvd Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_016 DAILY TOTALS NB SB 0 0 EB 0 WB 2,331 Total 2,331 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 0:00 0:15 0:30 0:45 0 0 0 0 15 12 6 11 44 15 12 6 11 44 12:00 12:15 12:30 12:45 0 0 0 0 39 32 26 29 126 39 32 26 29 126 1:00 1:15 1:30 1:45 0 0 0 0 5 5 7 4 21 5 5 7 4 21 13:00 13:15 13:30 13:45 0 0 0 0 31 41 42 23 137 31 41 42 23 137 2:00 2:15 2:30 2:45 0 0 0 0 2 3 2 1 8 2 3 2 1 8 14:00 14:15 14:30 14:45 0 0 0 0 40 29 34 42 145 40 29 34 42 145 3:00 3:15 3:30 3:45 0 0 0 0 3 4 4 2 13 3 4 4 2 13 15:00 15:15 15:30 15:45 0 0 0 0 39 57 51 50 197 39 57 51 50 197 4:00 4:15 4:30 4:45 0 0 0 0 1 4 1 2 8 1 4 1 2 8 16:00 16:15 16:30 16:45 0 0 0 0 44 56 51 44 56 51 49 200 49 200 5:00 5:15 5:30 5:45 0 0 0 0 5 2 6 13 26 5 2 6 13 26 17:00 17:15 17:30 17:45 0 0 0 0 54 52 57 210 206 212 54 52 57 46 209 46 209 6:00 6:15 6:30 6:45 0 0 0 0 13 11 17 14 55 13 11 17 14 55 18:00 18:15 18:30 18:45 0 0 0 0 38 35 27 44 144 38 35 27 44 144 7:00 7:15 7:30 7:45 0 0 0 0 26 26 27 30 109 26 26 27 30 109 19:00 19:15 19:30 19:45 0 0 0 0 22 25 29 23 99 22 25 29 23 99 8:00 8:15 8:30 8:45 0 0 0 0 31 21 38 35 114 109 120 125 31 21 38 35 125 20:00 20:15 20:30 20:45 0 0 0 0 26 25 21 12 84 26 25 21 12 84 9:00 9:15 9:30 9:45 0 0 0 0 40 25 32 28 125 40 25 32 28 125 21:00 21:15 21:30 21:45 0 0 0 0 24 17 26 12 79 24 17 26 12 79 10:00 10:15 10:30 10:45 0 0 0 0 44 29 27 31 131 44 29 27 31 131 22:00 22:15 22:30 22:45 0 0 0 0 12 27 10 25 74 12 27 10 25 74 11:00 11:15 11:30 11:45 0 0 0 0 25 23 29 29 106 25 23 29 29 106 23:00 23:15 23:30 23:45 0 0 0 0 17 14 18 17 66 17 14 18 17 66 TOTALS 771 771 TOTALS 1560 1560 SPLIT% 100.0% 33.1% SPLIT% 100.0% 66.9% DAILY TOTALS NB SB 0 0 EB 0 WB 2,331 Total 2,331 AM Peak Hour AM Pk Volume 8:30 138 8:30 138 PM Peak Hour PM Pk Volume 16:45 212 16:45 212 Pk Hr Factor 0.863 0.863 Pk Hr Factor 0.930 0.930 7- 9 Volume 234 234 4- 6 Volume 409 409 7- 9 Peak Hour 8:00 8:00 4- 6 Peak Hour 16:45 16:45 7 - 9 Pk Volume 125 125 ,o.e 212 212 Pk Hr Factor 0.822 0.822 Pk Hr Factor 0.930 0.930 Prepared by NDS/ATD VOLUME NE 61st St Bet. NE 2nd Ct & NE 4th Ct Day: Wednesday Date: 10/11/2017 City: Miami Project #: FL17_3433_012 DAILY TOTALS NB SB 0 0 EB 4,909 WB 0 Total 4,909 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 23 8 24 12 67 0 0 0 0 23 8 24 12 67 12:00 12:15 12:30 12:45 64 56 56 93 269 0 0 0 0 64 56 56 93 269 01:00 01:15 01:30 01:45 13 9 5 6 33 0 0 0 0 13 9 5 6 33 13:00 13:15 13:30 13:45 84 71 55 70 280 0 0 0 0 84 71 55 70 280 02:00 02:15 02:30 02:45 11 9 5 3 28 0 0 0 0 11 9 5 3 28 14:00 14:15 14:30 14:45 67 48 75 62 252 0 0 0 0 67 48 75 62 252 03:00 03:15 03:30 03:45 6 6 10 5 27 0 0 0 0 6 6 10 5 27 15:00 15:15 15:30 15:45 98 90 73 76 337 0 0 0 0 98 90 73 76 337 04:00 04:15 04:30 04:45 5 2 6 11 24 0 0 0 0 5 2 6 11 24 16:00 16:15 16:30 16:45 82 92 90 85 349 0 0 0 0 82 92 90 85 349 05:00 05:15 05:30 05:45 8 9 11 27 55 0 0 0 0 8 9 11 27 55 17:00 17:15 17:30 17:45 89 97 108 93 356 361 379 387 0 0 0 0 89 97 108 93 387 06:00 06:15 06:30 06:45 18 22 27 30 97 0 0 0 0 18 22 27 30 97 18:00 18:15 18:30 18:45 118 74 100 77 369 0 0 0 0 118 74 100 77 369 07:00 07:15 07:30 07:45 44 73 0 0 0 0 44 73 71 118 306 19:00 19:15 19:30 19:45 60 70 59 43 232 0 0 0 0 60 70 59 43 232 71 118 218 306 08:00 08:15 08:30 08:45 104 108 366 401 0 0 0 0 104 108 70 85 367 20:00 20:15 20:30 20:45 51 36 31 28 146 0 0 0 0 51 36 31 28 146 70 85 367 09:00 09:15 09:30 09:45 76 69 78 75 298 0 0 0 0 76 69 78 75 298 21:00 21:15 21:30 21:45 35 25 42 41 143 0 0 0 0 35 25 42 41 143 10:00 10:15 10:30 10:45 82 66 65 75 288 0 0 0 0 82 66 65 75 288 22:00 22:15 22:30 22:45 51 35 43 31 160 0 0 0 0 51 35 43 31 160 11:00 11:15 11:30 11:45 68 66 60 67 261 0 0 0 0 68 66 60 67 261 23:00 23:15 23:30 23:45 35 23 40 36 134 0 0 0 0 35 23 40 36 134 TOTALS 1851 1851 TOTALS 3058 3058 SPLIT % 100.0% 37.7% SPLIT % 100.0% 62.3% DAILY TOTALS NB SB 0 0 EB 4,909 WB 0 Total 4,909 AM Peak Hour 07:30 07:30 PM Peak Hour 17:15 17:15 AM Pk Volume 401 401 PM Pk Volume 416 416 Pk Hr Factor 0.850 0.850 Pk Hr Factor 0.881 0.881 7- 9 Volume 673 673 4- 6 Volume 736 736 7- 9 Peak Hour 07:30 07:30 4- 6 Peak Hour 17:00 17:00 7 - 9 Pk Volume 401 401 .... o.e 387 387 Pk Hr Factor 0.850 0.850 Pk Hr Factor 0.896 0.896 Prepared by NDS/ATD VOLUME NE 61st St Bet. NE 4th Ct & Biscayne Blvd Day: Wednesday Date: 10/11/2017 City: Miami Project #: FL17_3433_013 DAILY TOTALS NB SB 0 0 EB 3,786 WB 0 Total 3,786 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 31 11 19 11 72 0 0 0 0 31 11 19 11 72 12:00 12:15 12:30 12:45 45 50 49 63 207 0 0 0 0 45 50 49 63 207 01:00 01:15 01:30 01:45 13 6 12 9 40 0 0 0 0 13 6 12 9 40 13:00 13:15 13:30 13:45 54 53 41 48 196 0 0 0 0 54 53 41 48 196 02:00 02:15 02:30 02:45 12 8 6 4 30 0 0 0 0 12 8 6 4 30 14:00 14:15 14:30 14:45 49 41 59 63 212 0 0 0 0 49 41 59 63 212 03:00 03:15 03:30 03:45 6 6 8 3 23 0 0 0 0 6 6 8 3 23 15:00 15:15 15:30 15:45 63 72 46 93 274 0 0 0 0 63 72 46 93 274 04:00 04:15 04:30 04:45 6 5 6 9 26 0 0 0 0 6 5 6 9 26 16:00 16:15 16:30 16:45 116 93 47 45 327 348 349 301 0 0 0 0 116 93 47 45 301 05:00 05:15 05:30 05:45 7 7 10 10 34 0 0 0 0 7 7 10 10 34 17:00 17:15 17:30 17:45 49 45 60 60 214 0 0 0 0 49 45 60 60 214 06:00 06:15 06:30 06:45 17 20 19 15 71 0 0 0 0 17 20 19 15 71 18:00 18:15 18:30 18:45 66 60 72 57 255 0 0 0 0 66 60 72 57 255 07:00 07:15 07:30 07:45 24 42 65 0 0 0 0 24 42 65 116 247 19:00 19:15 19:30 19:45 48 61 47 36 192 0 0 0 0 48 61 47 36 192 116 247 08:00 08:15 08:30 08:45 98 121 75 321 400 410 0 0 0 0 98 121 75 55 349 20:00 20:15 20:30 20:45 41 33 31 23 128 0 0 0 0 41 33 31 23 128 55 349 09:00 09:15 09:30 09:45 47 36 59 38 180 0 0 0 0 47 36 59 38 180 21:00 21:15 21:30 21:45 27 29 29 33 118 0 0 0 0 27 29 29 33 118 10:00 10:15 10:30 10:45 62 40 45 51 198 0 0 0 0 62 40 45 51 198 22:00 22:15 22:30 22:45 43 35 33 29 140 0 0 0 0 43 35 33 29 140 11:00 11:15 11:30 11:45 37 38 42 43 160 0 0 0 0 37 38 42 43 160 23:00 23:15 23:30 23:45 28 26 32 33 119 0 0 0 0 28 26 32 33 119 TOTALS 1430 1430 TOTALS 2356 2356 SPLIT % 100.0% 37.8% SPLIT % 100.0% 62.2% DAILY TOTALS NB SB 0 0 EB 3,786 WB 0 Total 3,786 AM Peak Hour AM Pk Volume 07:45 410 07:45 410 PM Peak Hour PM Pk Volume 15:45 349 15:45 349 Pk Hr Factor 0.847 0.847 Pk Hr Factor 0.752 0.752 7- 9 Volume 596 596 4- 6 Volume 515 515 7- 9 Peak Hour 07:45 07:45 4- 6 Peak Hour 16:00 16:00 7 - 9 Pk Volume 410 410 .... o.e 301 301 Pk Hr Factor 0.847 0.847 Pk Hr Factor 0.649 0.649 Prepared by NDS/ATD VOLUME NE 4th Ct Bet. NE 67th St & NE 62nd St Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_010 DAILY TOTALS NB 5,064 SB 3,772 EB WB 0 0 Total 8,836 AM Period NB SB EB WB MI TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 9 8 8 8 33 7 8 1 6 22 16 16 9 14 55 12:00 12:15 12:30 12:45 45 47 55 59 206 43 42 49 37 171 88 89 104 96 377 01:00 01:15 01:30 01:45 5 5 2 2 14 0 6 3 1 10 5 11 5 3 24 13:00 13:15 13:30 13:45 65 49 46 67 227 57 65 42 52 216 122 114 88 119 443 02:00 02:15 02:30 02:45 1 2 4 7 14 1 1 0 1 3 2 3 4 8 17 14:00 14:15 14:30 14:45 74 70 75 78 297 62 39 45 61 207 136 109 120 139 504 03:00 03:15 03:30 03:45 2 0 0 3 5 3 1 2 1 7 5 1 2 4 12 15:00 15:15 15:30 15:45 107 83 108 101 399 51 46 56 58 211 158 129 164 159 610 04:00 04:15 04:30 04:45 1 2 0 2 5 1 3 1 2 7 2 5 1 4 12 16:00 16:15 16:30 16:45 143 163 176 48 42 51 191 205 227 238 861 177 659 61 202 05:00 05:15 05:30 05:45 3 6 6 4 19 5 2 4 5 16 8 8 10 9 35 17:00 17:15 17:30 17:45 174 199 177 690 726 727 64 75 69 218 251 269 238 274 246 224 982 171 721 53 261 06:00 06:15 06:30 06:45 5 7 7 19 38 11 15 47 61 134 16 22 54 80 172 18:00 18:15 18:30 18:45 200 160 148 135 643 54 50 40 39 183 254 210 188 174 826 07:00 07:15 07:30 07:45 21 35 54 50 160 62 120 149 150 481 83 155 203 200 641 19:00 19:15 19:30 19:45 125 98 86 70 379 44 46 35 25 150 169 144 121 95 529 08:00 08:15 08:30 08:45 52 59 55 53 191 215 216 219 138 148 124 121 557 585 560 531 190 207 179 174 750 20:00 20:15 20:30 20:45 69 48 56 41 214 30 24 24 22 100 99 72 80 63 314 09:00 09:15 09:30 09:45 44 51 41 49 185 105 61 86 92 344 149 112 127 141 529 21:00 21:15 21:30 21:45 25 32 22 24 103 12 17 10 15 54 37 49 32 39 157 10:00 10:15 10:30 10:45 63 62 33 36 194 51 49 49 59 208 114 111 82 95 402 22:00 22:15 22:30 22:45 19 18 17 14 68 11 13 10 14 48 30 31 27 28 116 11:00 11:15 11:30 11:45 37 46 59 53 195 35 39 44 52 170 72 85 103 105 365 23:00 23:15 23:30 23:45 12 25 18 12 67 10 10 8 8 36 22 35 26 20 103 TOTALS 1081 1933 3014 TOTALS 3983 1839 5822 SPLIT% 35.9% 64.1% 34.1% SPLIT% 68.4% 31.6% 65.9% AM Peak Hour AM Pk Volume 08:00 219 07:30 585 07:30 800 PM Peak Hour PM Pk Volume 17:15 747 16:45 269 17:15 998 Pk Hr Factor 0.928 0.975 0.966 Pk Hr Factor 0.934 0.897 0.911 7- 9 Volume 379 1012 1391 4- 6 Volume 1380 463 1843 7- 9 Peak Hour 08:00 07:30 07:30 4- 6 Peak Hour 16:45 16:45 16:45 7 - 9 Pk Volume 219 585 800 01- e 727 269 996 Pk Hr Factor 0.928 0.975 0.966 Pk Hr Factor 0.913 0.897 0.909 Prepared by NDS/ATD VOLUME NE 4th Ct Bet. NE 62nd St & NE 59th St Day: Wednesday Date: 10/11/2017 City: Miami Project #: FL17_3433_011 DAILY TOTALS NB 4,393 SB 3,330 EB WB 0 0 Total 7,723 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 0:00 0:15 0:30 0:45 9 12 7 7 35 4 5 1 1 11 13 17 8 8 46 12:00 12:15 12:30 12:45 42 58 50 40 190 33 39 54 42 168 75 97 104 82 358 1:00 1:15 1:30 1:45 3 7 5 3 18 2 1 6 1 10 5 8 11 4 28 13:00 13:15 13:30 13:45 41 63 63 57 224 32 52 53 41 178 73 115 116 98 402 2:00 2:15 2:30 2:45 2 5 2 2 11 7 2 1 2 12 9 7 3 4 23 14:00 14:15 14:30 14:45 55 47 67 72 241 44 24 36 39 143 99 71 103 111 384 3:00 3:15 3:30 3:45 2 2 1 3 8 1 1 2 3 7 3 3 3 6 15 15:00 15:15 15:30 15:45 92 101 105 100 398 33 42 35 36 146 125 143 140 136 544 4:00 4:15 4:30 4:45 2 2 3 2 9 1 2 1 1 5 3 4 4 3 14 16:00 16:15 16:30 16:45 129 111 108 109 457 49 39 44 42 174 178 150 152 151 631 5:00 5:15 5:30 5:45 4 2 7 3 16 3 1 4 7 15 7 3 11 10 31 17:00 17:15 17:30 17:45 121 164 153 160 449 502 547 598 48 44 40 34 173 178 174 166 169 208 193 194 764 6:00 6:15 6:30 6:45 5 7 13 19 44 8 23 31 45 107 13 30 44 64 151 18:00 18:15 18:30 18:45 154 139 131 101 525 42 40 36 41 159 196 179 167 142 684 7:00 7:15 7:30 7:45 13 27 27 39 106 67 86 135 143 431 80 113 162 182 537 19:00 19:15 19:30 19:45 85 100 75 74 334 38 36 40 34 148 123 136 115 108 482 8:00 8:15 8:30 8:45 55 48 49 43 148 169 191 195 172 151 165 92 536 601 631 580 227 199 214 135 775 20:00 20:15 20:30 20:45 52 45 53 43 193 35 14 24 14 87 87 59 77 57 280 9:00 9:15 9:30 9:45 32 53 33 38 156 100 94 84 81 359 132 147 117 119 515 21:00 21:15 21:30 21:45 45 42 31 19 137 10 15 10 13 48 55 57 41 32 185 10:00 10:15 10:30 10:45 46 37 34 35 152 49 45 39 34 167 95 82 73 69 319 22:00 22:15 22:30 22:45 23 26 26 30 105 17 13 10 13 53 40 39 36 43 158 11:00 11:15 11:30 11:45 37 38 34 46 155 30 29 34 31 124 67 67 68 77 279 23:00 23:15 23:30 23:45 25 19 25 17 86 11 9 7 5 32 36 28 32 22 118 TOTALS 905 1828 2733 TOTALS 3488 1502 4990 SPLIT% 33.1% 66.9% 35.4% SPLIT% 69.9% 30.1% 64.6% DAILY TOTALS NB SB 4,393 3,330 EB WB 0 0 Total 7,723 AM Peak Hour AM Pk Volume 11:45 196 7:45 631 7:45 822 PM Peak Hour PM Pk Volume 17:15 631 13:15 190 17:15 791 Pk Hr Factor 0.845 0.917 0.905 Pk Hr Factor 0.962 0.896 0.951 7- 9 Volume 301 1011 1312 4- 6 Volume 1055 340 1395 7- 9 Peak Hour 8:00 7:45 7:45 4- 6 Peak Hour 17:00 16:30 17:00 7 - 9 Pk Volume 195 631 822 .... o.e 598 178 764 Pk Hr Factor 0.886 0.917 0.905 Pk Hr Factor 0.912 0.927 0.918 Prepared by NDS/ATD VOLUME NE 4th Ave Bet. NE 67th St & NE 62nd St Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_008 DAILY TOTALS NB 322 SB 472 EB WB 0 0 Total 794 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 0 0 0 0 0 0 0 1 1 0 0 0 1 1 12:00 12:15 12:30 12:45 8 3 11 10 32 11 13 15 7 46 19 16 26 17 78 01:00 01:15 01:30 01:45 0 0 0 0 0 2 0 1 3 0 2 0 1 3 13:00 13:15 13:30 13:45 8 9 3 10 30 13 15 10 12 50 21 24 13 22 80 02:00 02:15 02:30 02:45 0 0 0 0 0 0 0 0 0 0 0 0 14:00 14:15 14:30 14:45 11 7 5 4 27 10 10 9 8 37 21 17 14 12 64 03:00 03:15 03:30 03:45 0 0 1 0 1 1 0 0 0 1 1 0 1 0 2 15:00 15:15 15:30 15:45 12 4 6 6 28 4 12 12 10 38 16 16 18 16 66 04:00 04:15 04:30 04:45 0 0 2 0 2 2 1 0 0 3 2 1 2 0 5 16:00 16:15 16:30 16:45 4 8 12 9 33 9 14 22 12 57 13 22 34 21 90 05:00 05:15 05:30 05:45 1 0 4 1 6 0 0 3 0 3 1 0 7 1 9 17:00 17:15 17:30 17:45 4 2 2 3 33 27 17 11 17 12 7 12 65 63 48 48 21 14 9 15 59 06:00 06:15 06:30 06:45 4 1 2 0 7 2 1 4 1 8 6 2 6 1 15 18:00 18:15 18:30 18:45 4 2 5 3 14 7 3 8 5 23 11 5 13 8 37 07:00 07:15 07:30 07:45 2 2 9 8 21 1 6 3 6 16 3 8 12 14 37 19:00 19:15 19:30 19:45 4 2 1 1 8 12 4 1 2 19 16 6 2 3 27 08:00 08:15 08:30 08:45 5 3 4 6 24 25 20 18 6 5 3 5 21 20 20 19 11 8 7 11 37 20:00 20:15 20:30 20:45 2 2 5 2 11 0 1 0 7 8 2 3 5 9 19 09:00 09:15 09:30 09:45 6 3 7 3 19 2 5 10 4 21 8 8 17 7 40 21:00 21:15 21:30 21:45 0 1 0 0 1 3 0 0 1 4 3 1 0 1 5 10:00 10:15 10:30 10:45 5 6 7 4 22 3 5 7 9 24 8 11 14 13 46 22:00 22:15 22:30 22:45 0 0 1 0 1 0 2 0 0 2 0 2 1 0 3 11:00 11:15 11:30 11:45 6 6 8 9 29 10 6 10 12 38 16 12 18 21 67 23:00 23:15 23:30 23:45 0 0 0 1 1 1 1 0 1 3 1 1 0 2 4 TOTALS 125 137 262 TOTALS 197 335 532 SPLIT% 47.7% 52.3% 33.0% SPLIT% 37.0% 63.0% 67.0% DAILY TOTALS NB 322 SB 472 EB WB 0 0 Total 794 AM Peak Hour AM Pk Volume Pk Hr Factor 11:15 31 0.861 11:45 51 0.850 11:45 82 0.788 PM Peak Hour PM Pk Volume Pk Hr Factor 12:30 38 0.864 16:15 65 0.739 16:15 98 0.721 7- 9 Volume 39 35 74 4- 6 Volume 44 105 149 7- 9 Peak Hour 07:30 07:15 07:15 4- 6 Peak Hour 16:00 16:15 16:15 7 - 9 Pk Volume 25 21 45 ,o.e 33 65 98 Pk Hr Factor 0.694 0.875 0.804 Pk Hr Factor 0.688 0.739 0.721 Prepared by NDS/ATD Day: Wednesday Date: 10/11/2017 VOLUME NE 4th Ave Bet. NE 62nd St & NE 59th Street City: Miami Project #: FL17_3433_009 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 0 2 3 1 6 3 5 2 0 10 3 7 5 1 16 12:00 12:15 12:30 12:45 13 16 4 12 45 4 7 7 12 30 17 23 11 24 75 01:00 01:15 01:30 01:45 1 0 0 1 2 0 1 0 0 1 1 1 0 1 3 13:00 13:15 13:30 13:45 15 12 19 12 58 8 10 9 15 42 23 22 28 27 100 02:00 02:15 02:30 02:45 0 1 2 2 5 1 1 1 0 3 1 2 3 2 8 14:00 14:15 14:30 14:45 12 11 11 13 47 16 4 10 9 39 28 15 21 22 86 03:00 03:15 03:30 03:45 1 0 1 0 2 0 0 0 1 1 1 0 1 1 3 15:00 15:15 15:30 15:45 14 15 10 19 58 14 10 12 6 42 28 25 22 25 100 04:00 04:15 04:30 04:45 1 0 2 0 3 0 0 1 0 1 1 0 3 0 4 16:00 16:15 16:30 16:45 13 14 15 26 68 9 10 9 8 36 22 24 24 34 104 05:00 05:15 05:30 05:45 2 2 2 1 7 1 0 0 3 4 3 2 2 4 11 17:00 17:15 17:30 17:45 29 23 32 27 84 93 110 111 10 14 4 12 37 41 36 40 39 37 36 39 151 06:00 06:15 06:30 06:45 7 5 4 4 20 0 3 5 6 14 7 8 9 10 34 18:00 18:15 18:30 18:45 35 13 22 14 84 3 10 4 9 26 38 23 26 23 110 07:00 07:15 07:30 07:45 8 5 16 12 41 3 6 18 23 50 11 11 34 35 91 19:00 19:15 19:30 19:45 18 13 15 5 51 4 4 9 2 19 22 17 24 7 70 08:00 08:15 08:30 08:45 12 14 14 7 45 54 52 47 21 13 24 22 68 75 81 80 33 27 38 29 127 20:00 20:15 20:30 20:45 9 11 11 5 36 5 6 2 1 14 14 17 13 6 50 09:00 09:15 09:30 09:45 9 11 8 13 41 17 16 8 9 50 26 27 16 22 91 21:00 21:15 21:30 21:45 2 7 4 2 15 5 2 1 4 12 7 9 5 6 27 10:00 10:15 10:30 10:45 8 10 13 10 41 6 13 5 15 39 14 23 18 25 80 22:00 22:15 22:30 22:45 6 2 3 2 13 2 3 1 0 6 8 5 4 2 19 11:00 11:15 11:30 11:45 8 9 10 7 34 6 9 6 9 30 14 18 16 16 64 23:00 23:15 23:30 23:45 0 1 2 5 8 2 2 2 1 7 2 3 4 6 15 TOTALS 249 283 532 TOTALS 594 313 907 SPLIT% 46.8% 53.2% 37.0% SPLIT% 65.5% 34.5% 63.0% AM Peak Hour AM Pk Volume 07:30 54 07:45 81 07:45 133 PM Peak Hour PM Pk Volume 17:15 117 13:15 50 17:00 151 Pk Hr Factor 0.844 0.844 0.875 Pk Hr Factor 0.836 0.781 0.968 7- 9 Volume 88 130 218 4- 6 Volume 179 76 255 7- 9 Peak Hour 07:30 07:45 07:45 4- 6 Peak Hour 17:00 16:30 17:00 7 - 9 Pk Volume 54 81 133 .... o.e 111 41 151 Pk Hr Factor 0.844 0.844 0.875 Pk Hr Factor 0.867 0.732 0.968 Prepared by NDS/ATD VOLUME NE 2nd Ave Bet. NE 67th St & NE 62nd St Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_005 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 0:00 0:15 0:30 0:45 20 17 21 10 68 16 15 11 7 49 36 32 32 17 117 12:00 12:15 12:30 12:45 85 99 91 95 370 77 66 66 66 275 162 165 157 161 645 1:00 1:15 1:30 1:45 11 7 11 8 37 5 4 7 3 19 16 11 18 11 56 13:00 13:15 13:30 13:45 67 94 82 99 342 92 72 71 77 312 159 166 153 176 654 2:00 2:15 2:30 2:45 4 9 7 7 27 2 2 4 5 13 6 11 11 12 40 14:00 14:15 14:30 14:45 96 97 112 120 425 92 72 83 84 331 188 169 195 204 756 3:00 3:15 3:30 3:45 6 4 12 3 25 5 3 6 5 19 11 7 18 8 44 15:00 15:15 15:30 15:45 111 116 154 164 545 68 84 98 93 343 179 200 252 257 888 4:00 4:15 4:30 4:45 4 12 8 15 39 10 3 9 8 30 14 15 17 23 69 16:00 16:15 16:30 16:45 146 162 160 147 615 84 87 80 84 359 362 344 335 230 249 240 231 950 5:00 5:15 5:30 5:45 14 19 20 23 76 13 18 18 15 64 27 37 38 38 140 17:00 17:15 17:30 17:45 201 211 172 156 670 719 731 740 77 70 101 81 329 278 281 273 237 1069 6:00 6:15 6:30 6:45 19 22 21 52 114 24 42 44 69 179 43 64 65 121 293 18:00 18:15 18:30 18:45 208 184 149 125 666 101 77 90 81 349 309 261 239 206 1015 7:00 7:15 7:30 7:45 47 55 64 87 99 144 134 154 208 263 759 19:00 19:15 19:30 19:45 113 93 92 80 378 67 63 76 55 261 180 156 168 135 639 95 261 168 498 8:00 8:15 8:30 8:45 89 83 88 303 331 355 189 179 171 600 680 707 278 262 259 212 1011 20:00 20:15 20:30 20:45 69 74 66 45 254 61 51 50 30 192 130 125 116 75 446 86 346 126 665 9:00 9:15 9:30 9:45 75 68 71 65 279 128 101 97 86 412 203 169 168 151 691 21:00 21:15 21:30 21:45 56 57 50 38 201 38 28 32 21 119 94 85 82 59 320 10:00 10:15 10:30 10:45 86 87 80 97 350 81 71 61 70 283 167 158 141 167 633 22:00 22:15 22:30 22:45 41 36 30 42 149 28 26 26 24 104 69 62 56 66 253 11:00 11:15 11:30 11:45 72 65 79 91 307 77 70 64 75 286 149 135 143 166 593 23:00 23:15 23:30 23:45 39 39 48 28 154 19 18 18 10 65 58 57 66 38 219 TOTALS 1929 2517 4446 TOTALS 4839 3015 7854 SPLIT% 43.4% 56.6% 36.1% SPLIT % 61.6% 38.4% 63.9% DAILY TOTALS NB SB 6 768 5 532 EB 0 WB 0 Total 12 300 AM Peak Hour AM Pk Volume 11:45 366 7:45 707 7:45 1062 PM Peak Hour PM Pk Volume 17:15 747 15:30 362 17:15 1100 Pk Hr Factor 0.924 0.935 0.955 Pk Hr Factor 0.885 0.923 0.890 7- 9 Volume 607 1163 1770 4- 6 Volume 1355 664 2019 7- 9 Peak Hour 7:45 7:45 7:45 4- 6 Peak Hour 17:00 16:00 17:00 7 - 9 Pk Volume 355 707 1062 , oMe 740 335 1069 Pk Hr Factor 0.934 0.935 0.955 Pk Hr Factor 0.877 0.963 0.951 Prepared by NDS/ATD VOLUME NE 2nd Ave Bet. NE 62nd St & NE 59th St Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_006 DAILY TOTALS NB 6,666 SB 6,223 EB WB 0 0 Total 12,889 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 31 37 18 15 101 20 11 10 7 48 51 48 28 22 149 12:00 12:15 12:30 12:45 87 78 101 90 356 82 80 77 95 334 169 158 178 185 690 01:00 01:15 01:30 01:45 13 11 3 7 34 7 6 5 4 22 20 17 8 11 56 13:00 13:15 13:30 13:45 80 111 97 87 375 89 85 83 98 355 169 196 180 185 730 02:00 02:15 02:30 02:45 8 6 6 7 27 3 5 6 5 19 11 11 12 12 46 14:00 14:15 14:30 14:45 100 110 131 131 472 71 110 92 91 364 171 220 223 222 836 03:00 03:15 03:30 03:45 3 3 5 6 17 2 3 5 5 15 5 6 10 11 32 15:00 15:15 15:30 15:45 133 124 145 142 544 105 92 91 92 380 238 216 236 234 924 04:00 04:15 04:30 04:45 8 7 4 5 24 9 2 6 6 23 17 9 10 11 47 16:00 16:15 16:30 16:45 189 157 85 101 274 258 296 278 1106 191 181 679 718 105 97 383 388 05:00 05:15 05:30 05:45 10 17 14 7 48 9 10 19 18 56 19 27 33 25 104 17:00 17:15 17:30 17:45 203 208 732 783 84 103 387 389 287 311 272 269 1139 186 169 766 86 100 373 06:00 06:15 06:30 06:45 19 19 19 21 78 29 39 60 98 226 48 58 79 119 304 18:00 18:15 18:30 18:45 207 187 174 142 710 77 83 77 70 307 284 270 251 212 1017 07:00 07:15 07:30 07:45 34 46 57 63 200 80 102 163 177 522 114 148 220 240 722 19:00 19:15 19:30 19:45 112 103 76 77 368 73 75 66 44 258 185 178 142 121 626 08:00 08:15 08:30 08:45 66 76 59 65 232 262 264 266 199 184 191 178 641 723 751 752 265 260 250 243 1018 20:00 20:15 20:30 20:45 71 65 59 49 244 70 51 39 47 207 141 116 98 96 451 09:00 09:15 09:30 09:45 53 60 59 58 230 112 117 98 118 445 165 177 157 176 675 21:00 21:15 21:30 21:45 64 52 57 24 197 40 32 30 27 129 104 84 87 51 326 10:00 10:15 10:30 10:45 63 61 73 85 282 98 99 124 102 423 161 160 197 187 705 22:00 22:15 22:30 22:45 36 36 42 25 139 26 27 33 33 119 62 63 75 58 258 11:00 11:15 11:30 11:45 80 71 87 80 318 93 85 90 114 382 173 156 177 194 700 23:00 23:15 23:30 23:45 27 38 59 28 152 18 24 20 14 76 45 62 79 42 228 TOTALS 1625 2933 4558 TOTALS 5041 3290 8331 SPLIT% 35.7% 64.3% 35.4% SPLIT% 60.5% 39.5% 64.6% DAILY TOTALS NB SB 6,666 6,223 EB WB 0 0 AM Peak Hour AM Pk Volume 11:45 346 08:00 752 08:00 1018 PM Peak Hour PM Pk Volume 16:30 783 14:15 398 16:30 1172 Pk Hr Factor 0.856 0.945 0.960 Pk Hr Factor 0.941 0.905 0.942 7 - 9 Volume 466 1274 1740 4 - 6 Volume 1484 761 2245 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 16:30 16:30 16:30 7 - 9 Pk Volume 266 752 1018 4 - 6 Pk Volume 783 389 1172 Pk Hr Factor 0.875 0.945 0.960 Pk Hr Factor 0.941 0.926 0.942 Prepared by NDS/ATD VOLUME NE 2nd Ave S/O NE 59th St Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_007 DAILY TOTALS NB 6,382 SB 5,817 EB 0 WB 0 Total 12,199 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 33 31 19 16 99 19 11 11 11 52 52 42 30 27 151 12:00 12:15 12:30 12:45 78 77 105 92 352 78 76 79 78 311 156 153 184 170 663 01:00 01:15 01:30 01:45 11 8 4 8 31 7 6 5 4 22 18 14 9 12 53 13:00 13:15 13:30 13:45 82 103 92 80 357 94 63 82 95 334 176 166 174 175 691 02:00 02:15 02:30 02:45 7 5 5 5 22 4 5 8 5 22 11 10 13 10 44 14:00 14:15 14:30 14:45 97 112 113 129 451 76 92 89 87 344 173 204 202 216 795 03:00 03:15 03:30 03:45 3 3 4 5 15 1 4 5 4 14 4 7 9 9 29 15:00 15:15 15:30 15:45 125 126 123 140 514 91 91 83 96 361 216 217 206 236 875 04:00 04:15 04:30 04:45 4 6 3 5 18 5 2 3 9 19 9 8 6 14 37 16:00 16:15 16:30 16:45 176 157 76 91 252 248 283 257 1040 179 161 652 673 104 96 367 367 05:00 05:15 05:30 05:45 12 16 11 6 45 7 13 20 16 56 19 29 31 22 101 17:00 17:15 17:30 17:45 200 198 697 738 74 96 365 370 274 294 259 233 1060 179 157 734 80 76 326 06:00 06:15 06:30 06:45 20 18 22 25 85 32 35 58 93 218 52 53 80 118 303 18:00 18:15 18:30 18:45 171 173 143 138 625 77 91 68 73 309 248 264 211 211 934 07:00 07:15 07:30 07:45 37 47 58 56 198 89 101 149 161 500 126 148 207 217 698 19:00 19:15 19:30 19:45 107 102 68 71 348 76 69 57 42 244 183 171 125 113 592 08:00 08:15 08:30 08:45 80 61 77 58 241 255 274 276 168 194 170 156 579 672 693 688 248 255 247 214 964 20:00 20:15 20:30 20:45 74 61 63 51 249 53 41 38 37 169 127 102 101 88 418 09:00 09:15 09:30 09:45 56 57 48 58 219 110 96 97 99 402 166 153 145 157 621 21:00 21:15 21:30 21:45 52 44 48 24 168 35 37 27 24 123 87 81 75 48 291 10:00 10:15 10:30 10:45 56 52 78 82 268 98 97 117 97 409 154 149 195 179 677 22:00 22:15 22:30 22:45 35 36 46 29 146 25 26 34 31 116 60 62 80 60 262 11:00 11:15 11:30 11:45 83 71 90 91 335 88 72 86 95 341 171 143 176 186 676 23:00 23:15 23:30 23:45 32 38 56 28 154 19 22 17 12 70 51 60 73 40 224 TOTALS 1611 2743 4354 TOTALS 4771 3074 7845 SPLIT% 37.0% 63.0% 35.7% SPLIT% 60.8% 39.2% 64.3% DAILY TOTALS NB SB 6,382 5,817 EB 0 WB 0 Total 12,199 AM Peak Hour AM Pk Volume 11:45 351 07:45 693 07:45 967 PM Peak Hour PM Pk Volume 16:30 738 16:30 370 16:30 1108 Pk Hr Factor 0.836 0.893 0.948 Pk Hr Factor 0.923 0.889 0.942 7- 9 Volume 474 1188 1662 4- 6 Volume 1407 693 2100 7- 9 Peak Hour 08:00 07:45 07:45 4- 6 Peak Hour 16:30 16:30 16:30 7 - 9 Pk Volume 276 693 967 .... o.e 738 370 1108 Pk Hr Factor 0.863 0.893 0.948 Pk Hr Factor 0.923 0.889 0.942 Prepared by NDS/ATD VOLUME N Miami Ave Bet. NE 67th St & NW/NE 62nd St Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_003 DAILY TOTALS NB 10,499 SB 9,024 EB 0 WB 0 Total 19,52 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 63 53 40 24 180 27 36 23 13 99 90 89 63 37 279 12:00 12:15 12:30 12:45 109 94 106 156 465 114 100 103 79 396 223 194 209 235 861 01:00 01:15 01:30 01:45 15 26 29 15 85 24 10 15 11 60 39 36 44 26 145 13:00 13:15 13:30 13:45 117 105 104 124 450 106 113 91 94 404 223 218 195 218 854 02:00 02:15 02:30 02:45 13 18 16 16 63 14 10 11 11 46 27 28 27 27 109 14:00 14:15 14:30 14:45 114 136 128 176 554 88 128 121 150 487 202 264 249 326 1041 03:00 03:15 03:30 03:45 14 10 17 17 58 16 7 19 9 51 30 17 36 26 109 15:00 15:15 15:30 15:45 192 234 240 300 966 129 129 121 114 493 321 363 361 414 1459 04:00 04:15 04:30 04:45 16 6 16 10 48 13 16 23 19 71 29 22 39 29 119 16:00 16:15 16:30 16:45 323 299 323 302 1247 133 105 118 113 469 456 404 441 415 1716 05:00 05:15 05:30 05:45 16 12 22 35 85 22 30 33 50 135 38 42 55 85 220 17:00 17:15 17:30 17:45 320 309 311 325 1244 1254 1242 1265 92 99 109 129 428 422 413 429 412 408 420 454 1694 06:00 06:15 06:30 06:45 47 45 28 55 175 55 69 188 184 496 102 114 216 239 671 18:00 18:15 18:30 18:45 324 334 270 241 1169 109 103 82 89 383 433 437 352 330 1552 07:00 07:15 07:30 07:45 55 61 86 114 316 224 267 268 267 1026 279 328 354 381 1342 19:00 19:15 19:30 19:45 211 195 153 129 688 89 79 85 76 329 300 274 238 205 1017 08:00 08:15 08:30 08:45 132 118 98 94 393 450 462 442 293 240 222 296 1095 1068 1022 1051 425 358 320 390 1493 20:00 20:15 20:30 20:45 107 104 108 80 399 77 63 70 52 262 184 167 178 132 661 09:00 09:15 09:30 09:45 108 80 73 97 358 247 255 234 192 928 355 335 307 289 1286 21:00 21:15 21:30 21:45 72 77 84 51 284 57 49 42 34 182 129 126 126 85 466 10:00 10:15 10:30 10:45 79 100 104 97 380 133 129 131 104 497 212 229 235 201 877 22:00 22:15 22:30 22:45 46 66 45 42 199 46 26 47 36 155 92 92 92 78 354 11:00 11:15 11:30 11:45 92 78 99 117 386 104 108 126 109 447 196 186 225 226 833 23:00 23:15 23:30 23:45 49 64 69 55 237 25 34 40 29 128 74 98 109 84 365 TOTALS 2576 4907 7483 TOTALS 7923 4117 12040 SPLIT % 34.4% 65.6% 38.3% SPLIT% 65.8% 34.2% 61.7% Wi._DAILY TOTALS NB 10,499 SB EB 9,024 0 WB 0 Total 19,523 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 462 0.875 07:15 1095 0.934 07:30 1518 0.893 PM Peak Hour PM Pk Volume Pk Hr Factor 17:30 1294 0.969 14:30 529 0.882 17:30 1744 0.960 7- 9 Volume 758 2077 2835 4- 6 Volume 2512 898 3410 7- 9 Peak Hour 07:45 07:15 07:30 4- 6 Peak Hour 17:00 16:00 16:00 7 - 9 Pk Volume 462 1095 1518 �o a 1265 469 1716 Pk Hr Factor 0.875 0.934 0.893 Pk Hr Factor 0.973 0.882 0.941 Prepared by NDS/ATD VOLUME N Miami Ave Bet. NW/NE 62nd St & NW/NE 59th St Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_004 DAILY TOTALS NB 10,238 SB 9,056 EB 0 WB 0 Total 19,294 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 56 37 36 23 152 24 35 28 15 102 80 72 64 38 254 12:00 12:15 12:30 12:45 113 106 107 124 450 99 67 69 92 327 212 173 176 216 777 01:00 01:15 01:30 01:45 30 20 31 14 95 24 14 16 12 66 54 34 47 26 161 13:00 13:15 13:30 13:45 152 120 130 133 535 93 89 86 83 351 245 209 216 216 886 02:00 02:15 02:30 02:45 13 19 16 15 63 15 10 13 10 48 28 29 29 25 111 14:00 14:15 14:30 14:45 115 140 121 148 524 98 126 127 139 490 213 266 248 287 1014 03:00 03:15 03:30 03:45 18 16 19 13 66 8 6 17 7 38 26 22 36 20 104 15:00 15:15 15:30 15:45 191 232 233 307 963 135 119 124 107 485 326 351 357 414 1448 04:00 04:15 04:30 04:45 12 10 20 18 60 7 19 20 18 64 19 29 40 36 124 16:00 16:15 16:30 16:45 279 282 313 288 1162 124 116 110 114 464 403 398 423 402 1626 05:00 05:15 05:30 05:45 20 15 12 34 81 19 26 35 51 131 39 41 47 85 212 17:00 17:15 17:30 17:45 297 281 282 300 1180 1179 1148 1160 101 110 112 138 441 435 437 461 398 391 394 438 1621 06:00 06:15 06:30 06:45 52 45 39 57 193 58 66 194 167 485 110 111 233 224 678 18:00 18:15 18:30 18:45 274 293 244 238 1049 137 103 98 93 431 411 396 342 331 1480 07:00 07:15 07:30 07:45 66 66 97 136 365 237 249 279 282 1047 303 315 376 418 1412 19:00 19:15 19:30 19:45 205 159 124 118 606 98 80 86 89 353 303 239 210 207 959 08:00 08:15 08:30 08:45 148 119 104 94 447 500 507 465 270 263 205 307 1080 1094 1020 1045 418 382 309 401 1510 20:00 20:15 20:30 20:45 139 93 104 78 414 84 74 78 53 289 223 167 182 131 703 09:00 09:15 09:30 09:45 93 75 80 87 335 265 254 229 191 939 358 329 309 278 1274 21:00 21:15 21:30 21:45 74 66 87 50 277 60 47 46 36 189 134 113 133 86 466 10:00 10:15 10:30 10:45 79 110 91 98 378 143 120 145 112 520 222 230 236 210 898 22:00 22:15 22:30 22:45 51 69 39 41 200 53 41 56 44 194 104 110 95 85 394 11:00 11:15 11:30 11:45 95 82 101 122 400 99 98 106 95 398 194 180 207 217 798 23:00 23:15 23:30 23:45 51 61 84 49 245 30 29 42 38 139 81 90 126 87 384 TOTALS 2653 4883 7536 TOTALS 7585 4173 11758 SPLIT% 35.2% 64.8% 39.1% SPLIT% 64.5% 35.5% 60.9% AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 507 0.856 07:30 1094 0.970 07:30 1594 0.953 PM Peak Hour PM Pk Volume Pk Hr Factor 15:45 1181 0.943 14:15 527 0.948 17:30 1639 0.936 7- 9 Volume 830 2092 2922 4- 6 Volume 2322 925 3247 7 - 9 Peak Hour 07:45 07:30 07:30 4 - 6 Peak Hour 16:15 16:00 16:00 7 - 9 Pk Volume 507 1094 1594 �o a 1180 464 1626 Pk Hr Factor 0.856 0.970 0.953 Pk Hr Factor 0.942 0.935 0.961 Prepared by NDS/ATD Day: Wednesday Date: 10/4/2017 VOLUME NW 2nd Ave Bet. NW 67th St & NW 62nd St City: Miami Project #: FL17_3433_001 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 39 30 17 16 102 20 14 11 13 58 59 44 28 29 160 12:00 12:15 12:30 12:45 44 52 34 52 182 55 42 44 46 187 99 94 78 98 369 01:00 01:15 01:30 01:45 13 15 9 14 51 8 11 10 8 37 21 26 19 22 88 13:00 13:15 13:30 13:45 45 72 47 70 234 41 52 61 60 214 86 124 108 130 448 02:00 02:15 02:30 02:45 15 14 13 8 50 12 7 11 8 38 27 21 24 16 88 14:00 14:15 14:30 14:45 71 66 90 96 323 69 73 77 68 287 140 139 167 164 610 03:00 03:15 03:30 03:45 9 10 10 6 35 6 8 8 4 26 15 18 18 10 61 15:00 15:15 15:30 15:45 95 56 59 59 269 70 51 70 59 250 165 107 129 118 519 04:00 04:15 04:30 04:45 10 7 5 5 27 11 14 11 8 44 21 21 16 13 71 16:00 16:15 16:30 16:45 51 63 49 25 188 70 63 62 45 240 121 126 111 70 428 05:00 05:15 05:30 05:45 11 5 7 14 37 13 17 11 24 65 24 22 18 38 102 17:00 17:15 17:30 17:45 33 60 61 39 170 167 179 193 58 57 57 51 228 222 217 223 91 117 118 90 416 06:00 06:15 06:30 06:45 19 20 19 25 83 15 30 44 58 147 34 50 63 83 230 18:00 18:15 18:30 18:45 104 98 75 71 348 56 44 58 53 211 160 142 133 124 559 07:00 07:15 07:30 07:45 37 34 60 39 170 62 69 94 113 338 99 103 154 152 508 19:00 19:15 19:30 19:45 67 73 60 52 252 59 40 35 31 165 126 113 95 83 417 08:00 08:15 08:30 08:45 58 44 54 45 191 201 195 201 111 127 99 102 387 445 450 439 169 171 153 147 640 20:00 20:15 20:30 20:45 59 54 54 42 209 45 34 49 37 165 104 88 103 79 374 09:00 09:15 09:30 09:45 42 33 30 34 139 103 59 56 48 266 145 92 86 82 405 21:00 21:15 21:30 21:45 37 43 33 30 143 26 30 17 25 98 63 73 50 55 241 10:00 10:15 10:30 10:45 50 48 33 39 170 51 44 63 43 201 101 92 96 82 371 22:00 22:15 22:30 22:45 34 40 31 30 135 21 20 17 17 75 55 60 48 47 210 11:00 11:15 11:30 11:45 44 48 40 34 166 50 48 52 61 211 94 96 92 95 377 23:00 23:15 23:30 23:45 20 29 22 28 99 16 21 13 14 64 36 50 35 42 163 TOTALS 1231 1870 3101 TOTALS 2575 2179 4754 SPLIT% 39.7% 60.3% 39.5% SPLIT% 54.2% 45.8% 60.5% AM Peak Hour AM Pk Volume 07:30 201 07:45 450 07:30 646 PM Peak Hour PM Pk Volume 18:00 348 14:15 288 14:15 635 Pk Hr Factor 0.838 0.886 0.944 Pk Hr Factor 0.837 0.935 0.951 7- 9 Volume 371 777 1148 4- 6 Volume 381 463 844 7- 9 Peak Hour 07:30 07:45 07:30 4- 6 Peak Hour 17:00 16:00 16:00 7 - 9 Pk Volume 201 450 646 .... o.e 193 240 428 Pk Hr Factor 0.838 0.886 0.944 Pk Hr Factor 0.791 0.857 0.849 Prepared by NDS/ATD VOLUME NW 2nd Ave Bet. NW 62nd St & 59th St Day: Wednesday Date: 10/4/2017 City: Miami Project #: FL17_3433_002 DAILY TOTALS NB 5,854 SB 5,256 EB WB 0 0 Total 11,110 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 00:15 00:30 00:45 31 28 27 18 104 28 21 12 20 81 59 49 39 38 185 12:00 12:15 12:30 12:45 80 79 96 88 343 80 69 85 74 308 160 148 181 162 651 01:00 01:15 01:30 01:45 17 19 14 13 63 17 9 15 8 49 34 28 29 21 112 13:00 13:15 13:30 13:45 92 83 71 96 342 74 90 77 80 321 166 173 148 176 663 02:00 02:15 02:30 02:45 14 11 10 11 46 6 6 11 11 34 20 17 21 22 80 14:00 14:15 14:30 14:45 81 95 102 90 368 102 69 110 77 358 183 164 212 167 726 03:00 03:15 03:30 03:45 14 9 7 9 39 6 9 6 6 27 20 18 13 15 66 15:00 15:15 15:30 15:45 116 124 117 139 496 88 78 89 79 334 204 202 206 218 830 04:00 04:15 04:30 04:45 11 6 10 11 38 7 12 9 9 37 18 18 19 20 75 16:00 16:15 16:30 16:45 122 91 102 103 418 83 90 85 79 337 205 181 187 182 755 05:00 05:15 05:30 05:45 18 9 13 20 60 5 19 19 24 67 23 28 32 44 127 17:00 17:15 17:30 17:45 101 106 100 113 397 412 410 420 86 74 77 75 340 324 316 312 187 180 177 188 732 06:00 06:15 06:30 06:45 25 32 43 42 142 24 29 33 56 142 49 61 76 98 284 18:00 18:15 18:30 18:45 125 107 111 111 454 84 86 83 78 331 209 193 194 189 785 07:00 07:15 07:30 07:45 54 76 87 74 291 60 78 76 107 321 114 154 163 181 612 19:00 19:15 19:30 19:45 111 90 95 69 365 69 82 68 54 273 180 172 163 123 638 08:00 08:15 08:30 08:45 70 69 86 57 307 300 299 282 95 118 87 93 356 396 407 393 165 187 173 150 675 20:00 20:15 20:30 20:45 93 84 72 64 313 65 59 61 54 239 158 143 133 118 552 09:00 09:15 09:30 09:45 59 55 61 58 233 101 73 74 69 317 160 128 135 127 550 21:00 21:15 21:30 21:45 49 41 49 45 184 39 44 34 34 151 88 85 83 79 335 10:00 10:15 10:30 10:45 69 54 68 65 256 62 78 68 65 273 131 132 136 130 529 22:00 22:15 22:30 22:45 57 51 41 30 179 47 36 38 33 154 104 87 79 63 333 11:00 11:15 11:30 11:45 70 70 78 83 301 65 72 85 67 289 135 142 163 150 590 23:00 23:15 23:30 23:45 32 29 26 30 117 28 29 31 20 108 60 58 57 50 225 TOTALS 1855 2030 3885 TOTALS 3999 3226 7225 SPLIT% 47.7% 52.3% 35.0% SPLIT% 55.3% 44.7% 65.0% DAILY TOTALS NB SB 5,854 5,256 EB WB 0 0 Total 11,110 AM Peak Hour AM Pk Volume 11:45 338 07:45 407 07:45 706 PM Peak Hour PM Pk Volume 15:15 502 13:45 361 15:15 831 Pk Hr Factor 0.880 0.862 0.944 Pk Hr Factor 0.903 0.820 0.953 7- 9 Volume 573 714 1287 4- 6 Volume 838 649 1487 7- 9 Peak Hour 07:15 07:45 07:45 4- 6 Peak Hour 17:00 16:15 16:00 7 - 9 Pk Volume 307 407 706 ,o.e 420 340 755 Pk Hr Factor 0.882 0.862 0.944 Pk Hr Factor 0.929 0.944 0.921 2016 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH WEEK DATES SF MOCF: 0.98 PSCF 1 01/01/2016 2 01/03/2016 3 01/10/2016 4 01/17/2016 5 01/24/2016 6 01/31/2016 7 02/07/2016 * 8 02/14/2016 * 9 02/21/2016 *10 02/28/2016 *11 03/06/2016 *12 03/13/2016 *13 03/20/2016 *14 03/27/2016 *15 04/03/2016 *16 04/10/2016 *17 04/17/2016 *18 04/24/2016 *19 05/01/2016 *20 05/08/2016 21 05/15/2016 22 05/22/2016 23 05/29/2016 24 06/05/2016 25 06/12/2016 26 06/19/2016 27 06/26/2016 28 07/03/2016 29 07/10/2016 30 07/17/2016 31 07/24/2016 32 07/31/2016 33 08/07/2016 34 08/14/2016 35 08/21/2016 36 08/28/2016 37 09/04/2016 38 09/11/2016 39 09/18/2016 40 09/25/2016 - 01/02/2016 - 01/09/2016 - 01/16/2016 - 01/23/2016 - 01/30/2016 - 02/06/2016 - 02/13/2016 - 02/20/2016 - 02/27/2016 - 03/05/2016 - 03/12/2016 - 03/19/2016 - 03/26/2016 - 04/02/2016 - 04/09/2016 - 04/16/2016 - 04/23/2016 - 04/30/2016 - 05/07/2016 - 05/14/2016 - 05/21/2016 - 05/28/2016 - 06/04/2016 - 06/11/2016 - 06/18/2016 - 06/25/2016 - 07/02/2016 - 07/09/2016 - 07/16/2016 - 07/23/2016 - 07/30/2016 - 08/06/2016 - 08/13/2016 - 08/20/2016 - 08/27/2016 - 09/03/2016 - 09/10/2016 - 09/17/2016 - 09/24/2016 - 10/01/2016 1.02 1.03 1.04 1.03 1.02 1.00 0.99 0.97 0.97 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.99 0.99 0.99 1.00 1.00 1.01 1.02 1.02 1.03 1.03 1.03 1.03 1.02 1.02 1.02 1.02 1.02 1.02 1.01 1.01 1.00 1.04 1.05 1.06 1.05 1.04 1.02 1.01 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.02 1.02 1.03 1.04 1.04 1.05 1.05 1.05 1.05 1.04 1.04 1.04 1.04 1.04 1.04 1.03 1.03 1.02 41 10/02/2016 - 42 10/09/2016 - 10/08/2016 1.00 10/15/2016 0.99 1.02 1.01 43 10/16/2016 44 10/23/2016 45 10/30/2016 46 11/06/2016 47 11/13/2016 48 11/20/2016 49 11/27/2016 50 12/04/2016 51 12/11/2016 52 12/18/2016 53 12/25/2016 * PEAK SEASON - 10/22/2016 - 10/29/2016 - 11/05/2016 - 11/12/2016 - 11/19/2016 - 11/26/2016 - 12/03/2016 - 12/10/2016 - 12/17/2016 - 12/24/2016 - 12/31/2016 1.00 1.00 1.01 1.01 1.02 1.02 1.02 1.02 1.02 1.03 1.04 1.02 1.02 1.03 1.03 1.04 1.04 1.04 1.04 1.04 1.05 1.06 21-FEB-2017 10:54:35 830UPD 6 8700 PKSEASON.TXT Appendix B Programmed Roadway Improvements City of Miami Capital Improvement Plan (CIP) 10/22/2017 Report Export Project Name: 40-B78508 PeEttbroke Pines. North PA , ryfi �,Fti�Ee�lti I r71I IL Miami estcheMter Sciuti1 Miami Kendall Solaiti Miami Miami Beach Key Biscayne Esri, HERE, Garmin, NGA, USGS, NPS 40-B78508 - NE 2 Avenue Improvements Tthe reconstruction of NE 2nd Avenue from NE 20th Street to NE 84th Street. The project length is approximately 4.1 miles. The scope of work includes roadway reconstruction, stormwater system, curb and gutter, concrete sidewalk, signing and pavement mar B-78508 Project Management and Design S-78508.01 - SEGMENT A (NE 20 Street to NE 36 Street) - On Hold Pending County or City Ownership of the project. S-78508.02 - SEGMENT B1 (NE 36 Street to NE 42 Street) - Construction Complete. S-78508-.03 - SEGMEN Project District 5 Project Type Other Phase 6-Complete Status Completed 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. http://maps.miamigov.com/cip/Report.html?961839 1/1 10/22/2017 Report Export Project Name: 40-B30894 ij Edison Center Pr.; I 11:7 NW Er %11 Colleuto i,mh 5 t NW 5atil s z NW 5 rith St > < r5 • g.. Ne-und st z NW 57-th NW 54th St NW 5:.rd Et NW 52nd St Si NW 5151 51 NW 50th SI NY4 .1.9th SI NE 60Eh St N.EE1iIS LAIN!! I -1.1111r. FirIt BIW r-1f Lemon City L2moil NE.58tti ler City z rn m rn 5o rri 0 ;11 !,o NE 55th se :0 NE 54-th Et NE yeti St NL 5 Citri St Esri, HERE, Garmin, INCREMENT P, NGA, USGS ,21)1 ; z :46 .1:17 NE 5911h NE 58th S1 NE 57.th -SI NE 5Eth St 'Et NE 55th lei• "te:- NE 55rd St NE 52nd Thr NE 52nd St NE 5171'1 SZ NE 5C1.11 7er .roa -6 40-B30894 - Little Haiti Right of Way Improvements Roadway Improvements (drainage system, milling and resurfacing, overbuilt, concrete curbs, concrete sidewalks and pavement markings) NE 56th St. from North Miami Ave. to NE 2nd Ave. Project District 5 Project Type Other Phase 7-On-Hold 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. http://maps.miamigov.com/cip/Report.html?961758 1/1 FDOT Five Year Work Plan Florida Department of FDOT TRANSPORTATION Web Application bout FDO ;ontact Us Or, Tata Performance Project. Office of Work Program and Budget Lisa Saliba - Director Five Year Work Program Transportation System Description INTRASTATE STATE HIGHWAY Selection Criteria District 06 (Updated: 10/7/2017-06.59.46) Item Number:428278-3 Fiscal Years:2018; 2019; 2020; 2021; 2022; 2018-2022 AD Miami -Dade County Description Contains:944 District Length Type of Work E-Updates I FL511 I Mobile Site Map [earch FDOT... Item Fiscal Year: 2018 2019 2020 2021 2022 SR 944/NW/NE 54 STREET FROM NW 6TH COURT TO NE 1ST AVENUE Highways /Preliminary Engineering (On -Going) Highways /Right of Way (On -Going) Highways /Construction Highways /Contract Incentives District 06 - 0.818 INTERSECTION 428278-3 Miami -Dade IMPROVEMENT County $1,938 $43,781 $555,143 $10,000 This site is maintained by the Office of Work Program and Budget, located at 605 Suwannee Street, MS 21, Tallahassee, Florida 32399. For additional information please e-mail questions or comments to: Lisa Saliba: Lisa.Saliba@dot.state.fl.us or call 850-414-4622 View Contact Information for Office of Work Program and Budget Application Home: Work Program Office Home: Office of Work Program and Budget Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices © 1996-2014 Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable Florida Department of FDOT TRANSPORTATION Web Application bout FDO ;ontact Us Or, data Performance Office of Work Program and Budget Lisa Saliba - Director Five Year Work Program Selection Criteria District 06 (Updated: 10/7/2017-06.59.46) Item Number:428278-2 Fiscal Years:2018; 2019; 2020; 2021; 2022; 2018-2022 AD Miami -Dade County Description Contains:944 Display current records in a Report Style Display current records in an Excel Document E-Updates I FL511 I Mobile Site Map [earch FDOT... Project Summary Transportation System: INTRASTATE STATE HIGHWAY Description: SR 944/NW/NE 54TH ST FROM E OF NW 7 AVENUE TO BISCAYNE BOULEVARD Type of Work: RESURFACING Item Number: 428278-2 Length: 1.291 Project Detail District 06 - Miami -Dade County View Scheduled Activities View Map of Item Fiscal Year: 2018 2019: 2020 _ 2021 2022 Highways/Preliminary Engineering (On -Going) Amount: $53,185 Highways/Right of Way (On -Going) Amount: $44,786 Highways/Railroad & Utilities (On -Going) Amount: $10,000 Highways/Construction Amount: $2,898,812 Highways/Contract Incentives Amount: $100,000I Item Total: $3,006,783 $100,000 This site is maintained by the Office of Work Program and Budget, located at 605 Suwannee Street, MS 21, Tallahassee, Florida 32399. For additional information please e-mail questions or comments to: Lisa Saliba: Lisa.Saliba@dot.state.fl.us or call 850-414-4622 View Contact Information for Office of Work Program and Budget Application Home: Work Program Office Home: Office of Work Program and Budget Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices v1rrnI-ftt11. © 1996-2014 Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable Florida Department of FDOT TRANSPORTATION Web Application bout FDO-;ontact Us Or, Tta Performance Office of Work Program and Budget Lisa Saliba - Director Five Year Work Program Selection Criteria District 06 (Updated: 10/7/2017-06.59.46) Item Number:410646-4 Fiscal Years:2018; 2019; 2020; 2021; 2022; 2018-2022 AD Miami -Dade County Description Contains:934 Display current records in a Report Style Display current records in an Excel Document E-Updates I FL511 I Mobile Site Map [earch FDOT... Project Summary Transportation System: INTRASTATE STATE HIGHWAY Description: SR 934/NE/NW 79 ST FROM WEST OF I-95(13 CT.) TO END OF SR 934/1 WAY PR Type of Work: PD&E/EMO STUDY Item Number: 410646-4 Length: 5.948 Project Detail District 06 - Miami -Dade County View Scheduled Activities View Map of Item Fiscal Year: 2018 2019 2020 2021 2022 Highways/PD & E Amount:l $44,0061 (On -Going) This site is maintained by the Office of Work Program and Budget, located at 605 Suwannee Street, MS 21, Tallahassee, Florida 32399. For additional information please e-mail questions or comments to: Lisa Saliba: Lisa.Saliba@dot.state.fl.us or call 850-414-4622 View Contact Information for Office of Work Program and Budget Contact Us Application Home: Work Program Office Home: Office of Work Program and Budget Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices © 1996-2014 Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable Appendix C Maximum Development Potential Calculations From: benjamin.hedrick@akerman.com [mailto:benjamin.hedrick@akerman.com] Sent: Wednesday, July 25, 2018 5:55 PM To: Dabkowski, Adrian <Adrian.Dabkowski@Kimley-horn.com>; Kanaan, Omar <omar.kanaan@kimley- horn.com> Cc: msklar@plazaequity.com; neisen.kasdin@akerman.com Subject: RE: Magic City Comp. Plan Analysis Adrian, Omar: Hope you are doing well. If you recall from PZAB, we have agreed to change the Comp. Plan Amendment request from Restricted Commercial to General Commercial for the affected parcels within the SAP area. Fortunately, both Restricted Commercial and General Commercial have the exact same maximum residential densities and non-residential floor area maximums. General Commercial also has essentially the same permitted uses as Restricted Commercial that would be utilized in the SAP, but it does allow for some additional warehousing and industrial -related uses such as light manufacturing that Restricted Commercial does not. So your traffic analysis probably should not be affected, but please confirm once you have been able to review the MCNP on General Commercial. Attached is a hand mark-up of a few pages in the Comp. Plan traffic study that we need to update for references to General Commercial instead of Restricted Commercial. Also below is the email info you included at Page 69 of the traffic study, which I have updated below to reference General Commercial instead of Restricted Commercial. The calculations are exactly the same as before. The summary below includes the current numbers for the Comp. Plan Traffic Study taking into account both the new parcel at 288 NE 61st Street which adds 4,871 s.f. to the overall parcels requiring the FLUM Amendment, AND the three (3) additional Motorsports.com parcels which collectively add 40,776 s.f. to the overall parcels requiring the FLUM Amendment (now 30 of the 37 total parcels in the SAP). • Existing Conditions for the 30 Parcels Requiring FLUM Amendment to "General Commercial" — All have either current Light Industrial or Medium Density Restricted Commercial FLUM designations, same as before O 1,010 total potential dwelling units o 5,654,587 s.f. max. of commercial retail/office. • Post -Comp. Plan Amendment Conditions of the 30 Parcels Being Changed to "General Commercial" FLUM Designation o 4,495 potential maximum dwelling units o 7,178,995 s.f. max. of commercial retail/office. Would it be possible to have the study updated in the next few days? Since there should presumably be no required calculations on your end, it should be an easy update based on the attached and included information. Just fixing a couple of references to the new FLUM designation. Thank you, LUPA Existing Development Maximum Light and Medium Density (6.0/10.0 FLR) 5,654,587 sf Office 3,800,000 sf Retail 1,854,587 sf Current Maximum Capacity 5,654,587 sf Maximum Residential Capacity (36 du/acre) 360 du Maximum Residential Capacity (65 du/acre) 650 du Current Maximum Residential Capacity 1,010 du Proposed Development Maximum General Commercial (11.0 FLR) 7,178,995 sf Office 5,300,000 sf Retail 1,878,995 sf Proposed Maximum Capacity 7,178,995 sf Maximum Residential Capacity (300 du/acre)i�1 Proposed Maximum Residential Capacity 4495 du 4,495 du Note: (1) Maximum potential density considering available density bonuses under existing zoning authorized via comprehensive plan. Existing Development Office/Retail 5654.587 General Office AM: Ln(T) = 0.80 Ln(X) + 1.57 PM: T = 1.12 (X) +78.45 Shopping Center Input Output 3,800 3,513 AM 4,439 3,800 4,334 PM 8,573 Total 7,847 Total 13,012 AM: Ln(T) = 0.61 Ln(X) + 2.24 1,854.587 926 PM: Ln(T) = 0.67 Ln(X) +3.31 1,854.587 4,239 Total 5,165 General Office Proposed Development Office/Retail 7178.995 AM: Ln(T) = 0.80 Ln(X) + 1.57 PM: T = 1.12 (X) +78.45 Shopping Center Input Output 5,300 4,584 AM 5,517 5,300 6,014 PM 10,290 Total 10,598 Total 15,807 AM: Ln(T) = 0.61 Ln(X) + 2.24 1,878.995 933 PM: Ln(T) = 0.67 Ln(X) +3.31 1,878.995 4,276 Total 5,209 K:\FTL_TPTO\043908100-Magic City SAP \LUPA \Ca lcs\Trip Gen \Maximum Development Com pa rison_07262018.xIsx Appendix D Trip Generation EXISTING MAXIMUM DEVELOPMENT AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition RE Code Scale RE Units Percent In Out Total Percent MR Trips In Out Total Percent PR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out 1 Shopping Center 9 820 1854.587 ksf 62% 38% 574 352 926 10.0% 93 516 317 833 10.0% 83 465 285 750 24.5% 184 366 200 566 0.0% 0 366 200 566 2 Apartment 9 220 1010 du 20% 80% 100 399 499 10.0% 50 90 359 449 10.0% 45 80 324 404 2.7% 11 78 315 393 0.0% 0 78 315 393 3 General Office Building 9 710 3800 ksf 88% 12% 3,091 422 3,513 10.0% 351 2,782 380 3,162 10.0% 316 2,504 342 2,846 6.5% 185 2,415 246 2,661 0.0% 0 2,415 246 2,661 4 5 6 7 8 9 10 11 12 Existing Development 3,765 1,173 4,938 10.0% 494 3,388 1,056 4,444 10.0% 443 3,049 951 4,000 9.5% 380 2,859 761 3,620 0.0% 0 2,859 761 3,620 ITE Code Equation 16% VOF Reduction 457 122 579 820 LN(Y) = 0.611LN(X)+2.24 Existing Vehicle Trips 2,402 639 3,041 220 Y=0.491X)+3.73 Existing Vehicle and Transit Trips 2,779 756 3,535 710 LN(Y) = 0.81LN(X)+1.57 Existing Vehicle and Transit Person -Trips (1.4 persons per vehicle) 3,891 1,058 4,949 PROPOSED MAXIMUM DEVELOPMENT AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition RE RE Code Scale Units Percent In Out In MR Out Total Percent Trips In PR Out Total Percent Trips In IC Out Total Percent Trips In PB Out Total Percent Trips In Out Total 2 3 4 Shopping Center Apartment General Office Building 9 9 9 820 220 710 1878.995 4495 5300 ksf du ksf 62% 20% 88% 38% 80% 12% 578 441 4,034 355 1,765 550 933 2,206 4,584 10.0% 10.0% 10.0% 93 221 458 520 397 3,631 320 1,588 495 840 1,985 4,126 10.0% 10.0% 10.0% 84 198 413 468 357 3,268 288 1,430 445 756 1,787 3,713 30.4 2.8% 6.4% 230 50 238 329 350 3,155 197 1,387 320 526 1,737 3,475 0.0% 0.0% 0.0% 0 0 0 329 350 3,155 197 1,387 320 526 1,737 3,475 5 6 7 8 9 10 12 Proposed Development ITE Code Equation 820 LN(Y) = 0.611LN(X)+2.24 220 Y=0.491X)+3.73 710 LN(Y) = 0.81LN(X)+1.57 5,053 2,670 7,723 10.0% 772 4,548 2,403 6,951 10.0% 695 4,093 2,163 6,256 8.3% 518 3,834 1,904 5,738 0.0% 0 3,834 1,904 5,738 16% VOF Reduction 613 305 918 Proposed Vehicle Trips 3,221 1,599 4,820 Proposed Vehicle and Multimodal Trips 3,726 1,866 5,592 Proposed Vehicle and Multimodal Person -Trips (1.4 persons per vehicle) 5,216 2,613 7,829 Net New Vehicle and Transit Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total 947 1,110 2,057 1,325 1,555 2,880 K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Calcs\Trip Gen\Office and Retail\Trip Gen AM.xlsx: PRINT -PEAK HOUR 6/11/2018,2:59 PM EXISTING MAXIMUM DEVELOPMENT PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE I'i NET NEW PROJECT TRIPS Land Use ITE Edition RE Code Scale RE Units Percent In Out Total Percent MR Trips In Out Total Percent PR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out 1 Shopping Center 9 820 1854.587 ksf 48% 52% 2,035 2,204 4,239 10.0% 424 1,831 1,984 3,815 10.0% 382 1,648 1,785 3,433 10.9% 374 1,448 1,611 3,059 16.7% 511 1,206 1,342 2,548 2 Apartment 9 220 1010 du 65% 35% 372 201 573 10.0% 58 334 181 515 10.0% 51 301 163 464 48.5% 225 151 88 239 0.0% 0 151 88 239 3 General Office Building 9 710 3800 ksf 17% 83% 737 3,597 4,334 10.0% 433 663 3,238 3,901 10.0% 390 597 2,914 3,511 5.3% 187 554 2,770 3,324 0.0% 0 554 2,770 3,324 4 5 6 7 8 9 10 11 12 Existing Development Note: I° Pass -by capture rate calculated 3,144 6,002 9,146 10.0% 915 2,828 5,403 8,231 10.0% 823 2,546 4,862 7,408 10.6% 786 2,153 4,469 6,622 7.7% 511 1,911 4,200 6,111 ITE Code Equation based on equations provided in ITE's Trip Generation Handbook, 3f° Edition. 16% VOF Reduction 306 672 978 820 LN(Y) = 0.67'LN(X)+3.31 Existing Vehicle Trips 1,605 3,528 5,133 220 Y=0.551X)+17.65 Existing Vehicle and Transit Trips 1,921 4,127 6,048 710 Y=1.121X)+78.45 Existing Vehicle and Transit Person -Trips (1.4 persons per vehicle) 2,689 5,778 8,467 PROPOSED MAXIMUM DEVELOPMENT PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTION VOLUMES PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE (') NET NEW PROJECT TRIPS Land Use ITE Edition RE RE Code Scale Units Percent In Out In MR Out Total Percent Trips In PR Out Total Percent Trips In IC Out Total Percent Trips In PB Out Total Percent Trips In Out Total 2 3 4 Shopping Center Apartment General Office Building 9 9 9 820 220 710 1878.995 4495 5300 ksf du ksf 48% 65% 17% 52% 35% 83% 2,052 1,619 1,022 2,224 871 4,992 4,276 2,490 6,014 10.0% 10.0% 10.0% 428 249 601 1,847 1,457 920 2,001 784 4,493 3,848 2,241 5,413 10.0% 10.0% 10.0% 385 224 541 1,662 1,311 828 1,801 706 4,044 3,463 2,017 4,872 23.2% 35.4% 5.1 803 714 249 1,363 791 764 1,297 512 3,859 2,660 1,303 4,623 16.7% 0.0% 0.0% 444 0 0 1,135 791 764 1,081 512 3,859 2,216 1,303 4,623 5 6 7 8 9 10 12 ITE Code Equation 820 LN(Y) = 0.67'LN(X)+3.31 220 Y=0.551X)+17.65 710 Y=1.121X)+78.45 Proposed Development 4,693 8,087 12,780 10.0% 1,278 4,224 7,278 11,502 10.0% 1,150 3,801 6,551 10,352 17.1 1,766 2,918 5,668 8,586 5.2% 444 2,690 5,452 8,142 Note: I° Pass -by capture rate calculated based on equations provided in ITE's Trip Generation Handbook, 3f° Edition. 16% VOF Reduction 431 872 1,303 Proposed Vehicle Trips 2,259 4,580 6,839 Proposed Vehicle and Multimodal Trips 2,728 5,389 8,117 Proposed Vehicle and Multimodal Person -Trips (1.4 persons per vehicle) 3,819 7,545 11,364 Net New Vehicle and Transit Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total 807 1,130 1,262 1,767 2,069 2,897 K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Calcs\Trip Gen\Office and Retail\Trip Gen PM.xlsx: PRINT -PEAK HOUR 6/11/2018,3:26 PM Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (EXISTING MAXIMUM DEVELOPMENT) ZRestaurant — GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 2,504 342 597 2,914 Retail 465 285 1,648 1,785 Cinema/Entertainment Residential 80 324 301 163 Hotel 3,049 951 2,546 4,862 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 89 96 43 144 Retail 99 85 200 174 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 2 9 150 75 Hotel 0 0 0 0 190 190 393 393 OUTPUT Total % Reduction 9.5% 10.6% Office 6.5% 5.3% Retail 24.5% 10.9% Restaurant Cinema/Entertainment Residential 2.7% 48.5% Hotel OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 2,415 246 554 2,770 Retail 366 200 1,448 1,611 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 78 315 151 88 Hotel 0 0 0 0 2,859 761 2,153 4,469 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED MAXIMUM DEVELOPMENT) ZRestaurant — GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 3,268 445 828 4,044 Retail 468 288 1,662 1,801 Cinema/Entertainment Residential 357 1,430 1,311 706 Hotel 4,093 2,163 3,801 6,551 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 113 125 64 185 Retail 139 91 299 504 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 7 43 520 194 Hotel 0 0 0 0 259 259 883 883 OUTPUT Total % Reduction 8.3% 17.1% Office 6.4% 5.1% Retail 30.4% 23.2% Restaurant Cinema/Entertainment Residential 2.8% 35.4% Hotel OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 3,155 320 764 3,859 Retail 329 197 1,363 1,297 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 350 1,387 791 512 Hotel 0 0 0 0 3,834 1,904 2,918 5,668 Appendix E Cardinal Distribution Cardinal Distribution for TAZ 403 & 404 13.0% 13% 13.7% 14% 15.7 16% Year 2040 Applied Percentages 4.7% 4% 19.7 20% 21.5% 21% 8.9% 9% Cardinal Trip Distribution Cardinal Direction 2040 2040 Rounded North -Northeast 15.7% 16% East -Northeast 4.7% 4% East -Southeast 3.1% 3% South -Southeast 8.9% 9% South -Southwest 21.5% 21% West -Southwest 19.7% 20% West -Northwest 13.7% 14% North -Northwest 13.0% 13% Total 100% 100% 3.1% 3% K:\FTL_TPTO\043908100-Magic City SAP\LUPA\Calcs\Trip Distribution\Cardinal Distrbution.xls Directional Trip Distribution Report MIAMI-DADE LONG RANGE TRANSPORTATION PLAN UPDATE TO THE YEAR 2040 Miami -Dade 2040 Directional Distribution Summary Origin TAZ Cardinal Directions Total County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WNW NNW 390 3290 PERCENT 9.3 3.4 3.9 1.3 27.7 20.5 19.6 14.3 391 3291 TRIPS 1,271 264 523 650 2,171 1,736 1,384 1,552 9,551 391 3291 PERCENT 13.3 2.8 5.5 6.8 22.7 18.2 14.5 16.3 392 3292 TRIPS 1,792 481 459 1,584 1,830 1,940 1,559 1,677 11,322 392 3292 PERCENT 15.8 4.3 4.1 14.0 16.2 17.1 13.8 14.8 393 3293 TRIPS 403 192 154 463 435 438 353 381 2,819 393 3293 PERCENT 14.3 6.8 5.5 16.4 15.4 15.5 12.5 13.5 394 3294 TRIPS 140 36 36 68 97 109 88 92 666 394 3294 PERCENT 21.0 5.4 5.4 10.2 14.6 16.4 13.2 13.8 395 3295 TRIPS 612 259 330 727 761 758 667 914 5,028 395 3295 PERCENT 12.2 5.2 6.6 14.5 15.1 15.1 13.3 18.2 396 3296 TRIPS 2,075 419 592 1,283 2,293 2,106 1,714 1,742 12,224 396 3296 PERCENT 17.0 3.4 4.8 10.5 18.8 17.2 14.0 14.3 397 3297 TRIPS 1,240 632 390 1,272 1,164 1,346 1,065 920 8,029 397 3297 PERCENT 15.4 7.9 4.9 15.8 14.5 16.8 13.3 11.5 398 3298 TRIPS 283 169 83 304 330 246 223 215 1,853 398 3298 PERCENT 15.3 9.1 4.5 16.4 17.8 13.3 12.0 11.6 399 3299 TRIPS 395 122 191 342 485 373 315 281 2,504 399 3299 PERCENT 15.8 4.9 7.6 13.7 19.4 14.9 12.6 11.2 400 3300 TRIPS 733 312 261 610 782 589 629 552 4,468 400 3300 PERCENT 16.4 7.0 5.8 13.7 17.5 13.2 14.1 12.4 401 3301 TRIPS 417 268 139 556 524 438 448 528 3,318 401 3301 PERCENT 12.6 8.1 4.2 16.8 15.8 13.2 13.5 15.9 402 3302 TRIPS 530 255 125 531 653 637 437 594 3,762 402 3302 PERCENT 14.1 6.8 3.3 14.1 17.4 16.9 11.6 15.8 403 3303 TRIPS 1,577 416 411 820 2,252 1,844 1,367 1,354 10,041 403 3303 PERCENT 15.7 4.1 4.1 8.2 22.4 18.4 13.6 13.5 404 3304 TRIPS 354 119 45 214 467 473 310 282 2,264 404 3304 PERCENT 15.6 5.3 2.0 9.5 20.6 20.9 13.7 12.5 405 3305 TRIPS 1,429 469 292 267 2,386 1,782 1,319 1,205 9,149 405 3305 PERCENT 15.6 5.1 3.2 2.9 26.1 19.5 14.4 13.2 406 3306 TRIPS 1,472 510 382 1,279 1,439 1,345 1,167 911 8,505 406 3306 PERCENT 17.3 6.0 4.5 15.0 16.9 15.8 13.7 10.7 407 3307 TRIPS 2,172 515 654 1,433 2,335 2,201 1,397 1,433 12,140 407 3307 PERCENT 17.9 4.2 5.4 11.8 19.2 18.1 11.5 11.8 408 3308 TRIPS 726 213 303 220 944 745 567 589 4,307 408 3308 PERCENT 16.9 5.0 7.0 5.1 21.9 17.3 13.2 13.7 409 3309 TRIPS 1,354 295 551 747 2,181 1,249 920 1,224 8,521 409 3309 PERCENT 15.9 3.5 6.5 8.8 25.6 14.7 10.8 14.4 410 3310 TRIPS 358 115 181 259 386 236 286 266 2,087 410 3310 PERCENT 17.2 5.5 8.7 12.4 18.5 11.3 13.7 12.8 EYES ON THE FUTURE 199 fNOT TO SCALE NW 62nd Street o 4 0% of zZ Kimley>»Horn NW 2nd Avenue NE 67th Street NE 4th Avenue J4 L eo%-t J14 (a 0%) ✓ (,2n%) 0%) 0%) a ` '4 Ooi 1 JJ h l r °ov v (40%) 1r Drivew. ay ov on%) 4—, o% Pn%. r40%o C U Leaentl — Study Roadway - Proposed Roadway Study Intersection XX% Entering Trip Distribution (XX)% Exiting Trip Distribution Biscayne Boulevard • (5 0%) e ` (0%) e e (16 0%) ( 0%) 4 (26 0%) r (0%) 4 4- (o%) 14 r (an% r 260%— r ,o0%hlr � o NE 60th Street 14 14 1 h • nv) 4- P. ) l r °"° v 28 60% % Proj Driveway 12 ov o o 20% 00 r (so( . , o% . z _ t 110% .20 r (o%) J 4 (so%) J 4 , o� (,ao%) a 4 I� zo% m o%) J 4 o� il4 �y 1 rPo%) 28 0%. r caow , ov � 1 r oov- s0%z (3 oi) , o . o os (o%)Project I Drivew y10 Project o,�Zv DrivewayWiveway` .3o%• +'%) 4.14 r,.o 11 (0%) (,90%) (40%z 01 JJ 1 t r % J 74 (,o%)on% o%J s0% (,n% 10% (2 0%n0%. 20% 80% I NE 59th Terrace o°%o J P ➢n s 20% Pro ect Driveway 8 0%) 0%) at NE 60th Street hi � o0 1 r Pn%) NE 59th Street , o%) 01 1 r (, 0%) („ o%) (8O%) • NE 62nd Street NE 61st Street Figure 5 Peak Hour Project Trip Distribution Magic City SAP Miami, Florida Appendix F Transit Route and Ridership Data Route Pat ROUTEOOUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ALOAD A LF 2 2 2 1 NORTHBOUND 625 AM Peak 26 4.8 11.90 2 2 2 1 NORTHBOUND 645 AM Peak 26 8.7 21.60 2 2 2 1 NORTHBOUND 705 AM Peak 26 4.5 11.4% 2 2 2 1 NORTHBOUND 725 AM Peak 26 2.6 6.50 2 2 2 1 NORTHBOUND 745 AM Peak 26 2.4 5.90 2 2 2 1 NORTHBOUND 805 AM Peak 26 11.6 29.10 2 2 2 1 NORTHBOUND 825 AM Peak 26 5.6 14.0% 2 2 2 1 NORTHBOUND 845 AM Peak 26 6.3 15.9% 2 2 2 1 NORTHBOUND 1505 PM Peak 26 11.2 28.00 2 2 2 1 NORTHBOUND 1525 PM Peak 26 8.3 20.9% 2 2 2 1 NORTHBOUND 1545 PM Peak 26 8.5 21.10 2 2 2 1 NORTHBOUND 1605 PM Peak 26 11.7 29.20 2 2 2 1 NORTHBOUND 1625 PM Peak 26 6.0 15.0% 2 2 2 1 NORTHBOUND 1645 PM Peak 26 7.3 18.4% 2 2 2 1 NORTHBOUND 1705 PM Peak 26 17.5 43.8% 2 2 2 1 NORTHBOUND 1725 PM Peak 26 7.0 17.48 2 2 2 1 NORTHBOUND 1745 PM Peak 26 4.6 11.48 2 2 2 0 SOUTHBOUND 612 AM Peak 19 11.0 27.60 2 2 2 0 SOUTHBOUND 621 AM Peak 19 13.3 33.30 2 2 2 0 SOUTHBOUND 631 AM Peak 19 11.6 29.0% 2 2 2 0 SOUTHBOUND 703 AM Peak 19 10.8 27.00 2 2 2 0 SOUTHBOUND 713 AM Peak 19 10.8 27.1% 2 2 2 0 SOUTHBOUND 723 AM Peak 19 12.1 30.30 2 2 2 0 SOUTHBOUND 803 AM Peak 19 10.9 27.3% 2 2 2 0 SOUTHBOUND 812 AM Peak 19 16.0 40.10 2 2 2 0 SOUTHBOUND 822 AM Peak 19 10.2 25.48 2 2 2 0 SOUTHBOUND 1521 PM Peak 19 8.2 20.5% 2 2 2 0 SOUTHBOUND 1532 PM Peak 19 12.5 31.2% 2 2 2 0 SOUTHBOUND 1541 PM Peak 19 7.0 17.5% 2 2 2 0 SOUTHBOUND 1621 PM Peak 19 11.4 28.60 2 2 2 0 SOUTHBOUND 1637 PM Peak 19 8.3 20.80 2 2 2 0 SOUTHBOUND 1643 PM Peak 19 7.9 19.7% 2 2 2 0 SOUTHBOUND 1726 PM Peak 19 6.1 15.48 2 2 2 0 SOUTHBOUND 1734 PM Peak 19 11.7 29.3% 2 2 2 0 SOUTHBOUND 1746 PM Peak 19 4.8 12.00 3 3 3 1 NORTHBOUND 616 AM Peak 44 16.4 41.00 3 3 3 1 NORTHBOUND 636 AM Peak 44 4.2 10.6% 3 3 3 1 NORTHBOUND 656 AM Peak 44 26.6 66.48 3 3 3 1 NORTHBOUND 714 AM Peak 44 32.5 81.30 3 3 3 1 NORTHBOUND 732 AM Peak 44 29.8 74.6% 3 3 3 1 NORTHBOUND 750 AM Peak 44 23.1 57.8% 3 3 3 1 NORTHBOUND 808 AM Peak 44 23.2 58.00 3 3 3 1 NORTHBOUND 826 AM Peak 44 18.6 46.48 3 3 3 1 NORTHBOUND 844 AM Peak 44 24.8 62.1% 3 3 3 1 NORTHBOUND 1502 PM Peak 44 33.2 83.10 3 3 3 1 NORTHBOUND 1520 PM Peak 44 18.2 45.49 3 3 3 1 NORTHBOUND 1538 PM Peak 44 34.7 86.80 3 3 3 1 NORTHBOUND 1556 PM Peak 44 19.4 48.4% 3 3 3 1 NORTHBOUND 1614 PM Peak 44 21.8 54.48 3 3 3 1 NORTHBOUND 1632 PM Peak 44 27.3 68.10 3 3 3 1 NORTHBOUND 1650 PM Peak 44 23.6 59.1% 3 3 3 1 NORTHBOUND 1708 PM Peak 44 23.6 59.10 3 3 3 1 NORTHBOUND 1726 PM Peak 44 28.7 71.7% 3 3 3 1 NORTHBOUND 1744 PM Peak 44 23.3 58.3% 3 3 3 0 SOUTHBOUND 607 AM Peak 37 17.3 43.3% 3 3 3 0 SOUTHBOUND 623 AM Peak 37 21.6 54.00 3 3 3 0 SOUTHBOUND 639 AM Peak 37 26.3 65.80 3 3 3 0 SOUTHBOUND 650 AM Peak 37 23.1 57.80 3 3 3 0 SOUTHBOUND 708 AM Peak 37 24.5 61.4% 3 3 3 0 SOUTHBOUND 725 AM Peak 37 21.4 53.6% 3 3 3 0 SOUTHBOUND 743 AM Peak 37 20.5 51.30 3 3 3 0 SOUTHBOUND 802 AM Peak 37 24.1 60.10 3 3 3 0 SOUTHBOUND 820 AM Peak 37 21.0 52.50 3 3 3 0 SOUTHBOUND 837 AM Peak 37 3.3 8.20 3 3 3 0 SOUTHBOUND 855 AM Peak 37 22.7 56.70 3 3 3 0 SOUTHBOUND 1512 PM Peak 37 24.0 60.00 3 3 3 0 SOUTHBOUND 1530 PM Peak 37 22.3 55.8% 3 3 3 0 SOUTHBOUND 1548 PM Peak 37 22.5 56.30 3 3 3 0 SOUTHBOUND 1606 PM Peak 37 19.2 47.90 3 3 3 0 SOUTHBOUND 1624 PM Peak 37 25.4 63.50 3 3 3 0 SOUTHBOUND 1643 PM Peak 37 21.0 52.60 3 3 3 0 SOUTHBOUND 1703 PM Peak 37 21.7 54.30 3 3 3 0 SOUTHBOUND 1721 PM Peak 37 20.1 50.30 3 3 3 0 SOUTHBOUND 1741 PM Peak 37 17.1 42.9% 9 9 9 1 NORTHBOUND 610 AM Peak 92 8.3 20.80 9 9 9 1 NORTHBOUND 630 AM Peak 92 6.9 17.30 Route Pat ROUTE2OUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ALOAD A LF 9 9 9 1 NORTHBOUND 642 AM Peak 92 14.8 37.00 9 9 9 1 NORTHBOUND 654 AM Peak 92 12.8 32.00 9 9 9 1 NORTHBOUND 708 AM Peak 92 14.8 37.1% 9 9 9 1 NORTHBOUND 720 AM Peak 92 16.9 42.10 9 9 9 1 NORTHBOUND 732 AM Peak 92 11.8 29.4% 9 9 9 1 NORTHBOUND 744 AM Peak 92 15.0 37.5% 9 9 9 1 NORTHBOUND 756 AM Peak 92 7.1 17.8% 9 9 9 1 NORTHBOUND 808 AM Peak 92 18.0 45.0% 9 9 9 1 NORTHBOUND 820 AM Peak 92 10.3 25.80 9 9 9 1 NORTHBOUND 832 AM Peak 92 10.4 25.9% 9 9 9 1 NORTHBOUND 844 AM Peak 92 18.2 45.50 9 9 9 1 NORTHBOUND 856 AM Peak 92 10.4 26.00 9 9 9 1 NORTHBOUND 1512 PM Peak 92 32.6 81.49 9 9 9 1 NORTHBOUND 1536 PM Peak 92 30.6 76.4% 9 9 9 1 NORTHBOUND 1548 PM Peak 92 16.5 41.20 9 9 9 1 NORTHBOUND 1600 PM Peak 92 20.7 51.80 9 9 9 1 NORTHBOUND 1612 PM Peak 92 23.1 57.7% 9 9 9 1 NORTHBOUND 1626 PM Peak 92 14.5 36.30 9 9 9 1 NORTHBOUND 1636 PM Peak 92 20.3 50.6% 9 9 9 1 NORTHBOUND 1648 PM Peak 92 29.0 72.6% 9 9 9 1 NORTHBOUND 1700 PM Peak 92 15.2 38.1% 9 9 9 1 NORTHBOUND 1712 PM Peak 92 20.2 50.5% 9 9 9 1 NORTHBOUND 1724 PM Peak 92 23.9 59.90 9 9 9 1 NORTHBOUND 1736 PM Peak 92 16.2 40.5% 9 9 9 1 NORTHBOUND 1748 PM Peak 92 21.1 52.9% 9 9 9 0 SOUTHBOUND 604 AM Peak 89 25.9 64.6% 9 9 9 0 SOUTHBOUND 610 AM Peak 89 13.9 34.8% 9 9 9 0 SOUTHBOUND 620 AM Peak 89 13.2 33.1% 9 9 9 0 SOUTHBOUND 626 AM Peak 89 30.8 77.1% 9 9 9 0 SOUTHBOUND 639 AM Peak 89 15.3 38.30 9 9 0 SOUTHBOUND 646 AM Peak 89 15.2 38.0% 9 9 9 0 SOUTHBOUND 703 AM Peak 89 13.8 34.4% 9 9 0 SOUTHBOUND 722 AM Peak 89 20.6 51.49 9 9 9 0 SOUTHBOUND 727 AM Peak 89 23.0 57.5% 9 9 9 0 SOUTHBOUND 739 AM Peak 89 22.5 56.1% 9 9 9 0 SOUTHBOUND 753 AM Peak 89 42.0 105.00 9 9 9 0 SOUTHBOUND 820 AM Peak 89 10.6 26.5% 9 9 9 0 SOUTHBOUND 850 AM Peak 89 12.3 30.70 9 9 9 0 SOUTHBOUND 1507 PM Peak 89 9.8 24.50 9 9 9 0 SOUTHBOUND 1508 PM Peak 89 13.6 33.9% 9 9 9 0 SOUTHBOUND 1529 PM Peak 89 20.9 52.2% 9 9 9 0 SOUTHBOUND 1532 PM Peak 89 23.0 57.5% 9 9 9 0 SOUTHBOUND 1544 PM Peak 89 14.7 36.70 9 9 9 0 SOUTHBOUND 1553 PM Peak 89 14.6 36.4% 9 9 9 0 SOUTHBOUND 1608 PM Peak 89 22.9 57.30 9 9 9 0 SOUTHBOUND 1629 PM Peak 89 21.7 54.2% 9 9 9 0 SOUTHBOUND 1641 PM Peak 89 13.5 33.80 9 9 9 0 SOUTHBOUND 1723 PM Peak 89 24.4 60.9% 10 10 10 1 NORTHBOUND 625 AM Peak 92 8.3 20.9% 10 10 10 1 NORTHBOUND 656 AM Peak 92 6.5 16.30 10 10 10 1 NORTHBOUND 728 AM Peak 92 13.1 32.70 10 10 10 1 NORTHBOUND 758 AM Peak 92 10.8 26.9% 10 10 10 1 NORTHBOUND 828 AM Peak 92 12.4 31.0% 10 10 10 1 NORTHBOUND 858 AM Peak 92 11.8 29.4% 10 10 10 1 NORTHBOUND 1529 PM Peak 92 18.0 44.9% 10 10 10 1 NORTHBOUND 1559 PM Peak 92 13.5 33.70 10 10 10 1 NORTHBOUND 1629 PM Peak 92 22.9 57.49 10 10 10 1 NORTHBOUND 1700 PM Peak 92 18.4 46.10 10 10 10 1 NORTHBOUND 1730 PM Peak 92 16.6 41.5% 10 10 10 0 SOUTHBOUND 603 AM Peak 89 24.3 60.6% 10 10 10 0 SOUTHBOUND 626 AM Peak 89 17.0 42.50 10 10 10 0 SOUTHBOUND 653 AM Peak 89 23.2 58.00 10 10 10 0 SOUTHBOUND 723 AM Peak 89 17.3 43.30 10 10 10 0 SOUTHBOUND 753 AM Peak 89 27.8 69.60 10 10 10 0 SOUTHBOUND 825 AM Peak 89 20.4 50.90 10 10 10 0 SOUTHBOUND 857 AM Peak 89 19.8 49.60 10 10 10 0 SOUTHBOUND 1524 PM Peak 89 11.7 29.4% 10 10 10 0 SOUTHBOUND 1554 PM Peak 89 14.1 35.49 10 10 10 0 SOUTHBOUND 1624 PM Peak 89 11.0 27.50 10 10 10 0 SOUTHBOUND 1657 PM Peak 89 18.0 45.00 10 10 10 0 SOUTHBOUND 1732 PM Peak 89 12.4 31.00 16 16 16 1 NORTHBOUND 613 AM Peak 44 7.5 18.8% 16 16 16 1 NORTHBOUND 637 AM Peak 44 5.1 12.80 16 16 16 1 NORTHBOUND 701 AM Peak 44 10.0 24.9% 16 16 16 1 NORTHBOUND 719 AM Peak 44 11.6 28.90 16 16 16 1 NORTHBOUND 737 AM Peak 44 17.6 44.10 Route Pat ROUTE2OUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ALOAD A LE 16 16 16 1 NORTHBOUND 755 AM Peak 44 13.5 33.8% 16 16 16 1 NORTHBOUND 813 AM Peak 44 9.4 23.6% 16 16 16 1 NORTHBOUND 831 AM Peak 44 12.1 30.30 16 16 16 1 NORTHBOUND 849 AM Peak 44 9.2 23.00 16 16 16 1 NORTHBOUND 1501 PM Peak 44 15.7 39.2% 16 16 16 1 NORTHBOUND 1531 PM Peak 44 24.0 59.9% 16 16 16 1 NORTHBOUND 1601 PM Peak 44 24.2 60.5% 16 16 16 1 NORTHBOUND 1629 PM Peak 44 11.6 28.9% 16 16 16 1 NORTHBOUND 1649 PM Peak 44 14.8 36.90 16 16 16 1 NORTHBOUND 1707 PM Peak 44 18.6 46.5% 16 16 16 1 NORTHBOUND 1725 PM Peak 44 19.2 47.9% 16 16 16 1 NORTHBOUND 1743 PM Peak 44 17.8 44.50 16 16 16 0 SOUTHBOUND 605 AM Peak 37 18.9 47.30 16 16 16 0 SOUTHBOUND 618 AM Peak 37 9.5 23.8% 16 16 16 0 SOUTHBOUND 635 AM Peak 37 16.3 40.7% 16 16 16 0 SOUTHBOUND 649 AM Peak 37 19.8 49.50 16 16 16 0 SOUTHBOUND 707 AM Peak 37 14.2 35.50 16 16 16 0 SOUTHBOUND 725 AM Peak 37 19.8 49.50 16 16 16 0 SOUTHBOUND 743 AM Peak 37 13.9 34.8% 16 16 16 0 SOUTHBOUND 801 AM Peak 37 7.0 17.5% 16 16 16 0 SOUTHBOUND 820 AM Peak 37 16.3 40.8% 16 16 16 0 SOUTHBOUND 838 AM Peak 37 9.2 23.1% 16 16 16 0 SOUTHBOUND 856 AM Peak 37 14.1 35.45 16 16 16 0 SOUTHBOUND 1524 PM Peak 37 8.9 22.2% 16 16 16 0 SOUTHBOUND 1544 PM Peak 37 9.4 23.60 16 16 16 0 SOUTHBOUND 1602 PM Peak 37 12.4 31.0% 16 16 16 0 SOUTHBOUND 1620 PM Peak 37 9.1 22.8% 16 16 16 0 SOUTHBOUND 1638 PM Peak 37 13.7 34.20 16 16 16 0 SOUTHBOUND 1656 PM Peak 37 14.0 35.1% 16 16 16 0 SOUTHBOUND 1734 PM Peak 37 14.3 35.90 16 16 16 0 SOUTHBOUND 1752 PM Peak 37 5.3 13.2% 62 62 62 0 EASTBOUND 628 AM Peak 426 9.7 24.3% 62 62 62 0 EASTBOUND 631 AM Peak 426 2.0 5.0% 62 62 62 0 EASTBOUND 631 AM Peak 426 .3 0.8% 62 62 62 0 EASTBOUND 655 AM Peak 426 .3 0.80 62 62 62 0 EASTBOUND 704 AM Peak 426 13.9 34.7% 62 62 62 0 EASTBOUND 707 AM Peak 426 .1 0.20 62 62 62 0 EASTBOUND 731 AM Peak 426 .0 0.0% 62 62 62 0 EASTBOUND 731 AM Peak 426 .0 0.00 62 62 62 0 EASTBOUND 740 AM Peak 426 .3 0.8% 62 62 62 0 EASTBOUND 743 AM Peak 426 .5 1.30 62 62 62 0 EASTBOUND 807 AM Peak 426 .0 0.00 62 62 62 0 EASTBOUND 816 AM Peak 426 4.5 11.30 62 62 62 0 EASTBOUND 819 AM Peak 426 .1 0.20 62 62 62 0 EASTBOUND 843 AM Peak 426 .0 0.0% 62 62 62 0 EASTBOUND 843 AM Peak 426 .5 1.30 62 62 62 0 EASTBOUND 852 AM Peak 426 2.4 5.9% 62 62 62 0 EASTBOUND 855 AM Peak 426 .0 0.00 62 62 62 0 EASTBOUND 855 AM Peak 426 .8 2.00 62 62 62 0 EASTBOUND 1520 PM Peak 426 .6 1.50 62 62 62 0 EASTBOUND 1528 PM Peak 426 7.5 18.80 62 62 62 0 EASTBOUND 1532 PM Peak 426 6.2 15.5% 62 62 62 0 EASTBOUND 1555 PM Peak 426 2.0 5.00 62 62 62 0 EASTBOUND 1555 PM Peak 426 .1 0.30 62 62 62 0 EASTBOUND 1603 PM Peak 426 1.8 4.50 62 62 62 0 EASTBOUND 1607 PM Peak 426 4.6 11.50 62 62 62 0 EASTBOUND 1631 PM Peak 426 .1 0.30 62 62 62 0 EASTBOUND 1639 PM Peak 426 6.4 15.90 62 62 62 0 EASTBOUND 1643 PM Peak 426 5.9 14.7% 62 62 62 0 EASTBOUND 1707 PM Peak 426 1.3 3.3% 62 62 62 0 EASTBOUND 1715 PM Peak 426 5.8 14.60 62 62 62 0 EASTBOUND 1719 PM Peak 426 7.0 17.45 62 62 62 0 EASTBOUND 1743 PM Peak 426 .3 0.70 62 62 62 0 EASTBOUND 1751 PM Peak 426 .9 1.00 62 62 62 0 EASTBOUND 1755 PM Peak 426 .7 1.80 62 62 62 1 WESTBOUND 609 AM Peak 7637 .1 0.30 62 62 62 1 WESTBOUND 627 AM Peak 7637 2.6 6.4% 62 62 62 1 WESTBOUND 628 AM Peak 7637 11.9 29.70 62 62 62 1 WESTBOUND 658 AM Peak 7637 5.3 13.30 62 62 62 1 WESTBOUND 703 AM Peak 7637 3.5 8.80 62 62 62 1 WESTBOUND 727 AM Peak 7637 3.7 9.20 62 62 62 1 WESTBOUND 739 AM Peak 7637 18.6 46.50 62 62 62 1 WESTBOUND 739 AM Peak 7637 2.5 6.30 62 62 62 1 WESTBOUND 803 AM Peak 7637 3.3 8.1% 62 62 62 1 WESTBOUND 810 AM Peak 7637 5.5 13.80 62 62 62 1 WESTBOUND 815 AM Peak 7637 3.2 7.90 Route Pat ROUTEOOUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ALOAD A LF 62 62 62 1 WESTBOUND 839 AM Peak 7637 3.6 8.9% 62 62 62 1 WESTBOUND 851 AM Peak 7637 4.8 11.9% 62 62 62 1 WESTBOUND 1503 PM Peak 7637 14.3 35.7% 62 62 62 1 WESTBOUND 1521 PM Peak 7637 5.5 13.80 62 62 62 1 WESTBOUND 1539 PM Peak 7637 2.6 6.50 62 62 62 1 WESTBOUND 1551 PM Peak 7637 5.4 13.6% 62 62 62 1 WESTBOUND 1603 PM Peak 7637 3.3 8.2% 62 62 62 1 WESTBOUND 1615 PM Peak 7637 3.1 7.6% 62 62 62 1 WESTBOUND 1620 PM Peak 7637 7.0 17.60 62 62 62 1 WESTBOUND 1627 PM Peak 7637 4.2 10.6% 62 62 62 1 WESTBOUND 1651 PM Peak 7637 11.6 29.00 62 62 62 1 WESTBOUND 1656 PM Peak 7637 8.3 20.70 62 62 62 1 WESTBOUND 1703 PM Peak 7637 4.5 11.20 62 62 62 1 WESTBOUND 1727 PM Peak 7637 1.8 4.5% 62 62 62 1 WESTBOUND 1732 PM Peak 7637 7.9 19.60 62 62 62 1 WESTBOUND 1739 PM Peak 7637 5.0 12.60 93 93 93 1 NORTHBOUND 603 AM Peak 44 31.1 77.80 93 93 93 1 NORTHBOUND 621 AM Peak 44 20.1 50.49 93 93 93 1 NORTHBOUND 639 AM Peak 44 23.1 57.8% 93 93 93 1 NORTHBOUND 657 AM Peak 44 25.3 63.3% 93 93 93 1 NORTHBOUND 715 AM Peak 44 22.9 57.3% 93 93 93 1 NORTHBOUND 733 AM Peak 44 13.0 32.45 93 93 93 1 NORTHBOUND 751 AM Peak 44 21.2 52.90 93 93 93 1 NORTHBOUND 809 AM Peak 44 38.9 97.2% 93 93 93 1 NORTHBOUND 827 AM Peak 44 16.7 41.70 93 93 93 1 NORTHBOUND 845 AM Peak 44 21.8 54.49 93 93 93 1 NORTHBOUND 1502 PM Peak 44 23.8 59.5% 93 93 93 1 NORTHBOUND 1520 PM Peak 44 22.2 55.6% 93 93 93 1 NORTHBOUND 1538 PM Peak 44 25.5 63.8% 93 93 93 1 NORTHBOUND 1558 PM Peak 44 13.7 34.30 93 93 93 1 NORTHBOUND 1617 PM Peak 44 26.0 65.1% 93 93 93 1 NORTHBOUND 1636 PM Peak 44 29.0 72.4% 93 93 93 1 NORTHBOUND 1654 PM Peak 44 20.7 51.6% 93 93 93 1 NORTHBOUND 1712 PM Peak 44 17.1 42.7% 93 93 93 1 NORTHBOUND 1730 PM Peak 44 25.5 63.8% 93 93 93 1 NORTHBOUND 1748 PM Peak 44 13.4 33.6% 93 93 93 0 SOUTHBOUND 602 AM Peak 37 26.9 67.20 93 93 93 0 SOUTHBOUND 620 AM Peak 37 11.5 28.70 93 93 93 0 SOUTHBOUND 635 AM Peak 37 13.7 34.20 93 93 93 0 SOUTHBOUND 649 AM Peak 37 20.9 52.2% 93 93 93 0 SOUTHBOUND 707 AM Peak 37 33.2 83.10 93 93 93 0 SOUTHBOUND 725 AM Peak 37 24.4 61.10 93 93 93 0 SOUTHBOUND 743 AM Peak 37 31.3 78.20 93 93 93 0 SOUTHBOUND 800 AM Peak 37 15.1 37.80 93 93 93 0 SOUTHBOUND 818 AM Peak 37 25.4 63.5% 93 93 93 0 SOUTHBOUND 836 AM Peak 37 16.0 40.00 93 93 93 0 SOUTHBOUND 854 AM Peak 37 15.7 39.2% 93 93 93 0 SOUTHBOUND 1510 PM Peak 37 26.3 65.80 93 93 93 0 SOUTHBOUND 1529 PM Peak 37 24.3 60.80 93 93 93 0 SOUTHBOUND 1546 PM Peak 37 21.2 52.90 93 93 93 0 SOUTHBOUND 1604 PM Peak 37 20.7 51.80 93 93 93 0 SOUTHBOUND 1622 PM Peak 37 27.1 67.8% 93 93 93 0 SOUTHBOUND 1640 PM Peak 37 18.1 45.20 93 93 93 0 SOUTHBOUND 1658 PM Peak 37 25.5 63.80 93 93 93 0 SOUTHBOUND 1716 PM Peak 37 20.5 51.20 93 93 93 0 SOUTHBOUND 1735 PM Peak 37 18.2 45.50 93 93 93 0 SOUTHBOUND 1754 PM Peak 37 25.9 64.70 202 202 202 1 NORTHBOUND 830 AM Peak 1229 4.0 10.00 202 202 202 1 NORTHBOUND 1540 PM Peak 1229 2.4 6.10 202 202 202 1 NORTHBOUND 1645 PM Peak 1229 1.4 3.6% 202 202 202 1 NORTHBOUND 1746 PM Peak 1229 2.0 5.10 Route Pat ROUTEOOUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ALOAD A LF 2 2 2 1 NORTHBOUND 625 AM Peak 26 4.8 11.90 2 2 2 1 NORTHBOUND 645 AM Peak 26 8.7 21.60 2 2 2 1 NORTHBOUND 705 AM Peak 26 4.5 11.4% 2 2 2 1 NORTHBOUND 725 AM Peak 26 2.6 6.50 2 2 2 1 NORTHBOUND 745 AM Peak 26 2.4 5.90 2 2 2 1 NORTHBOUND 805 AM Peak 26 11.6 29.10 2 2 2 1 NORTHBOUND 825 AM Peak 26 5.6 14.0% 2 2 2 1 NORTHBOUND 845 AM Peak 26 6.3 15.9% 2 2 2 1 NORTHBOUND 1505 PM Peak 26 11.2 28.00 2 2 2 1 NORTHBOUND 1525 PM Peak 26 8.3 20.9% 2 2 2 1 NORTHBOUND 1545 PM Peak 26 8.5 21.10 2 2 2 1 NORTHBOUND 1605 PM Peak 26 11.7 29.20 2 2 2 1 NORTHBOUND 1625 PM Peak 26 6.0 15.0% 2 2 2 1 NORTHBOUND 1645 PM Peak 26 7.3 18.4% 2 2 2 1 NORTHBOUND 1705 PM Peak 26 17.5 43.8% 2 2 2 1 NORTHBOUND 1725 PM Peak 26 7.0 17.48 2 2 2 1 NORTHBOUND 1745 PM Peak 26 4.6 11.48 2 2 2 0 SOUTHBOUND 612 AM Peak 19 11.0 27.60 2 2 2 0 SOUTHBOUND 621 AM Peak 19 13.3 33.30 2 2 2 0 SOUTHBOUND 631 AM Peak 19 11.6 29.0% 2 2 2 0 SOUTHBOUND 703 AM Peak 19 10.8 27.00 2 2 2 0 SOUTHBOUND 713 AM Peak 19 10.8 27.1% 2 2 2 0 SOUTHBOUND 723 AM Peak 19 12.1 30.30 2 2 2 0 SOUTHBOUND 803 AM Peak 19 10.9 27.3% 2 2 2 0 SOUTHBOUND 812 AM Peak 19 16.0 40.10 2 2 2 0 SOUTHBOUND 822 AM Peak 19 10.2 25.48 2 2 2 0 SOUTHBOUND 1521 PM Peak 19 8.2 20.5% 2 2 2 0 SOUTHBOUND 1532 PM Peak 19 12.5 31.2% 2 2 2 0 SOUTHBOUND 1541 PM Peak 19 7.0 17.5% 2 2 2 0 SOUTHBOUND 1621 PM Peak 19 11.4 28.60 2 2 2 0 SOUTHBOUND 1637 PM Peak 19 8.3 20.80 2 2 2 0 SOUTHBOUND 1643 PM Peak 19 7.9 19.7% 2 2 2 0 SOUTHBOUND 1726 PM Peak 19 6.1 15.48 2 2 2 0 SOUTHBOUND 1734 PM Peak 19 11.7 29.3% 2 2 2 0 SOUTHBOUND 1746 PM Peak 19 4.8 12.00 3 3 3 1 NORTHBOUND 616 AM Peak 44 16.4 41.00 3 3 3 1 NORTHBOUND 636 AM Peak 44 4.2 10.6% 3 3 3 1 NORTHBOUND 656 AM Peak 44 26.6 66.48 3 3 3 1 NORTHBOUND 714 AM Peak 44 32.5 81.30 3 3 3 1 NORTHBOUND 732 AM Peak 44 29.8 74.6% 3 3 3 1 NORTHBOUND 750 AM Peak 44 23.1 57.8% 3 3 3 1 NORTHBOUND 808 AM Peak 44 23.2 58.00 3 3 3 1 NORTHBOUND 826 AM Peak 44 18.6 46.48 3 3 3 1 NORTHBOUND 844 AM Peak 44 24.8 62.1% 3 3 3 1 NORTHBOUND 1502 PM Peak 44 33.2 83.10 3 3 3 1 NORTHBOUND 1520 PM Peak 44 18.2 45.49 3 3 3 1 NORTHBOUND 1538 PM Peak 44 34.7 86.80 3 3 3 1 NORTHBOUND 1556 PM Peak 44 19.4 48.4% 3 3 3 1 NORTHBOUND 1614 PM Peak 44 21.8 54.48 3 3 3 1 NORTHBOUND 1632 PM Peak 44 27.3 68.10 3 3 3 1 NORTHBOUND 1650 PM Peak 44 23.6 59.1% 3 3 3 1 NORTHBOUND 1708 PM Peak 44 23.6 59.10 3 3 3 1 NORTHBOUND 1726 PM Peak 44 28.7 71.7% 3 3 3 1 NORTHBOUND 1744 PM Peak 44 23.3 58.3% 3 3 3 0 SOUTHBOUND 607 AM Peak 37 17.3 43.3% 3 3 3 0 SOUTHBOUND 623 AM Peak 37 21.6 54.00 3 3 3 0 SOUTHBOUND 639 AM Peak 37 26.3 65.80 3 3 3 0 SOUTHBOUND 650 AM Peak 37 23.1 57.80 3 3 3 0 SOUTHBOUND 708 AM Peak 37 24.5 61.4% 3 3 3 0 SOUTHBOUND 725 AM Peak 37 21.4 53.6% 3 3 3 0 SOUTHBOUND 743 AM Peak 37 20.5 51.30 3 3 3 0 SOUTHBOUND 802 AM Peak 37 24.1 60.10 3 3 3 0 SOUTHBOUND 820 AM Peak 37 21.0 52.50 3 3 3 0 SOUTHBOUND 837 AM Peak 37 3.3 8.20 3 3 3 0 SOUTHBOUND 855 AM Peak 37 22.7 56.70 3 3 3 0 SOUTHBOUND 1512 PM Peak 37 24.0 60.00 3 3 3 0 SOUTHBOUND 1530 PM Peak 37 22.3 55.8% 3 3 3 0 SOUTHBOUND 1548 PM Peak 37 22.5 56.30 3 3 3 0 SOUTHBOUND 1606 PM Peak 37 19.2 47.90 3 3 3 0 SOUTHBOUND 1624 PM Peak 37 25.4 63.50 3 3 3 0 SOUTHBOUND 1643 PM Peak 37 21.0 52.60 3 3 3 0 SOUTHBOUND 1703 PM Peak 37 21.7 54.30 3 3 3 0 SOUTHBOUND 1721 PM Peak 37 20.1 50.30 3 3 3 0 SOUTHBOUND 1741 PM Peak 37 17.1 42.9% 9 9 9 1 NORTHBOUND 610 AM Peak 92 8.3 20.80 9 9 9 1 NORTHBOUND 630 AM Peak 92 6.9 17.30 Route Pat ROUTE2OUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ALOAD A LF 9 9 9 1 NORTHBOUND 642 AM Peak 92 14.8 37.00 9 9 9 1 NORTHBOUND 654 AM Peak 92 12.8 32.00 9 9 9 1 NORTHBOUND 708 AM Peak 92 14.8 37.1% 9 9 9 1 NORTHBOUND 720 AM Peak 92 16.9 42.10 9 9 9 1 NORTHBOUND 732 AM Peak 92 11.8 29.4% 9 9 9 1 NORTHBOUND 744 AM Peak 92 15.0 37.5% 9 9 9 1 NORTHBOUND 756 AM Peak 92 7.1 17.8% 9 9 9 1 NORTHBOUND 808 AM Peak 92 18.0 45.0% 9 9 9 1 NORTHBOUND 820 AM Peak 92 10.3 25.80 9 9 9 1 NORTHBOUND 832 AM Peak 92 10.4 25.9% 9 9 9 1 NORTHBOUND 844 AM Peak 92 18.2 45.50 9 9 9 1 NORTHBOUND 856 AM Peak 92 10.4 26.00 9 9 9 1 NORTHBOUND 1512 PM Peak 92 32.6 81.49 9 9 9 1 NORTHBOUND 1536 PM Peak 92 30.6 76.4% 9 9 9 1 NORTHBOUND 1548 PM Peak 92 16.5 41.20 9 9 9 1 NORTHBOUND 1600 PM Peak 92 20.7 51.80 9 9 9 1 NORTHBOUND 1612 PM Peak 92 23.1 57.7% 9 9 9 1 NORTHBOUND 1626 PM Peak 92 14.5 36.30 9 9 9 1 NORTHBOUND 1636 PM Peak 92 20.3 50.6% 9 9 9 1 NORTHBOUND 1648 PM Peak 92 29.0 72.6% 9 9 9 1 NORTHBOUND 1700 PM Peak 92 15.2 38.1% 9 9 9 1 NORTHBOUND 1712 PM Peak 92 20.2 50.5% 9 9 9 1 NORTHBOUND 1724 PM Peak 92 23.9 59.90 9 9 9 1 NORTHBOUND 1736 PM Peak 92 16.2 40.5% 9 9 9 1 NORTHBOUND 1748 PM Peak 92 21.1 52.9% 9 9 9 0 SOUTHBOUND 604 AM Peak 89 25.9 64.6% 9 9 9 0 SOUTHBOUND 610 AM Peak 89 13.9 34.8% 9 9 9 0 SOUTHBOUND 620 AM Peak 89 13.2 33.1% 9 9 9 0 SOUTHBOUND 626 AM Peak 89 30.8 77.1% 9 9 9 0 SOUTHBOUND 639 AM Peak 89 15.3 38.30 9 9 0 SOUTHBOUND 646 AM Peak 89 15.2 38.0% 9 9 9 0 SOUTHBOUND 703 AM Peak 89 13.8 34.4% 9 9 0 SOUTHBOUND 722 AM Peak 89 20.6 51.49 9 9 9 0 SOUTHBOUND 727 AM Peak 89 23.0 57.5% 9 9 9 0 SOUTHBOUND 739 AM Peak 89 22.5 56.1% 9 9 9 0 SOUTHBOUND 753 AM Peak 89 42.0 105.00 9 9 9 0 SOUTHBOUND 820 AM Peak 89 10.6 26.5% 9 9 9 0 SOUTHBOUND 850 AM Peak 89 12.3 30.70 9 9 9 0 SOUTHBOUND 1507 PM Peak 89 9.8 24.50 9 9 9 0 SOUTHBOUND 1508 PM Peak 89 13.6 33.9% 9 9 9 0 SOUTHBOUND 1529 PM Peak 89 20.9 52.2% 9 9 9 0 SOUTHBOUND 1532 PM Peak 89 23.0 57.5% 9 9 9 0 SOUTHBOUND 1544 PM Peak 89 14.7 36.70 9 9 9 0 SOUTHBOUND 1553 PM Peak 89 14.6 36.4% 9 9 9 0 SOUTHBOUND 1608 PM Peak 89 22.9 57.30 9 9 9 0 SOUTHBOUND 1629 PM Peak 89 21.7 54.2% 9 9 9 0 SOUTHBOUND 1641 PM Peak 89 13.5 33.80 9 9 9 0 SOUTHBOUND 1723 PM Peak 89 24.4 60.9% 10 10 10 1 NORTHBOUND 625 AM Peak 92 8.3 20.9% 10 10 10 1 NORTHBOUND 656 AM Peak 92 6.5 16.30 10 10 10 1 NORTHBOUND 728 AM Peak 92 13.1 32.70 10 10 10 1 NORTHBOUND 758 AM Peak 92 10.8 26.9% 10 10 10 1 NORTHBOUND 828 AM Peak 92 12.4 31.0% 10 10 10 1 NORTHBOUND 858 AM Peak 92 11.8 29.4% 10 10 10 1 NORTHBOUND 1529 PM Peak 92 18.0 44.9% 10 10 10 1 NORTHBOUND 1559 PM Peak 92 13.5 33.70 10 10 10 1 NORTHBOUND 1629 PM Peak 92 22.9 57.49 10 10 10 1 NORTHBOUND 1700 PM Peak 92 18.4 46.10 10 10 10 1 NORTHBOUND 1730 PM Peak 92 16.6 41.5% 10 10 10 0 SOUTHBOUND 603 AM Peak 89 24.3 60.6% 10 10 10 0 SOUTHBOUND 626 AM Peak 89 17.0 42.50 10 10 10 0 SOUTHBOUND 653 AM Peak 89 23.2 58.00 10 10 10 0 SOUTHBOUND 723 AM Peak 89 17.3 43.30 10 10 10 0 SOUTHBOUND 753 AM Peak 89 27.8 69.60 10 10 10 0 SOUTHBOUND 825 AM Peak 89 20.4 50.90 10 10 10 0 SOUTHBOUND 857 AM Peak 89 19.8 49.60 10 10 10 0 SOUTHBOUND 1524 PM Peak 89 11.7 29.4% 10 10 10 0 SOUTHBOUND 1554 PM Peak 89 14.1 35.49 10 10 10 0 SOUTHBOUND 1624 PM Peak 89 11.0 27.50 10 10 10 0 SOUTHBOUND 1657 PM Peak 89 18.0 45.00 10 10 10 0 SOUTHBOUND 1732 PM Peak 89 12.4 31.00 16 16 16 1 NORTHBOUND 613 AM Peak 44 7.5 18.8% 16 16 16 1 NORTHBOUND 637 AM Peak 44 5.1 12.80 16 16 16 1 NORTHBOUND 701 AM Peak 44 10.0 24.9% 16 16 16 1 NORTHBOUND 719 AM Peak 44 11.6 28.90 16 16 16 1 NORTHBOUND 737 AM Peak 44 17.6 44.10 Route Pat ROUTE2OUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ALOAD A LE 16 16 16 1 NORTHBOUND 755 AM Peak 44 13.5 33.8% 16 16 16 1 NORTHBOUND 813 AM Peak 44 9.4 23.6% 16 16 16 1 NORTHBOUND 831 AM Peak 44 12.1 30.30 16 16 16 1 NORTHBOUND 849 AM Peak 44 9.2 23.00 16 16 16 1 NORTHBOUND 1501 PM Peak 44 15.7 39.2% 16 16 16 1 NORTHBOUND 1531 PM Peak 44 24.0 59.9% 16 16 16 1 NORTHBOUND 1601 PM Peak 44 24.2 60.5% 16 16 16 1 NORTHBOUND 1629 PM Peak 44 11.6 28.9% 16 16 16 1 NORTHBOUND 1649 PM Peak 44 14.8 36.90 16 16 16 1 NORTHBOUND 1707 PM Peak 44 18.6 46.5% 16 16 16 1 NORTHBOUND 1725 PM Peak 44 19.2 47.9% 16 16 16 1 NORTHBOUND 1743 PM Peak 44 17.8 44.50 16 16 16 0 SOUTHBOUND 605 AM Peak 37 18.9 47.30 16 16 16 0 SOUTHBOUND 618 AM Peak 37 9.5 23.8% 16 16 16 0 SOUTHBOUND 635 AM Peak 37 16.3 40.7% 16 16 16 0 SOUTHBOUND 649 AM Peak 37 19.8 49.50 16 16 16 0 SOUTHBOUND 707 AM Peak 37 14.2 35.50 16 16 16 0 SOUTHBOUND 725 AM Peak 37 19.8 49.50 16 16 16 0 SOUTHBOUND 743 AM Peak 37 13.9 34.8% 16 16 16 0 SOUTHBOUND 801 AM Peak 37 7.0 17.5% 16 16 16 0 SOUTHBOUND 820 AM Peak 37 16.3 40.8% 16 16 16 0 SOUTHBOUND 838 AM Peak 37 9.2 23.1% 16 16 16 0 SOUTHBOUND 856 AM Peak 37 14.1 35.45 16 16 16 0 SOUTHBOUND 1524 PM Peak 37 8.9 22.2% 16 16 16 0 SOUTHBOUND 1544 PM Peak 37 9.4 23.60 16 16 16 0 SOUTHBOUND 1602 PM Peak 37 12.4 31.0% 16 16 16 0 SOUTHBOUND 1620 PM Peak 37 9.1 22.8% 16 16 16 0 SOUTHBOUND 1638 PM Peak 37 13.7 34.20 16 16 16 0 SOUTHBOUND 1656 PM Peak 37 14.0 35.1% 16 16 16 0 SOUTHBOUND 1734 PM Peak 37 14.3 35.90 16 16 16 0 SOUTHBOUND 1752 PM Peak 37 5.3 13.2% 62 62 62 0 EASTBOUND 628 AM Peak 426 9.7 24.3% 62 62 62 0 EASTBOUND 631 AM Peak 426 2.0 5.0% 62 62 62 0 EASTBOUND 631 AM Peak 426 .3 0.8% 62 62 62 0 EASTBOUND 655 AM Peak 426 .3 0.80 62 62 62 0 EASTBOUND 704 AM Peak 426 13.9 34.7% 62 62 62 0 EASTBOUND 707 AM Peak 426 .1 0.20 62 62 62 0 EASTBOUND 731 AM Peak 426 .0 0.0% 62 62 62 0 EASTBOUND 731 AM Peak 426 .0 0.00 62 62 62 0 EASTBOUND 740 AM Peak 426 .3 0.8% 62 62 62 0 EASTBOUND 743 AM Peak 426 .5 1.30 62 62 62 0 EASTBOUND 807 AM Peak 426 .0 0.00 62 62 62 0 EASTBOUND 816 AM Peak 426 4.5 11.30 62 62 62 0 EASTBOUND 819 AM Peak 426 .1 0.20 62 62 62 0 EASTBOUND 843 AM Peak 426 .0 0.0% 62 62 62 0 EASTBOUND 843 AM Peak 426 .5 1.30 62 62 62 0 EASTBOUND 852 AM Peak 426 2.4 5.9% 62 62 62 0 EASTBOUND 855 AM Peak 426 .0 0.00 62 62 62 0 EASTBOUND 855 AM Peak 426 .8 2.00 62 62 62 0 EASTBOUND 1520 PM Peak 426 .6 1.50 62 62 62 0 EASTBOUND 1528 PM Peak 426 7.5 18.80 62 62 62 0 EASTBOUND 1532 PM Peak 426 6.2 15.5% 62 62 62 0 EASTBOUND 1555 PM Peak 426 2.0 5.00 62 62 62 0 EASTBOUND 1555 PM Peak 426 .1 0.30 62 62 62 0 EASTBOUND 1603 PM Peak 426 1.8 4.50 62 62 62 0 EASTBOUND 1607 PM Peak 426 4.6 11.50 62 62 62 0 EASTBOUND 1631 PM Peak 426 .1 0.30 62 62 62 0 EASTBOUND 1639 PM Peak 426 6.4 15.90 62 62 62 0 EASTBOUND 1643 PM Peak 426 5.9 14.7% 62 62 62 0 EASTBOUND 1707 PM Peak 426 1.3 3.3% 62 62 62 0 EASTBOUND 1715 PM Peak 426 5.8 14.60 62 62 62 0 EASTBOUND 1719 PM Peak 426 7.0 17.45 62 62 62 0 EASTBOUND 1743 PM Peak 426 .3 0.70 62 62 62 0 EASTBOUND 1751 PM Peak 426 .9 1.00 62 62 62 0 EASTBOUND 1755 PM Peak 426 .7 1.80 62 62 62 1 WESTBOUND 609 AM Peak 7637 .1 0.30 62 62 62 1 WESTBOUND 627 AM Peak 7637 2.6 6.4% 62 62 62 1 WESTBOUND 628 AM Peak 7637 11.9 29.70 62 62 62 1 WESTBOUND 658 AM Peak 7637 5.3 13.30 62 62 62 1 WESTBOUND 703 AM Peak 7637 3.5 8.80 62 62 62 1 WESTBOUND 727 AM Peak 7637 3.7 9.20 62 62 62 1 WESTBOUND 739 AM Peak 7637 18.6 46.50 62 62 62 1 WESTBOUND 739 AM Peak 7637 2.5 6.30 62 62 62 1 WESTBOUND 803 AM Peak 7637 3.3 8.1% 62 62 62 1 WESTBOUND 810 AM Peak 7637 5.5 13.80 62 62 62 1 WESTBOUND 815 AM Peak 7637 3.2 7.90 Route Pat ROUTEOOUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD AQSTOP ALOAD A LF 62 62 62 1 WESTBOUND 839 AM Peak 7637 3.6 8.9% 62 62 62 1 WESTBOUND 851 AM Peak 7637 4.8 11.9% 62 62 62 1 WESTBOUND 1503 PM Peak 7637 14.3 35.7% 62 62 62 1 WESTBOUND 1521 PM Peak 7637 5.5 13.80 62 62 62 1 WESTBOUND 1539 PM Peak 7637 2.6 6.50 62 62 62 1 WESTBOUND 1551 PM Peak 7637 5.4 13.6% 62 62 62 1 WESTBOUND 1603 PM Peak 7637 3.3 8.2% 62 62 62 1 WESTBOUND 1615 PM Peak 7637 3.1 7.6% 62 62 62 1 WESTBOUND 1620 PM Peak 7637 7.0 17.60 62 62 62 1 WESTBOUND 1627 PM Peak 7637 4.2 10.6% 62 62 62 1 WESTBOUND 1651 PM Peak 7637 11.6 29.00 62 62 62 1 WESTBOUND 1656 PM Peak 7637 8.3 20.70 62 62 62 1 WESTBOUND 1703 PM Peak 7637 4.5 11.20 62 62 62 1 WESTBOUND 1727 PM Peak 7637 1.8 4.5% 62 62 62 1 WESTBOUND 1732 PM Peak 7637 7.9 19.60 62 62 62 1 WESTBOUND 1739 PM Peak 7637 5.0 12.60 93 93 93 1 NORTHBOUND 603 AM Peak 44 31.1 77.80 93 93 93 1 NORTHBOUND 621 AM Peak 44 20.1 50.49 93 93 93 1 NORTHBOUND 639 AM Peak 44 23.1 57.8% 93 93 93 1 NORTHBOUND 657 AM Peak 44 25.3 63.3% 93 93 93 1 NORTHBOUND 715 AM Peak 44 22.9 57.3% 93 93 93 1 NORTHBOUND 733 AM Peak 44 13.0 32.45 93 93 93 1 NORTHBOUND 751 AM Peak 44 21.2 52.90 93 93 93 1 NORTHBOUND 809 AM Peak 44 38.9 97.2% 93 93 93 1 NORTHBOUND 827 AM Peak 44 16.7 41.70 93 93 93 1 NORTHBOUND 845 AM Peak 44 21.8 54.49 93 93 93 1 NORTHBOUND 1502 PM Peak 44 23.8 59.5% 93 93 93 1 NORTHBOUND 1520 PM Peak 44 22.2 55.6% 93 93 93 1 NORTHBOUND 1538 PM Peak 44 25.5 63.8% 93 93 93 1 NORTHBOUND 1558 PM Peak 44 13.7 34.30 93 93 93 1 NORTHBOUND 1617 PM Peak 44 26.0 65.1% 93 93 93 1 NORTHBOUND 1636 PM Peak 44 29.0 72.4% 93 93 93 1 NORTHBOUND 1654 PM Peak 44 20.7 51.6% 93 93 93 1 NORTHBOUND 1712 PM Peak 44 17.1 42.7% 93 93 93 1 NORTHBOUND 1730 PM Peak 44 25.5 63.8% 93 93 93 1 NORTHBOUND 1748 PM Peak 44 13.4 33.6% 93 93 93 0 SOUTHBOUND 602 AM Peak 37 26.9 67.20 93 93 93 0 SOUTHBOUND 620 AM Peak 37 11.5 28.70 93 93 93 0 SOUTHBOUND 635 AM Peak 37 13.7 34.20 93 93 93 0 SOUTHBOUND 649 AM Peak 37 20.9 52.2% 93 93 93 0 SOUTHBOUND 707 AM Peak 37 33.2 83.10 93 93 93 0 SOUTHBOUND 725 AM Peak 37 24.4 61.10 93 93 93 0 SOUTHBOUND 743 AM Peak 37 31.3 78.20 93 93 93 0 SOUTHBOUND 800 AM Peak 37 15.1 37.80 93 93 93 0 SOUTHBOUND 818 AM Peak 37 25.4 63.5% 93 93 93 0 SOUTHBOUND 836 AM Peak 37 16.0 40.00 93 93 93 0 SOUTHBOUND 854 AM Peak 37 15.7 39.2% 93 93 93 0 SOUTHBOUND 1510 PM Peak 37 26.3 65.80 93 93 93 0 SOUTHBOUND 1529 PM Peak 37 24.3 60.80 93 93 93 0 SOUTHBOUND 1546 PM Peak 37 21.2 52.90 93 93 93 0 SOUTHBOUND 1604 PM Peak 37 20.7 51.80 93 93 93 0 SOUTHBOUND 1622 PM Peak 37 27.1 67.8% 93 93 93 0 SOUTHBOUND 1640 PM Peak 37 18.1 45.20 93 93 93 0 SOUTHBOUND 1658 PM Peak 37 25.5 63.80 93 93 93 0 SOUTHBOUND 1716 PM Peak 37 20.5 51.20 93 93 93 0 SOUTHBOUND 1735 PM Peak 37 18.2 45.50 93 93 93 0 SOUTHBOUND 1754 PM Peak 37 25.9 64.70 202 202 202 1 NORTHBOUND 830 AM Peak 1229 4.0 10.00 202 202 202 1 NORTHBOUND 1540 PM Peak 1229 2.4 6.10 202 202 202 1 NORTHBOUND 1645 PM Peak 1229 1.4 3.6% 202 202 202 1 NORTHBOUND 1746 PM Peak 1229 2.0 5.10 NE 167 St GOLDEN GLADES NORTH MIAMI PEAK ONLY (see schedule) 1 SW/NW2Ave 4NW3St Z GVT CTR SW 2 St DOWNTOWN a) Q CV z HORACE MANN MIDDLE SCHOOL a) E c Z 163 St 95 St 91 St NW 79 St a) CV Z MIAMI SHORES short turn LITTLE HAITI QWYNWOOD co z 20St [iji 14St E a,) Zr CV Q 167 ST TERMINAL (weekdays only) WWW.miamidade.gov/transit Q 311 (305.468.5900) TDD: 305.468.5402 0 MiamiDadeTransit © @IRideMDT O @IRideMDT cein MDT TRACKER / MDT TRANSIT WATCH DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS 4 NORTH 06/2016 MIAMI.I COUNTY 10/21/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule 0 (https://facebook.com/GoMiamiDade/ io (https://twittercom/gomiamidade ) Ihttas://www.instapram.com/pomiamic 1 miamidade. ov/is' 2 (Northbound) WEEKDAY SW1St&1 NW2AVE& NW2AVE& NE84ST&2 NW2AVE& NMIAMIAVE&NE NE167ST&N NEI5AVE& Ave 35 ST 79 ST AVE 91 ST 119 ST MIAMI AVE 165 ST 05:30AM 05:46AM 05:57AM 06:02AM 05:55AM 06:08A1V1 06:19AM 06:28AM 06:39AM 06:48AM 06:25AM 06:41AM 06:52AM 06:57AM 06:45AM 06:58AM 07:13AM 07:24AM 07:36AM 07:45AM 07:05AM 07:24AM 07:39AM 07:44AM 07:25AM 07:44AM 07:59AM 08:04AM 07:45AM 08:04A1V1 08:19AM 08:24AM 08:05AM 08:24AM 08:39AM 08:45AM 08:54AM 09:06AM 09:15AM 08:25AM 08:44AM 08:59AM 09:04AM 08:45AM 09:04A1V1 09:18AM 09:23AM 09:05AM 09:24AM 09:38AM 09:48AM 10:OOAM 10:09AM 09:25AM 09:44AM 09:58AM 10:03AM 09:45AM 10:04AM 10:18AM 10:23AM 10:05AM 10:24AM 10:38AM 10:48AM 11:OOAM 11:09AM 10:25AM 10:44AM 10:58AM 11:03AM 10:45AM 11:04AM 11:18AM 11:23AM 11:05AM 11:24AM 11:38AM 11:48AM 12:OOPM 12:09PM 11:25AM 11:44AM 11:58AM 12:03PM 11:45AM 12:04PM 12:18PM 12:23PM 12:05PM 12:24PM 12:38PM 12:48PM 01:OOPM 01:10PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=2&rtName=2 1/2 10/21/2017 12:20PM 12:39PM 12:53PM 12:58PM 12:40PM 12:59PM 01:13PM 01:18PM 01:OOPM 01:21 PM 01:35PM 01:20PM 01:41PM 01:55PM 02:00PM 01:40PM 02:01 PM 02:15PM 02:20PM 02:OOPM 02:21 PM 02:35PM 02:20PM 02:41PM 02:55PM 03:01PM 02:40PM 03:01 PM 03:17PM 03:23PM 03:00PM 03:21PM 03:37PM 03:20PM 03:41 PM 03:57PM 04:03PM 03:40PM 04:01 PM 04:17PM 04:23PM 04:OOPM 04:21PM 04:37PM 04:25PM 04:46PM 05:02PM 05:O8PM 04:45PM 05:06PM 05:21PM 05:27PM 05:05PM 05:26PM 05:41 PM 05:25PM 05:46PM 06:01 PM 06:07PM 05:45PM 06:06PM 06:21PM 06:27PM 06:10PM 06:31 PM 06:46PM 06:30PM 06:51 PM 07:06PM 07:11 PM 06:50PM 07:11 PM 07:24PM 07:29PM 07:10PM 07:27PM 07:40PM 07:35PM 07:52PM 08:05PM 08:10PM 08:05PM 08:22PM 08:35PM 08:35PM 08:52PM 09:05PM 09:10PM 09:05PM 09:20PM 09:31 PM 09:36PM 09:40PM 09:55PM 10:06PM 10:11PM 10:15PM 10:30PM 10:41PM 10:46PM 11:10PM 11:25PM 11:36PM 11:41 PM Back to previous nape (iavascriot: historv.ao(--1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM MIAMlFd4DE COUNTY Routes Schedule - Miami -Dade County 01:46PM 02:46PM 03:50PM 04:50PM 05:53PM 06:58PM 07:51 PM 08:46PM 01:58PM 02:O8PM 02:58PM 03:O8PM 04:02PM 04:12PM 05:03PM 05:14PM 06:06PM 06:17PM 07:11 PM 07:20PM 08:03PM 08:12PM 08:58PM 09:07PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=2&rtName=2 2/2 10/22/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 2 (Southbound) WEEKDAY 0 (https://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 NE 15 AVE & N MIAMI AVE & NW N MIAMI AVE & NW NW 2 AVE & NE 84 ST & 2 NW 2 AVE & NW 2 AVE & SW 1 St & 1 165 ST 167 ST 119 ST 91 ST AVE 79 ST 35 ST Ave 05:23AM 06:16AM 07:09AM 08:O8AM 09:31AM 10:32AM 05:31AM 05:41AM 06:24AM 06:34AM 07:20AM 07:32AM 08:19AM 08:31 AM 09:42AM 09:54AM 10:43AM 10:55AM 04:56AM 05:01 AM 05:13AM 05:28AM 05:21AM 05:26AM 05:38AM 05:53AM 05:52AM 06:04AM 06:23AM 06:07AM 06:12AM 06:24AM 06:43AM 06:45AM 07:OOAM 07:23AM 06:23AM 06:28AM 06:40AM 07:03AM 06:58AM 07:05AM 07:20AM 07:43AM 07:45AM 08:00AM 08:23AM 07:18AM 07:25AM 07:40AM 08:03AM 07:58AM 08:05AM 08:20AM 08:43AM 08:44AM 08:59AM 09:23AM 08:17AM 08:24AM 08:39AM 09:03AM 08:59AM 09:06AM 09:19AM 09:43AM 09:19AM 09:26AM 09:39AM 10:03AM 10:06AM 10:19AM 10:43AM 09:39AM 09:46AM 09:59AM 10:23AM 10:19AM 10:26AM 10:39AM 11:03AM 11:07AM 11:19AM 11:43AM 10:39AM 10:46AM 10:59AM 11:23AM 11:20AM 11:27AM 11:39AM 12:03PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=2&rtName=2 1 /2 10/22/2017 Routes Schedule - Miami -Dade County 11:29AM 11:39AM 11:50AM 12:02PM 12:14PM 12:38PM 11:35AM 11:42AM 11:54AM 12:18PM 12:15PM 12:22PM 12:34PM 12:58PM 12:27PM 12:37PM 12:48PM 01:OOPM 01:14PM 01:38PM 12:35PM 12:42PM 12:54PM 01:18PM 01:13PM 01:20PM 01:34PM 01:58PM 01:27PM 01:37PM 01:48PM 02:OOPM 02:14PM 02:38PM 01:33PM 01:40PM 01:54PM 02:18PM 02:13PM 02:20PM 02:34PM 02:58PM 02:26PM 02:36PM 02:47PM 02:59PM 03:14PM 03:38PM 02:33PM 02:40PM 02:54PM 03:18PM 03:12PM 03:19PM 03:34PM 03:58PM 03:29PM 03:40PM 03:51PM 03:57PM 04:04PM 04:19PM 04:43PM 03:37PM 03:44PM 03:59PM 04:23PM 04:17PM 04:24PM 04:39PM 05:03PM 04:32PM 04:43PM 04:54PM 05:OOPM 05:06PM 05:19PM 05:43PM 04:37PM 04:44PM 04:59PM 05:23PM 05:24PM 05:31PM 05:44PM 06:O8PM 05:34PM 05:48PM 05:59PM 06:11 PM 06:24PM 06:48PM 05:44PM 05:51PM 06:04PM 06:28PM 06:24PM 06:31 PM 06:44PM 07:08PM 06:24PM 06:38PM 06:49PM 07:01PM 07:13PM 07:33PM 07:26PM 07:31 PM 07:43PM 08:03PM 07:31 PM 07:41 PM 07:51 PM 08:01 PM 08:13PM 08:33PM 08:26PM 08:31PM 08:43PM 09:03PM 09:08PM 09:13PM 09:22PM 09:38PM 09:22PM 09:29PM 09:39PM 09:48PM 09:57PM 10:13PM 10:28PM 10:33PM 10:42PM 10:58PM Back to previous page (iavascript: historv.00(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M1AMFQADE COUNTY http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=2&rtName=2 2/2 Aventura Blvd / NE 199 St NORTH MIAMI BEACH CU 167 St r 163ST MALL MIAMI SHORES UPPER EAST SIDE GVT CTR ratil Aor DOWNTOWN BUS TERMINAL U 5 NE3Sti � > N NW/NE 1 St Q Jw Flagler St z SW/SE 1 St Biscayne Blvd 171 / 172 St 163 St I C.)V) CO THE BUS TERMINAL AT AVENTURA MALL ARSHT CTR &OMNI BUS TERMINAL 17 Ter figt5 0 CO NORTH BOUND T / 14 St I 1� 13 St J ♦ SOUTH BOUND WWW.miamidade.gov/transit Q 311 (305.468.5900) TDD: 305.468.5402 0 MiamiDadeTransit © @IRideMDT O @IRideMDT cein MDT TRACKER / MDT TRANSIT WATCH DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS NORDSTROM 4 NORTH 06/2016 M IAM I•Dt= COUNTY 10/22/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 0 (https://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 3 (Northbound) WEEKDAY DOWNTOWN OMNI TERMINAL / BISCAYNE BISCAYNE BISCAYNE NE 163 ST NE 167 Bus Terminal METROBUS ARSHT BLVD & NE 36 BLVD & NE 79 BLVD & NE & NE 23 ST & 15 at Aventura TERMINAL METROMOVER ST ST 123 ST AV AVE Mall 05:15AM 05:24AM 05:30AM 05:39AM 05:49AM 05:58AM 06:O8AM 06:25AM 05:35AM 05:44AM 05:50AM 05:59AM 06:11AM 06:21AM 06:31AM 06:48AM 05:55AM 06:06AM 06:14AM 06:24AM 06:36AM 06:46AM 06:56AM 07:16AM 06:15AM 06:26AM 06:34AM 06:44AM 06:56AM 07:08AM 07:20AM 07:40AM 06:35AM 06:46AM 06:54AM 07:05AM 07:18AM 07:30AM 07:42AM 08:04AM 06:55AM 07:08AM 07:16AM 07:27AM 07:40AM 07:52AM 08:04AM 08:26AM 07:14AM 07:27AM 07:35AM 07:46AM 07:59AM 08:11AM 08:23AM 08:45AM 07:32AM 07:45AM 07:53AM 08:05AM 08:19AM 08:31 AM 08:43AM 09:05AM 07:50AM 08:03AM 08:12AM 08:24AM 08:38AM 08:50AM 09:02AM 09:23AM 08:08AM 08:21 AM 08:30AM 08:42AM 08:56AM 09:09AM 09:21 AM 09:42AM 08:26AM 08:39AM 08:48AM 09:OOAM 09:14AM 09:27AM 09:39AM 10:OOAM 08:44AM 08:57AM 09:06AM 09:18AM 09:32AM 09:45AM 09:57AM 10:18AM 09:02AM 09:15AM 09:23AM 09:35AM 09:49AM 10:02AM 10:14AM 10:35AM 09:20AM 09:33AM 09:41AM 09:53AM 10:07AM 10:20AM 10:32AM 10:53AM 09:38AM 09:51 AM 09:59AM 10:11 AM 10:25AM 10:38AM 10:50AM 11:11 AM 09:56AM 10:10AM 10:18AM 10:30AM 10:44AM 10:57AM 11:09AM 11:30AM 10:14AM 10:28AM 10:36AM 10:48AM 11:02AM 11:16AM 11:28AM 11:49AM 10:32AM 10:46AM 10:54AM 11:06AM 11:20AM 11:34AM 11:46AM 12:O8PM 10:50AM 11:04AM 11:12AM 11:24AM 11:38AM 11:52AM 12:04PM 12:26PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=3&rtName=3 1 /3 10/22/2017 Routes Schedule - Miami -Dade County 11:O8AM 11:22AM 11:30AM 11:42AM 11:56AM 12:11 PM 12:23PM 12:45PM 11:26AM 11:40AM 11:48AM 12:OOPM 12:14PM 12:29PM 12:41 PM 01:03PM 11:44AM 11:58AM 12:07PM 12:19PM 12:33PM 12:48PM 01:00PM 01:22PM 12:02PM 12:16PM 12:25PM 12:37PM 12:51 PM 01:06PM 01:18PM 01:40PM 12:20PM 12:34PM 12:43PM 12:55PM 01:10PM 01:25PM 01:37PM 01:59PM 12:38PM 12:52PM 01:01 PM 01:13PM 01:28PM 01:43PM 01:55PM 02:18PM 12:56PM 01:10PM 01:19PM 01:31 PM 01:46PM 02:01 PM 02:14PM 02:37PM 01:14PM 01:28PM 01:37PM 01:49PM 02:04PM 02:19PM 02:32PM 02:55PM 01:32PM 01:46PM 01:55PM 02:07PM 02:22PM 02:37PM 02:50PM 03:13PM 01:50PM 02:04PM 02:14PM 02:26PM 02:41PM 02:56PM 03:09PM 03:32PM 02:08PM 02:22PM 02:32PM 02:44PM 02:59PM 03:14PM 03:27PM 03:50PM 02:26PM 02:40PM 02:50PM 03:03PM 03:18PM 03:32PM 03:45PM 04:09PM 02:44PM 02:58PM 03:10PM 03:23PM 03:38PM 03:52PM 04:05PM 04:29PM 03:02PM 03:16PM 03:28PM 03:41 PM 03:56PM 04:10PM 04:23PM 04:47PM 03:20PM 03:34PM 03:46PM 03:59PM 04:14PM 04:28PM 04:41PM 05:05PM 03:38PM 03:52PM 04:04PM 04:18PM 04:33PM 04:47PM 05:OOPM 05:24PM 03:56PM 04:11PM 04:23PM 04:37PM 04:52PM 05:06PM 05:19PM 05:43PM 04:14PM 04:29PM 04:41PM 04:55PM 05:10PM 05:24PM 05:37PM 06:01PM 04:32PM 04:47PM 04:59PM 05:13PM 05:28PM 05:42PM 05:55PM 06:19PM 04:50PM 05:05PM 05:17PM 05:31PM 05:46PM 06:OOPM 06:13PM 06:36PM 05:08PM 05:23PM 05:35PM 05:49PM 06:04PM 06:17PM 06:30PM 06:53PM 05:26PM 05:41PM 05:53PM 06:07PM 06:22PM 06:35PM 06:48PM 07:11PM 05:44PM 05:59PM 06:11 PM 06:24PM 06:39PM 06:52PM 07:05PM 07:23PM 06:02PM 06:16PM 06:27PM 06:40PM 06:55PM 07:O8PM 07:19PM 07:37PM 06:20PM 06:34PM 06:45PM 06:58PM 07:13PM 07:23PM 07:34PM 07:52PM 06:38PM 06:52PM 07:03PM 07:15PM 07:27PM 07:37PM 07:48PM 08:06PM 06:56PM 07:10PM 07:18PM 07:30PM 07:42PM 07:52PM 08:03PM 08:21PM 07:14PM 07:27PM 07:35PM 07:47PM 07:59PM 08:09PM 08:19PM 08:37PM 07:32PM 07:45PM 07:53PM 08:05PM 08:17PM 08:27PM 08:37PM 08:55PM 07:55PM 08:08PM 08:16PM 08:26PM 08:38PM 08:48PM 08:58PM 09:16PM 08:25PM 08:38PM 08:46PM 08:56PM 09:O8PM 09:18PM 09:28PM 09:46PM 08:55PM 09:08PM 09:16PM 09:26PM 09:38PM 09:48PM 09:58PM 10:16PM 09:25PM 09:38PM 09:46PM 09:56PM 10:O8PM 10:18PM 10:28PM 10:46PM 09:55PM 10:08PM 10:16PM 10:26PM 10:38PM 10:48PM 10:58PM 11:16PM 10:30PM 10:43PM 10:51PM 11:01 PM 11:11PM 11:20PM 11:27PM 11:43PM 11:10PM 11:21 PM 11:28PM 11:38PM 11:48PM 11:57PM 12:04AM 12:20AM 11:40PM 11:51PM 11:58PM 12:08AM 12:18AM 12:27AM 12:34AM 12:50AM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=3&rtName=3 2/3 10/22/2017 Routes Schedule - Miami -Dade County 12:15AM 12:26AM 12:33AM 12:43AM 12:53AM 01:02AM 01:09AM 01:25AM 12:40AM 12:51 AM 12:58AM 01:O8AM 01:18AM 01:27AM 01:34AM 01:50AM 01:10AM 01:21AM 01:28AM 01:38AM 01:48AM 01:57AM 02:04AM 02:20AM 02:10AM 02:21 AM 02:28AM 02:38AM 02:48AM 02:57AM 03:04AM 03:17AM 03:10AM 03:19AM 03:25AM 03:34AM 03:44AM 03:53AM 04:00AM 04:13AM 04:10AM 04:19AM 04:25AM 04:34AM 04:44AM 04:53AM 05:OOAM 05:13AM Back to previous page (lavascript.: historv.qo(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM MIAM1�QADE COUNTY http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=3&rtName=3 3/3 10/22/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 3 (Southbound) WEEKDAY 0 (https://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 METROBUS BU Bus Terminal NE 15 BISCAYNE BISCAYNE BISCAYNE BISCAYNE OMNI TERMINAL / DOWNTOWN at Aventura AVE & BLVD & NE BLVD & NE BLVD & NE BLVD & NE ARSHT METROBUS Mall 165 ST 163 ST 123 ST 79 ST 36 ST METROMOVER TERMINAL 04:25AM 04:39AM 04:45AM 04:52AM 05:03AM 05:11 AM 05:16AM 05:24AM 04:57AM 05:11AM 05:17AM 05:24AM 05:35AM 05:43AM 05:48AM 05:56AM 05:13AM 05:27AM 05:33AM 05:40AM 05:51 AM 06:03AM 06:10AM 06:21 AM 05:33AM 05:47AM 05:53AM 06:02AM 06:15AM 06:27AM 06:34AM 06:45AM 05:48AM 06:04AM 06:11 AM 06:20AM 06:33AM 06:45AM 06:52AM 07:04AM 06:03AM 06:19AM 06:26AM 06:35AM 06:48AM 07:01 AM 07:10AM 07:22AM 06:18AM 06:34AM 06:41AM 06:50AM 07:06AM 07:19AM 07:28AM 07:40AM 06:35AM 06:51 AM 06:58AM 07:O8AM 07:24AM 07:37AM 07:46AM 07:58AM 06:48AM 07:07AM 07:16AM 07:26AM 07:42AM 07:55AM 08:04AM 08:16AM 07:04AM 07:23AM 07:32AM 07:42AM 07:58AM 08:13AM 08:22AM 08:34AM 07:21 AM 07:40AM 07:49AM 08:OOAM 08:16AM 08:31 AM 08:40AM 08:52AM 07:38AM 07:57AM 08:07AM 08:18AM 08:34AM 08:49AM 08:58AM 09:10AM 07:55AM 08:15AM 08:25AM 08:36AM 08:52AM 09:07AM 09:16AM 09:28AM 08:14AM 08:34AM 08:44AM 08:55AM 09:11AM 09:25AM 09:34AM 09:46AM 08:31 AM 08:51 AM 09:02AM 09:13AM 09:29AM 09:43AM 09:52AM 10:04AM 08:49AM 09:09AM 09:20AM 09:31 AM 09:47AM 10:01 AM 10:10AM 10:22AM 09:08AM 09:28AM 09:39AM 09:50AM 10:06AM 10:19AM 10:28AM 10:40AM 09:26AM 09:46AM 09:57AM 10:O8AM 10:24AM 10:37AM 10:46AM 10:58AM 09:44AM 10:04AM 10:15AM 10:26AM 10:42AM 10:55AM 11:04AM 11:16AM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=3&rtName=3 1/3 10/22/2017 Routes Schedule - Miami -Dade County 10:02AM 10:22AM 10:33AM 10:44AM 11:00AM 11:13AM 11:22AM 11:34AM 10:19AM 10:39AM 10:50AM 11:02AM 11:18AM 11:31 AM 11:40AM 11:52AM 10:37AM 10:57AM 11:O8AM 11:20AM 11:36AM 11:49AM 11:58AM 12:10PM 10:55AM 11:15AM 11:26AM 11:38AM 11:54AM 12:07PM 12:16PM 12:28PM 11:13AM 11:33AM 11:44AM 11:56AM 12:12PM 12:25PM 12:34PM 12:46PM 11:31AM 11:51AM 12:02PM 12:14PM 12:30PM 12:43PM 12:52PM 01:04PM 11:50AM 12:10PM 12:20PM 12:32PM 12:48PM 01:01 PM 01:10PM 01:22PM 12:08PM 12:28PM 12:38PM 12:50PM 01:06PM 01:19PM 01:28PM 01:40PM 12:26PM 12:46PM 12:56PM 01:O8PM 01:24PM 01:37PM 01:46PM 01:58PM 12:44PM 01:04PM 01:14PM 01:26PM 01:42PM 01:55PM 02:04PM 02:16PM 01:02PM 01:22PM 01:32PM 01:44PM 02:OOPM 02:13PM 02:22PM 02:34PM 01:19PM 01:39PM 01:49PM 02:02PM 02:18PM 02:31 PM 02:40PM 02:52PM 01:37PM 01:57PM 02:07PM 02:20PM 02:36PM 02:49PM 02:58PM 03:10PM 01:54PM 02:15PM 02:25PM 02:38PM 02:54PM 03:07PM 03:16PM 03:28PM 02:12PM 02:33PM 02:43PM 02:56PM 03:12PM 03:25PM 03:34PM 03:46PM 02:30PM 02:51 PM 03:01 PM 03:14PM 03:29PM 03:42PM 03:51 PM 04:04PM 02:46PM 03:09PM 03:19PM 03:32PM 03:47PM 04:OOPM 04:09PM 04:22PM 03:05PM 03:28PM 03:38PM 03:51PM 04:06PM 04:18PM 04:27PM 04:40PM 03:23PM 03:46PM 03:56PM 04:09PM 04:24PM 04:36PM 04:45PM 04:58PM 03:41PM 04:05PM 04:15PM 04:27PM 04:42PM 04:54PM 05:03PM 05:16PM 03:59PM 04:23PM 04:33PM 04:45PM 05:OOPM 05:12PM 05:21 PM 05:34PM 04:17PM 04:41PM 04:51PM 05:03PM 05:18PM 05:30PM 05:39PM 05:52PM 04:35PM 04:59PM 05:09PM 05:21 PM 05:36PM 05:48PM 05:57PM 06:10PM 04:54PM 05:18PM 05:28PM 05:40PM 05:55PM 06:07PM 06:16PM 06:28PM 05:12PM 05:36PM 05:46PM 05:58PM 06:13PM 06:25PM 06:34PM 06:46PM 05:31 PM 05:55PM 06:05PM 06:16PM 06:31 PM 06:43PM 06:52PM 07:04PM 05:51PM 06:15PM 06:25PM 06:36PM 06:51PM 07:03PM 07:11PM 07:22PM 06:14PM 06:35PM 06:45PM 06:56PM 07:11 PM 07:21 PM 07:29PM 07:40PM 06:34PM 06:55PM 07:05PM 07:15PM 07:29PM 07:39PM 07:47PM 07:58PM 06:57PM 07:18PM 07:26PM 07:36PM 07:50PM 08:OOPM 08:07PM 08:17PM 07:27PM 07:48PM 07:56PM 08:06PM 08:19PM 08:28PM 08:35PM 08:45PM 08:OOPM 08:19PM 08:27PM 08:36PM 08:49PM 08:58PM 09:05PM 09:15PM 08:30PM 08:49PM 08:57PM 09:06PM 09:19PM 09:28PM 09:35PM 09:45PM 09:03PM 09:22PM 09:30PM 09:39PM 09:52PM 10:01 PM 10:O8PM 10:18PM 09:40PM 09:59PM 10:07PM 10:16PM 10:29PM 10:38PM 10:45PM 10:55PM 10:14PM 10:33PM 10:41 PM 10:50PM 11:03PM 11:11 PM 11:17PM 11:25PM 10:49PM 11:08PM 11:14PM 11:22PM 11:33PM 11:41PM 11:47PM 11:55PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=3&rtName=3 2/3 10/22/2017 Routes Schedule - Miami -Dade County 11:23PM 11:38PM 11:44PM 11:52PM 12:03AM 12:11AM 12:17AM 12:25AM 11:53PM 12:08AM 12:14AM 12:22AM 12:33AM 12:41 AM 12:47AM 12:55AM 12:23AM 12:38AM 12:44AM 12:52AM 01:03AM 01:11AM 01:17AM 01:25AM 12:53AM 01:08AM 01:14AM 01:22AM 01:33AM 01:41 AM 01:47AM 01:55AM 01:53AM 02:08AM 02:14AM 02:22AM 02:33AM 02:41AM 02:47AM 02:55AM 02:55AM 03:10AM 03:16AM 03:23AM 03:34AM 03:42AM 03:47AM 03:55AM 03:56AM 04:10AM 04:16AM 04:23AM 04:34AM 04:42AM 04:47AM 04:55AM Back to previous page Qavascriot: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM MIAM! AADE11 COUNTY http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=3&rtName=3 3/3 Route 9 - - - BEFORE 6 A.M. Miami Gardens Dr short turn NORTH MIAMI MIAMI SHORES LITTLE HAITI DOWNTOWN hie Q NW/NE 1 St 1 z z cc) SW/SE 1 St GOVERNMENT CENTER Q Q ✓ CV w z ,J w a) X_ a 206 St a AVENTURA m Q m Ives Dairy Rd / co ▪ t l�I w • 203 St .` z i / / �► 202 St 11 • stI • ���g��Jd >, P`'�' _ °) LAKE CV CITIBANKK X Q`a l� � AVENTURA MALL Q GARAGE THE BUS TERMINAL AT AVENTURA MALL 4 0 0 0 0 Board at Bay 09 167 ST TERMINAL 167 St r a) O NORTHBOUND SOUTHBOUND 167 St L163 ST MALL i 163 St Ln (-SHORT TURN 167St a) LC) • 163 St 0 NORTH 03/2016 10/11/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 9 (Southbound) WEEKDAY 0 (httas://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 METROBUS BU Bus Terminal at Aventura NE 167 ST & 15 NE 6 AVE & 124 NE 2 AVE & 79 NE 2 AVE & 37 NW 1 AV & FLAGLER Mall AVE ST ST ST ST 04:42AM 04:58AM 05:09AM 05:18AM 05:33AM 05:14AM 05:30AM 05:41 AM 05:50AM 06:O8AM 05:23AM 05:42AM 05:58AM 06:11AM 06:22AM 06:40AM 05:32AM 05:48AM 05:59AM 06:10AM 06:28AM 05:39AM 05:58AM 06:18AM 06:31AM 06:42AM 07:06AM 05:50AM 06:10AM 06:23AM 06:34AM 06:52AM 06:03AM 06:28AM 06:48AM 07:04AM 07:17AM 07:42AM 06:10AM 06:30AM 06:43AM 06:54AM 07:18AM 06:20AM 06:40AM 06:53AM 07:06AM 07:30AM 06:25AM 06:50AM 07:12AM 07:28AM 07:41AM 08:06AM 06:39AM 07:01 AM 07:17AM 07:30AM 07:54AM 06:45AM 07:14AM 07:36AM 07:52AM 08:05AM 08:30AM 07:03AM 07:25AM 07:41AM 07:54AM 08:18AM 07:21 AM 07:50AM 08:12AM 08:28AM 08:41 AM 09:06AM 07:27AM 07:49AM 08:05AM 08:18AM 08:42AM 07:39AM 08:01 AM 08:17AM 08:30AM 08:54AM 07:52AM 08:21AM 08:43AM 08:59AM 09:13AM 09:35AM 08:18AM 08:47AM 09:13AM 09:29AM 09:43AM 10:05AM 08:48AM 09:17AM 09:43AM 09:59AM 10:13AM 10:35AM 09:OOAM 09:25AM 09:41AM 09:54AM 10:16AM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=9&rtName=9 1/3 10/11/2017 Routes Schedule - Miami -Dade County 09:18AM 09:47AM 10:13AM 10:29AM 10:43AM 11:05AM 09:48AM 10:17AM 10:43AM 10:59AM 11:13AM 11:35AM 10:18AM 10:47AM 11:13AM 11:29AM 11:43AM 12:05PM 10:48AM 11:17AM 11:43AM 11:59AM 12:13PM 12:35PM 11:18AM 11:47AM 12:13PM 12:29PM 12:43PM 01:05PM 11:48AM 12:17PM 12:43PM 01:OOPM 01:13PM 01:35PM 12:17PM 12:46PM 01:13PM 01:30PM 01:43PM 02:05PM 12:44PM 01:16PM 01:43PM 02:OOPM 02:13PM 02:35PM 01:05PM 01:37PM 02:04PM 02:21 PM 02:34PM 02:56PM 01:16PM 01:48PM 02:15PM 02:32PM 02:45PM 03:10PM 01:40PM 02:12PM 02:39PM 02:56PM 03:09PM 03:34PM 02:03PM 02:29PM 02:46PM 02:59PM 03:22PM 02:17PM 02:49PM 03:17PM 03:33PM 03:45PM 04:10PM 02:27PM 02:53PM 03:10PM 03:23PM 03:46PM 02:38PM 03:13PM 03:41PM 03:57PM 04:09PM 04:34PM 02:39PM 03:05PM 03:22PM 03:35PM 03:58PM 03:02PM 03:37PM 04:05PM 04:21PM 04:33PM 04:58PM 03:07PM 03:31PM 03:48PM 04:01PM 04:24PM 03:26PM 04:01 PM 04:29PM 04:45PM 04:57PM 05:22PM 03:29PM 03:53PM 04:10PM 04:23PM 04:46PM 03:38PM 04:13PM 04:41 PM 04:57PM 05:09PM 05:34PM 03:53PM 04:17PM 04:34PM 04:47PM 05:10PM 04:03PM 04:38PM 05:06PM 05:21 PM 05:33PM 05:58PM 04:23PM 04:58PM 05:26PM 05:41 PM 05:53PM 06:18PM 04:29PM 04:53PM 05:10PM 05:23PM 05:46PM 04:48PM 05:24PM 05:52PM 06:07PM 06:18PM 06:38PM 05:15PM 05:51PM 06:19PM 06:33PM 06:44PM 07:04PM 05:51 PM 06:27PM 06:49PM 07:03PM 07:14PM 07:34PM 06:27PM 06:57PM 07:19PM 07:33PM 07:44PM 08:04PM 06:57PM 07:27PM 07:49PM 08:03PM 08:14PM 08:34PM 07:27PM 07:57PM 08:19PM 08:33PM 08:44PM 09:04PM 08:01PM 08:31PM 08:53PM 09:07PM 09:16PM 09:33PM 09:23PM 09:46PM 10:04PM 10:15PM 10:24PM 10:41 PM 10:07PM 10:30PM 10:48PM 10:59PM 11:O8PM 11:25PM Back to previous page Qavascriot: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=9&rtName=9 2/3 10/11/2017 Routes Schedule - Miami -Dade County MIAMF�i4DH COUNTY http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=9&rtName=9 3/3 10/11/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 9 (Northbound) WEEKDAY NW 1 AV & FLAGLER NE2AVE&37 NE2AVE&79 NE6AVE&125 NE167ST&15 ST ST ST ST AVE 0 (httas://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 Bus Terminal at Aventura Mall 04:58AM 05:11 AM 05:21 AM 05:32AM 05:48AM 06:16AM 05:35AM 05:48AM 05:58AM 06:12AM 06:31 AM 06:59AM 05:48AM 06:02AM 06:14AM 06:28AM 06:47AM 07:19AM 06:10AM 06:24AM 06:36AM 06:50AM 07:13AM 07:45AM 06:30AM 06:44AM 06:56AM 07:12AM 07:35AM 08:07AM 06:42AM 06:56AM 07:09AM 07:26AM 07:50AM 06:54AM 07:10AM 07:23AM 07:39AM 08:02AM 08:34AM 07:08AM 07:24AM 07:37AM 07:54AM 08:18AM 07:20AM 07:36AM 07:49AM 08:05AM 08:28AM 09:01 AM 07:32AM 07:48AM 08:01AM 08:18AM 08:42AM 07:44AM 08:OOAM 08:13AM 08:29AM 08:52AM 09:25AM 07:56AM 08:12AM 08:25AM 08:42AM 09:06AM 08:08AM 08:24AM 08:37AM 08:53AM 09:17AM 09:50AM 08:20AM 08:36AM 08:49AM 09:05AM 09:29AM 10:02AM 08:32AM 08:48AM 09:01AM 09:17AM 09:41AM 08:44AM 09:02AM 09:16AM 09:32AM 09:56AM 10:29AM 08:56AM 09:13AM 09:26AM 09:42AM 10:06AM 09:08AM 09:26AM 09:40AM 09:56AM 10:20AM 10:53AM 09:37AM 09:55AM 10:09AM 10:25AM 10:49AM 11:22AM 10:07AM 10:25AM 10:39AM 10:55AM 11:19AM 11:52AM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=9&rtName=9 1 /3 10/11/2017 Routes Schedule - Miami -Dade County 10:37AM 10:55AM 11:09AM 11:25AM 11:49AM 12:22PM 11:07AM 11:25AM 11:39AM 11:55AM 12:19PM 12:52PM 11:37AM 11:55AM 12:09PM 12:25PM 12:49PM 01:22PM 12:07PM 12:25PM 12:39PM 12:55PM 01:21 PM 01:54PM 12:37PM 12:55PM 01:09PM 01:27PM 01:53PM 02:26PM 01:07PM 01:27PM 01:41 PM 01:59PM 02:25PM 02:58PM 01:15PM 01:32PM 01:46PM 02:06PM 02:30PM 01:37PM 01:57PM 02:11PM 02:29PM 02:55PM 03:28PM 01:50PM 02:07PM 02:21 PM 02:41 PM 03:06PM 02:07PM 02:27PM 02:41PM 02:59PM 03:25PM 03:58PM 02:20PM 02:37PM 02:51 PM 03:11 PM 03:36PM 02:37PM 02:57PM 03:11 PM 03:29PM 03:54PM 04:27PM 02:50PM 03:09PM 03:23PM 03:43PM 04:08PM 02:58PM 03:20PM 03:34PM 03:52PM 04:17PM 04:50PM 03:12PM 03:34PM 03:48PM 04:06PM 04:31PM 05:04PM 03:24PM 03:43PM 03:57PM 04:17PM 04:42PM 03:36PM 03:58PM 04:12PM 04:30PM 04:55PM 05:28PM 03:48PM 04:07PM 04:21PM 04:41PM 05:07PM 04:OOPM 04:22PM 04:36PM 04:54PM 05:19PM 05:52PM 04:12PM 04:31PM 04:45PM 05:05PM 05:31PM 04:26PM 04:48PM 05:02PM 05:20PM 05:45PM 06:18PM 04:36PM 04:55PM 05:09PM 05:28PM 05:54PM 04:48PM 05:11 PM 05:25PM 05:43PM 06:08PM 06:38PM 05:OOPM 05:20PM 05:34PM 05:53PM 06:19PM 05:12PM 05:35PM 05:49PM 06:07PM 06:28PM 06:58PM 05:24PM 05:44PM 05:58PM 06:17PM 06:39PM 05:36PM 05:59PM 06:13PM 06:28PM 06:49PM 07:19PM 05:48PM 06:08PM 06:21 PM 06:36PM 06:58PM 06:OOPM 06:17PM 06:29PM 06:44PM 07:05PM 07:35PM 06:20PM 06:37PM 06:50PM 07:05PM 07:27PM 06:40PM 06:57PM 07:09PM 07:24PM 07:45PM 08:15PM 07:06PM 07:23PM 07:36PM 07:51PM 08:13PM 07:36PM 07:53PM 08:05PM 08:20PM 08:41 PM 09:11 PM 08:06PM 08:23PM 08:36PM 08:51 PM 09:13PM 08:36PM 08:53PM 09:05PM 09:16PM 09:34PM 09:58PM 09:06PM 09:18PM 09:28PM 09:40PM 09:57PM 09:35PM 09:47PM 09:57PM 10:09PM 10:26PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=9&rtName=9 2/3 10/11/2017 Routes Schedule - Miami -Dade County 10:43PM 10:55PM 11:05PM 11:17PM 11:34PM 11:27PM 11:39PM 11:49PM 12:01AM 12:18AM Back to previous page (iavascript: historv.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M IAM IDADE 1s sue! Ji http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=9&rtName=9 3/3 Miami Gardens Dr. a) Route 10 •E czL a) ID W z Metrobus Terminal 167 St _} imom Home Depot NORTH } MIAMI BEACH NORTH MIAMI a) NE 125 St — WaI-Mart NE 119 St MIAMI SHORES EL PORTAL WYNWOOD LITTLE HAITI a) W z MIAMI a) N W z NE 17 St The Mall at 163rd Street F NE 163 St NORTH MAP NOT TO SCALE 11/2014 NE 15 St Adrienne Arsht Center NE 14 St Metromover Station p & Omni Metrobus Terminal a) 0 CD 10/11/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 0 (httas://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 10 (Southbound) WEEKDAY NE19AV&NE NEI5AVE&165 NEI2AVE&135 NE125ST&6 NE2AVE&79 NE2AVE&37 NE15ST& 185 ST ST ST AVE ST ST BISCAYNE BD 04:51 AM 04:56AM 05:06AM 05:11 AM 05:24AM 05:33AM 05:41 AM 05:28AM 05:33AM 05:43AM 05:48AM 06:03AM 06:14AM 06:23AM 06:06AM 06:12AM 06:23AM 06:29AM 06:44AM 06:55AM 07:07AM 06:29AM 06:35AM 06:46AM 06:52AM 07:12AM 07:25AM 07:37AM 06:55AM 07:02AM 07:14AM 07:22AM 07:42AM 07:55AM 08:07AM 07:25AM 07:32AM 07:44AM 07:52AM 08:12AM 08:25AM 08:37AM 07:55AM 08:02AM 08:14AM 08:22AM 08:42AM 08:55AM 09:07AM 08:28AM 08:35AM 08:47AM 08:55AM 09:15AM 09:28AM 09:39AM 08:58AM 09:05AM 09:17AM 09:26AM 09:45AM 09:58AM 10:09AM 09:29AM 09:35AM 09:47AM 09:56AM 10:15AM 10:28AM 10:39AM 09:59AM 10:05AM 10:17AM 10:26AM 10:45AM 10:58AM 11:09AM 10:29AM 10:35AM 10:47AM 10:56AM 11:15AM 11:28AM 11:39AM 10:59AM 11:05AM 11:17AM 11:26AM 11:45AM 11:58AM 12:09PM 11:29AM 11:35AM 11:47AM 11:56AM 12:15PM 12:28PM 12:39PM 11:59AM 12:05PM 12:17PM 12:26PM 12:45PM 12:58PM 01:09PM 12:29PM 12:35PM 12:47PM 12:56PM 01:15PM 01:28PM 01:39PM 12:59PM 01:05PM 01:17PM 01:26PM 01:45PM 01:58PM 02:09PM 01:29PM 01:35PM 01:47PM 01:56PM 02:15PM 02:28PM 02:39PM 01:57PM 02:03PM 02:15PM 02:24PM 02:43PM 02:56PM 03:08PM 02:27PM 02:33PM 02:45PM 02:54PM 03:13PM 03:26PM 03:38PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=10&rtName=10 1 /2 10/11/2017 Routes Schedule - Miami -Dade County 02:54PM 03:01 PM 03:14PM 03:24PM 03:43PM 03:56PM 04:O8PM 03:24PM 03:31 PM 03:44PM 03:54PM 04:13PM 04:26PM 04:38PM 03:53PM 04:OOPM 04:13PM 04:23PM 04:42PM 04:55PM 05:08PM 04:23PM 04:30PM 04:43PM 04:53PM 05:12PM 05:25PM 05:38PM 04:56PM 05:03PM 05:16PM 05:25PM 05:43PM 05:56PM 06:09PM 05:32PM 05:39PM 05:52PM 06:01 PM 06:17PM 06:28PM 06:39PM 06:06PM 06:12PM 06:24PM 06:31 PM 06:47PM 06:58PM 07:09PM 06:36PM 06:42PM 06:54PM 07:01PM 07:17PM 07:28PM 07:39PM 07:06PM 07:12PM 07:24PM 07:31 PM 07:47PM 07:58PM 08:09PM 07:36PM 07:42PM 07:54PM 08:01 PM 08:17PM 08:28PM 08:39PM 08:09PM 08:15PM 08:27PM 08:34PM 08:50PM 09:01 PM 09:11 PM 09:09PM 09:14PM 09:25PM 09:30PM 09:43PM 09:52PM 10:02PM 10:33PM 10:38PM 10:49PM 10:54PM 11:07PM 11:16PM 11:26PM Back to previous pace (iavascript: historv.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M IAM I•DADE http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=10&rtName=10 2/2 10/11/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 10 (Northbound) WEEKDAY 0 (httas://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 NE15ST& NE2AVE& NE2AVE& NE125ST& NEI2AVE& NE167ST& NEI5AVE& NE19AV&NE BISCAYNE BD 37 ST 79 ST 6 AVE 135 ST 15 AVE 165 ST 185 ST 05:43AM 05:51 AM 06:03AM 06:17AM 06:22AM 06:33AM 06:40AM 06:25AM 06:34AM 06:46AM 07:05AM 07:11 AM 07:23AM 07:31 AM 06:56AM 07:06AM 07:19AM 07:38AM 07:44AM 07:56AM 08:04AM 07:28AM 07:38AM 07:51 AM 08:10AM 08:16AM 08:28AM 08:36AM 07:58AM 08:08AM 08:21AM 08:40AM 08:46AM 08:58AM 09:06AM 08:28AM 08:38AM 08:51 AM 09:11 AM 09:17AM 09:29AM 09:37AM 08:58AM 09:09AM 09:22AM 09:42AM 09:48AM 10:OOAM 10:O8AM 09:28AM 09:39AM 09:52AM 10:12AM 10:18AM 10:30AM 10:38AM 09:58AM 10:09AM 10:22AM 10:42AM 10:48AM 11:OOAM 11:O8AM 10:28AM 10:39AM 10:52AM 11:12AM 11:18AM 11:30AM 11:38AM 10:58AM 11:09AM 11:22AM 11:42AM 11:48AM 12:OOPM 12:O8PM 11:28AM 11:39AM 11:52AM 12:12PM 12:18PM 12:30PM 12:38PM 11:58AM 12:09PM 12:22PM 12:42PM 12:48PM 01:OOPM 01:O8PM 12:28PM 12:39PM 12:52PM 01:12PM 01:18PM 01:30PM 01:38PM 12:58PM 01:09PM 01:22PM 01:42PM 01:48PM 02:OOPM 02:08PM 01:28PM 01:39PM 01:52PM 02:12PM 02:18PM 02:30PM 02:38PM 01:58PM 02:09PM 02:22PM 02:42PM 02:48PM 03:OOPM 03:08PM 02:28PM 02:39PM 02:52PM 03:13PM 03:20PM 03:32PM 03:40PM 02:59PM 03:12PM 03:26PM 03:47PM 03:54PM 04:06PM 04:14PM 03:29PM 03:42PM 03:56PM 04:17PM 04:24PM 04:36PM 04:44PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=10&rtName=10 1 /2 10/11/2017 Routes Schedule - Miami -Dade County 03:59PM 04:12PM 04:26PM 04:47PM 04:54PM 05:07PM 05:15PM 04:29PM 04:42PM 04:56PM 05:17PM 05:24PM 05:37PM 05:45PM 05:00PM 05:13PM 05:27PM 05:48PM 05:55PM 06:O8PM 06:15PM 05:30PM 05:43PM 05:57PM 06:18PM 06:24PM 06:34PM 06:41 PM 06:02PM 06:13PM 06:25PM 06:42PM 06:48PM 06:58PM 07:05PM 06:29PM 06:40PM 06:52PM 07:09PM 07:15PM 07:25PM 07:32PM 06:59PM 07:10PM 07:22PM 07:39PM 07:45PM 07:55PM 08:02PM 07:29PM 07:40PM 07:52PM 08:09PM 08:15PM 08:25PM 08:32PM 07:59PM 08:10PM 08:22PM 08:39PM 08:45PM 08:55PM 09:02PM 08:29PM 08:40PM 08:52PM 09:09PM 09:13PM 09:22PM 09:28PM 09:01 PM 09:10PM 09:20PM 09:33PM 09:37PM 09:46PM 09:52PM 09:26PM 09:35PM 09:45PM 09:58PM 10:02PM 10:11 PM 10:17PM 10:16PM 10:25PM 10:35PM 10:48PM 10:52PM 11:01PM 11:07PM 11:46PM 11:55PM 12:05AM 12:18AM 12:22AM 12:31AM 12:37AM Back to previous page (lavascript: historv.cro(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM MIAM[aADE COUNTY http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=10&rtName=10 2/2 Route 16 NORTH MIAMI MIAMI SHORES EL PORTAL Arsht Performing Arts Metromover Station/ BusTerminal a) Q co w z a> Q N r w Z NE 125 St Bus Terminal il;;1 NE 167 St NOL Home Depot Wal-Mart H 163 St Mall NE 163 St NE 123 St a> Q LO z NE 159 St a> Q CO r w z BISCAYNE PARK N Bayshore Dr 0 NORTH MAP NOT TO SCALE 12/2009 NORTH MIAMI BEACH 10/22/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO OMNI TERMINAL / ARSHT METROMOVER 0 (https://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 16 (Northbound) WEEKDAY BISCAYNE BLVD & NE 36 BISCAYNE BLVD & NE 79 NE 6 AVE & 125 NE 167 ST & 15 ST ST ST AVE 05:22AM 05:28AM 05:37AM 05:47AM 06:07AM 05:50AM 05:56AM 06:06AM 06:18AM 06:38AM 06:18AM 06:26AM 06:36AM 06:48AM 07:10AM 06:46AM 06:54AM 07:05AM 07:18AM 07:40AM 07:14AM 07:22AM 07:33AM 07:46AM 08:08AM 07:42AM 07:50AM 08:02AM 08:16AM 08:38AM 08:10AM 08:19AM 08:31 AM 08:45AM 09:07AM 08:38AM 08:47AM 08:59AM 09:13AM 09:33AM 09:06AM 09:14AM 09:26AM 09:40AM 10:OOAM 09:34AM 09:42AM 09:54AM 10:08AM 10:28AM 10:02AM 10:10AM 10:22AM 10:36AM 10:56AM 10:32AM 10:40AM 10:52AM 11:06AM 11:28AM 11:02AM 11:10AM 11:22AM 11:36AM 11:58AM 11:32AM 11:40AM 11:52AM 12:06PM 12:28PM 12:02PM 12:11PM 12:23PM 12:37PM 12:59PM 12:32PM 12:41 PM 12:53PM 01:07PM 01:30PM 01:02PM 01:11PM 01:23PM 01:37PM 02:01PM 01:32PM 01:41 PM 01:53PM 02:07PM 02:31 PM 02:02PM 02:12PM 02:24PM 02:38PM 03:02PM 02:32PM 02:42PM 02:54PM 03:09PM 03:33PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=16&rtName=16 1 /2 10/22/2017 Routes Schedule - Miami -Dade County 03:02PM 03:14PM 03:27PM 03:42PM 04:07PM 03:32PM 03:44PM 03:57PM 04:12PM 04:37PM 04:OOPM 04:12PM 04:26PM 04:41PM 05:06PM 04:28PM 04:40PM 04:54PM 05:09PM 05:34PM 04:56PM 05:08PM 05:22PM 05:37PM 06:02PM 05:24PM 05:36PM 05:50PM 06:05PM 06:28PM 05:52PM 06:04PM 06:17PM 06:32PM 06:55PM 06:20PM 06:31PM 06:44PM 06:59PM 07:22PM 06:48PM 06:59PM 07:12PM 07:25PM 07:45PM 07:18PM 07:26PM 07:38PM 07:51PM 08:11PM 07:48PM 07:56PM 08:08PM 08:19PM 08:35PM 08:18PM 08:26PM 08:36PM 08:47PM 09:03PM 08:50PM 08:58PM 09:08PM 09:19PM 09:35PM 09:25PM 09:33PM 09:43PM 09:54PM 10:10PM 10:01 PM 10:09PM 10:19PM 10:30PM 10:46PM Back to previous jape (iavascript: historv.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M1AMI-L7AL3E COUNTY http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=16&rtName=16 2/2 10/22/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 16 (Southbound) WEEKDAY 0 (https://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 NE 167 ST & 15 NE 6 AVE & 124 BISCAYNE BLVD & NE 79 BISCAYNE BLVD & NE 36 OMNI TERMINAL / ARSHT AVE ST ST ST METROMOVER 04:41AM 04:55AM 05:07AM 05:15AM 05:20AM 05:09AM 05:23AM 05:35AM 05:43AM 05:48AM 05:31AM 05:45AM 05:57AM 06:09AM 06:16AM 05:50AM 06:09AM 06:25AM 06:37AM 06:44AM 06:15AM 06:34AM 06:50AM 07:03AM 07:12AM 06:38AM 07:01 AM 07:18AM 07:31 AM 07:40AM 07:06AM 07:29AM 07:46AM 07:59AM 08:O8AM 07:32AM 07:55AM 08:12AM 08:27AM 08:36AM 08:OOAM 08:23AM 08:40AM 08:55AM 09:04AM 08:29AM 08:52AM 09:09AM 09:23AM 09:32AM 08:57AM 09:20AM 09:37AM 09:51 AM 10:OOAM 09:30AM 09:51AM 10:08AM 10:21AM 10:30AM 10:00AM 10:21AM 10:38AM 10:51AM 11:OOAM 10:30AM 10:51 AM 11:O8AM 11:21 AM 11:30AM 11:OOAM 11:21AM 11:38AM 11:51AM 12:OOPM 11:30AM 11:51AM 12:O8PM 12:21PM 12:30PM 12:OOPM 12:21PM 12:38PM 12:51PM 01:OOPM 12:30PM 12:51 PM 01:O8PM 01:21 PM 01:30PM 12:59PM 01:21 PM 01:38PM 01:51 PM 02:OOPM 01:29PM 01:51PM 02:08PM 02:21PM 02:30PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=16&rtName=16 1 /2 10/22/2017 Routes Schedule - Miami -Dade County 01:57PM 02:21 PM 02:38PM 02:51 PM 03:OOPM 02:27PM 02:51 PM 03:08PM 03:21 PM 03:30PM 02:55PM 03:19PM 03:36PM 03:49PM 03:58PM 03:24PM 03:48PM 04:05PM 04:17PM 04:26PM 03:52PM 04:16PM 04:33PM 04:45PM 04:54PM 04:20PM 04:44PM 05:01 PM 05:13PM 05:22PM 04:48PM 05:12PM 05:29PM 05:41 PM 05:50PM 05:16PM 05:40PM 05:57PM 06:09PM 06:18PM 05:44PM 06:08PM 06:25PM 06:37PM 06:46PM 06:18PM 06:39PM 06:56PM 07:08PM 07:16PM 06:52PM 07:13PM 07:28PM 07:38PM 07:46PM 07:28PM 07:45PM 08:OOPM 08:09PM 08:16PM 08:03PM 08:18PM 08:32PM 08:41PM 08:48PM 08:38PM 08:53PM 09:07PM 09:16PM 09:23PM 09:14PM 09:29PM 09:43PM 09:52PM 09:59PM Back to previous page (iavascript: historv.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M1AMI-L7AL3E COUNTY http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=16&rtName=16 2/2 62 HIALEAH a> <a> short turn EQ r-►E13St a T 1—W E9St a_ < < oo o W r TRIANGLE PARK w 4 NORTH 08/2017 DR. MARTIN LIBERTY LUTHER KING, JR. CITY STATI O N NW 27 Ave ■■I NW/NE62St ■■I NW 7 Ave d AUDREY M. EDMONSON TRANSIT VILLAGE www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS INFORMATION : INFORMACION : ENFOMASYON MIAMMADE 0 ©© ©GoMiamiDade MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH e 311 OR 305.468.5900 (TDD: 305.468.5402) APPSt COUNTY 10/11/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 62 (Eastbound) WEEKDAY 0 (httas://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 W 3 ST & PALM AVE E 9 ST & 8 AVE NW 62 ST & NW DR MARTIN LUTHER KING NW 7 AVE TRANSIT NE 61 ST & HIALEAH HIALEAH 32 AVE JR STATION VILLAGE BISCAYNE BLVD 05:05AM 05:10AM 05:13AM 05:16AM 05:25AM 05:35AM 05:34AM 05:39AM 05:42AM 05:45AM 05:54AM 06:05AM 05:54AM 06:03AM 06:07AM 06:11AM 06:24AM 06:35AM 06:24AM 06:33AM 06:37AM 06:41 AM 06:54AM 07:05AM 06:54AM 07:03AM 07:07AM 07:11AM 07:24AM 07:35AM 07:24AM 07:33AM 07:37AM 07:41 AM 07:54AM 08:05AM 07:54AM 08:03AM 08:07AM 08:11 AM 08:24AM 08:35AM 08:24AM 08:33AM 08:37AM 08:41AM 08:54AM 09:05AM 08:52AM 09:01 AM 09:06AM 09:11 AM 09:24AM 09:35AM 09:22AM 09:31AM 09:36AM 09:41AM 09:54AM 10:05AM 09:52AM 10:01 AM 10:06AM 10:11 AM 10:24AM 10:35AM 10:22AM 10:31AM 10:36AM 10:41AM 10:54AM 11:05AM 10:52AM 11:01AM 11:06AM 11:11AM 11:24AM 11:35AM 11:22AM 11:31AM 11:36AM 11:41AM 11:54AM 12:05PM 11:52AM 12:01PM 12:06PM 12:11PM 12:24PM 12:35PM 12:22PM 12:31 PM 12:36PM 12:41 PM 12:54PM 01:05PM 12:52PM 01:01 PM 01:06PM 01:11 PM 01:24PM 01:35PM 01:22PM 01:31 PM 01:36PM 01:41 PM 01:54PM 02:05PM 01:52PM 02:01 PM 02:06PM 02:11 PM 02:24PM 02:35PM 02:22PM 02:31PM 02:36PM 02:41PM 02:54PM 03:05PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Eastbound&rt=62&rtName=62 1/2 10/11/2017 Routes Schedule - Miami -Dade County 02:52PM 03:01 PM 03:06PM 03:11 PM 03:24PM 03:35PM 03:22PM 03:31 PM 03:36PM 03:41 PM 03:54PM 04:05PM 03:51PM 04:OOPM 04:05PM 04:10PM 04:24PM 04:35PM 04:21 PM 04:30PM 04:35PM 04:40PM 04:54PM 05:05PM 04:51PM 05:OOPM 05:05PM 05:10PM 05:24PM 05:35PM 05:21 PM 05:30PM 05:35PM 05:40PM 05:54PM 06:05PM 05:51 PM 06:OOPM 06:05PM 06:10PM 06:24PM 06:35PM 06:21PM 06:30PM 06:35PM 06:40PM 06:54PM 07:05PM 07:27PM 07:34PM 07:38PM 07:42PM 07:55PM 08:05PM 08:32PM 08:38PM 08:43PM 08:46PM 08:56PM 09:05PM 09:32PM 09:38PM 09:43PM 09:46PM 09:56PM 10:05PM 10:32PM 10:38PM 10:43PM 10:46PM 10:56PM 11:05PM 11:32PM 11:38PM 11:43PM 11:46PM 11:56PM 12:05AM Back to previous pace (iavascript: historv.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM MIAMI•DADE http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Eastbound&rt=62&rtName=62 2/2 10/11/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 62 (Westbound) WEEKDAY 0 (httas://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 NE 62 ST & NW 7 AVE TRANSIT DR MARTIN LUTHER KING NW 62 ST & E 9 ST & 8 CT W 3 ST & PALM AVE BISCAYNE BLVD VILLAGE JR STATION 32 AVE HIALEAH HIALEAH 05:45AM 05:56AM 06:09AM 06:14AM 06:19AM 06:27AM 06:15AM 06:28AM 06:41 AM 06:46AM 06:51 AM 06:59AM 06:45AM 06:58AM 07:11AM 07:16AM 07:21AM 07:29AM 07:15AM 07:28AM 07:41 AM 07:46AM 07:51 AM 07:59AM 07:45AM 07:58AM 08:11AM 08:16AM 08:21AM 08:29AM 08:15AM 08:28AM 08:41 AM 08:46AM 08:51 AM 08:59AM 08:45AM 08:58AM 09:12AM 09:19AM 09:24AM 09:32AM 09:15AM 09:28AM 09:42AM 09:49AM 09:54AM 10:02AM 09:45AM 09:58AM 10:12AM 10:19AM 10:24AM 10:32AM 10:15AM 10:28AM 10:42AM 10:49AM 10:54AM 11:02AM 10:45AM 10:58AM 11:12AM 11:19AM 11:24AM 11:32AM 11:15AM 11:28AM 11:42AM 11:49AM 11:54AM 12:02PM 11:45AM 11:58AM 12:12PM 12:19PM 12:24PM 12:32PM 12:15PM 12:28PM 12:42PM 12:49PM 12:54PM 01:02PM 12:45PM 12:58PM 01:12PM 01:19PM 01:24PM 01:32PM 01:15PM 01:28PM 01:42PM 01:49PM 01:54PM 02:02PM 01:45PM 01:58PM 02:12PM 02:19PM 02:24PM 02:32PM 02:15PM 02:28PM 02:42PM 02:49PM 02:54PM 03:02PM 02:45PM 02:58PM 03:12PM 03:19PM 03:24PM 03:32PM 03:15PM 03:28PM 03:42PM 03:49PM 03:54PM 04:03PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Westbound&rt=62&rtName=62 1/2 10/11/2017 Routes Schedule - Miami -Dade County 03:45PM 03:58PM 04:12PM 04:16PM 04:21 PM 04:30PM 04:15PM 04:29PM 04:43PM 04:47PM 04:52PM 05:01 PM 04:45PM 04:59PM 05:13PM 05:17PM 05:22PM 05:31PM 05:15PM 05:29PM 05:43PM 05:47PM 05:52PM 06:01 PM 05:45PM 05:59PM 06:13PM 06:17PM 06:22PM 06:31PM 06:15PM 06:29PM 06:43PM 06:47PM 06:52PM 07:01 PM 06:45PM 06:59PM 07:13PM 07:17PM 07:20PM 07:27PM 07:15PM 07:27PM 07:40PM 07:44PM 07:47PM 07:54PM 08:15PM 08:27PM 08:40PM 08:44PM 08:47PM 08:54PM 09:15PM 09:25PM 09:36PM 09:40PM 09:43PM 09:49PM 10:15PM 10:25PM 10:36PM 10:40PM 10:43PM 10:49PM 11:15PM 11:25PM 11:36PM 11:40PM 11:43PM 11:49PM Back to previous page (lavascript: historv.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM MIAMMADE http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Westbound&rt=62&rtName=62 2/2 93 BISCAYNE MAX 0 LIMITED STOPS 19 St to 163 St GVT CTR FRI i4l Aventura Blvd / NE 199 St MAKES ALL LOCAL STOPS NORTH OF 163 ST NORTH MIAMI MIAMI SHORES UPPER EAST SIDE DOWNTOWN BUS TERMINAL NE3Str � NW/NE1 St < CV z w Flagler St z SW/SE1 St 163 ST v CO 151 ST 146 ST 135 ST 123 ST SANS SOUCI BLVD 107 ST 96 ST 91 ST 79 ST 70 ST (NORTHBOUND) 71 ST (SOUTHBOUND) 62 ST 54 ST - •36ST co • 29ST a) • 19 ST U EDGEWATER MAKES ALL LOCAL STOPS SOUTH OF 19 ST www.miamidade.gov/transit Q 311 (305.468.5900) TDD: 305.468.5402 0 MiamiDadeTransit © @IRideMDT O @IRideMDT cein MDT TRACKER / MDT TRANSIT WATCH DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS 4 NORTH 06/2016 M IAM I•DALaL COUNTY 10/22/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 93 (Southbound) WEEKDAY 0 (https://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 Bus Terminal at BISCAYNE BLVD BISCAYNE BLVD BISCAYNE BISCAYNE BISCAYNE DOWNTOWN Aventura Mall & NE 163 ST & NE 123 ST BLVD & NE 79 BLVD & NE 36 BLVD & NE 15 METROBUS ST ST ST TERMINAL 05:45AM 05:55AM 06:02AM 06:12AM 06:21 AM 06:26AM 06:37AM 05:55AM 06:08AM 06:15AM 06:25AM 06:34AM 06:39AM 06:50AM 06:09AM 06:22AM 06:29AM 06:39AM 06:48AM 06:53AM 07:05AM 06:22AM 06:35AM 06:42AM 06:52AM 07:03AM 07:08AM 07:20AM 06:35AM 06:48AM 06:55AM 07:07AM 07:18AM 07:23AM 07:35AM 06:48AM 07:02AM 07:10AM 07:22AM 07:33AM 07:38AM 07:50AM 07:06AM 07:20AM 07:28AM 07:40AM 07:51AM 07:56AM 08:08AM 07:23AM 07:37AM 07:45AM 07:57AM 08:O8AM 08:14AM 08:26AM 07:41AM 07:55AM 08:03AM 08:15AM 08:26AM 08:32AM 08:44AM 07:59AM 08:13AM 08:21 AM 08:33AM 08:44AM 08:50AM 09:02AM 08:18AM 08:32AM 08:40AM 08:52AM 09:03AM 09:O8AM 09:20AM 08:38AM 08:52AM 09:OOAM 09:11AM 09:21AM 09:26AM 09:38AM 08:56AM 09:10AM 09:18AM 09:29AM 09:39AM 09:44AM 09:56AM 09:20AM 09:34AM 09:42AM 09:53AM 10:03AM 10:08AM 10:20AM 09:49AM 10:03AM 10:12AM 10:24AM 10:33AM 10:38AM 10:50AM 10:20AM 10:34AM 10:43AM 10:55AM 11:04AM 11:09AM 11:20AM 10:49AM 11:04AM 11:13AM 11:25AM 11:34AM 11:39AM 11:50AM 11:18AM 11:33AM 11:42AM 11:54AM 12:03PM 12:09PM 12:20PM 11:47AM 12:02PM 12:12PM 12:24PM 12:33PM 12:39PM 12:50PM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=93&rtName=93%20Biscayne%20MAX 1/2 10/22/2017 Routes Schedule - Miami -Dade County 12:16PM 12:31 PM 12:41 PM 12:53PM 01:03PM 01:09PM 01:20PM 12:46PM 01:01 PM 01:11 PM 01:23PM 01:33PM 01:39PM 01:50PM 01:00PM 01:15PM 01:25PM 01:37PM 01:47PM 01:53PM 02:05PM 01:15PM 01:30PM 01:40PM 01:52PM 02:02PM 02:O8PM 02:20PM 01:30PM 01:45PM 01:55PM 02:07PM 02:17PM 02:23PM 02:35PM 01:43PM 01:58PM 02:10PM 02:22PM 02:32PM 02:38PM 02:50PM 01:56PM 02:12PM 02:24PM 02:36PM 02:46PM 02:52PM 03:05PM 02:11PM 02:27PM 02:39PM 02:51PM 03:01PM 03:07PM 03:20PM 02:27PM 02:43PM 02:55PM 03:07PM 03:16PM 03:22PM 03:35PM 02:42PM 02:58PM 03:10PM 03:22PM 03:31PM 03:37PM 03:50PM 02:57PM 03:14PM 03:25PM 03:37PM 03:46PM 03:52PM 04:05PM 03:12PM 03:29PM 03:40PM 03:52PM 04:01 PM 04:07PM 04:20PM 03:27PM 03:44PM 03:55PM 04:07PM 04:16PM 04:22PM 04:35PM 03:42PM 03:59PM 04:10PM 04:22PM 04:31 PM 04:37PM 04:50PM 03:57PM 04:14PM 04:25PM 04:37PM 04:46PM 04:52PM 05:05PM 04:12PM 04:29PM 04:40PM 04:52PM 05:01 PM 05:07PM 05:20PM 04:27PM 04:44PM 04:55PM 05:07PM 05:16PM 05:22PM 05:35PM 04:42PM 04:59PM 05:10PM 05:22PM 05:31PM 05:37PM 05:50PM 05:OOPM 05:17PM 05:28PM 05:40PM 05:49PM 05:55PM 06:08PM 05:16PM 05:33PM 05:44PM 05:56PM 06:05PM 06:10PM 06:20PM 05:32PM 05:49PM 06:OOPM 06:11 PM 06:20PM 06:25PM 06:35PM 05:53PM 06:10PM 06:20PM 06:31 PM 06:40PM 06:45PM 06:55PM 06:15PM 06:30PM 06:40PM 06:51 PM 07:00PM 07:05PM 07:15PM Back to previous page (iavascript: historv.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM fM f AM f�f]ii4DE COUNTY http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=93&rtName=93%20Biscayne%20MAX 2/2 10/22/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 93 (Northbound) WEEKDAY 0 (https://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 DOWNTOWN BISCAYNE BD BISCAYNE BLVD BISCAYNE BLVD BISCAYNE BLVD BISCAYNE BD Bus Terminal at METROBUS & NE 15 ST & NE 36 ST & NE 79 ST & NE 123 ST & NE 163 ST Aventura Mall TERMINAL 05:24AM 05:32AM 05:37AM 05:45AM 05:53AM 06:02AM 06:14AM 05:44AM 05:52AM 05:57AM 06:05AM 06:14AM 06:23AM 06:35AM 06:OOAM 06:10AM 06:16AM 06:23AM 06:32AM 06:41 AM 06:53AM 06:15AM 06:25AM 06:31AM 06:38AM 06:47AM 06:56AM 07:09AM 06:30AM 06:40AM 06:46AM 06:53AM 07:03AM 07:12AM 07:25AM 06:45AM 06:55AM 07:02AM 07:11AM 07:21AM 07:30AM 07:43AM 07:OOAM 07:12AM 07:19AM 07:28AM 07:38AM 07:47AM 08:OOAM 07:15AM 07:27AM 07:34AM 07:43AM 07:53AM 08:02AM 08:15AM 07:30AM 07:42AM 07:49AM 07:58AM 08:08AM 08:17AM 08:30AM 07:45AM 07:57AM 08:05AM 08:14AM 08:24AM 08:33AM 08:46AM 08:OOAM 08:12AM 08:20AM 08:29AM 08:39AM 08:48AM 09:01 AM 08:18AM 08:30AM 08:38AM 08:47AM 08:57AM 09:06AM 09:19AM 08:36AM 08:48AM 08:56AM 09:05AM 09:15AM 09:24AM 09:37AM 08:54AM 09:07AM 09:14AM 09:22AM 09:32AM 09:41AM 09:54AM 09:12AM 09:25AM 09:32AM 09:40AM 09:50AM 09:59AM 10:12AM 09:30AM 09:43AM 09:50AM 09:58AM 10:08AM 10:17AM 10:30AM 09:48AM 10:01 AM 10:O8AM 10:16AM 10:26AM 10:35AM 10:48AM 10:06AM 10:19AM 10:26AM 10:34AM 10:44AM 10:53AM 11:07AM 10:30AM 10:43AM 10:50AM 10:58AM 11:09AM 11:19AM 11:33AM http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=93&rtName=93%20Biscayne%20MAX 1/2 10/22/2017 Routes Schedule - Miami -Dade County 11:00AM 11:13AM 11:20AM 11:28AM 11:39AM 11:49AM 12:04PM 11:30AM 11:43AM 11:50AM 11:58AM 12:09PM 12:20PM 12:35PM 12:OOPM 12:13PM 12:20PM 12:29PM 12:40PM 12:51PM 01:07PM 12:30PM 12:43PM 12:50PM 12:59PM 01:10PM 01:21 PM 01:37PM 01:OOPM 01:13PM 01:21PM 01:30PM 01:41PM 01:52PM 02:08PM 01:30PM 01:43PM 01:51 PM 02:00PM 02:12PM 02:23PM 02:39PM 02:OOPM 02:14PM 02:22PM 02:31 PM 02:43PM 02:54PM 03:11 PM 02:15PM 02:29PM 02:37PM 02:46PM 02:58PM 03:09PM 03:26PM 02:30PM 02:44PM 02:52PM 03:01 PM 03:12PM 03:22PM 03:39PM 02:45PM 02:59PM 03:09PM 03:18PM 03:29PM 03:39PM 03:56PM 03:OOPM 03:14PM 03:24PM 03:33PM 03:44PM 03:54PM 04:11 PM 03:15PM 03:29PM 03:39PM 03:48PM 03:59PM 04:09PM 04:25PM 03:30PM 03:44PM 03:54PM 04:05PM 04:17PM 04:27PM 04:43PM 03:45PM 03:59PM 04:09PM 04:20PM 04:32PM 04:42PM 04:58PM 04:OOPM 04:15PM 04:25PM 04:36PM 04:48PM 04:58PM 05:14PM 04:15PM 04:30PM 04:40PM 04:51 PM 05:03PM 05:13PM 05:29PM 04:30PM 04:45PM 04:55PM 05:06PM 05:18PM 05:28PM 05:44PM 04:45PM 05:00PM 05:10PM 05:21PM 05:33PM 05:43PM 05:59PM 05:OOPM 05:15PM 05:25PM 05:36PM 05:48PM 05:58PM 06:14PM 05:15PM 05:30PM 05:40PM 05:51PM 06:03PM 06:12PM 06:25PM 05:30PM 05:45PM 05:55PM 06:06PM 06:17PM 06:26PM 06:39PM 05:45PM 06:OOPM 06:08PM 06:18PM 06:29PM 06:38PM 06:51PM 06:OOPM 06:14PM 06:22PM 06:32PM 06:43PM 06:52PM 07:05PM 06:15PM 06:29PM 06:37PM 06:47PM 06:58PM 07:07PM 07:19PM 06:30PM 06:44PM 06:52PM 07:02PM 07:12PM 07:20PM 07:32PM 06:45PM 06:59PM 07:07PM 07:16PM 07:26PM 07:34PM 07:46PM 07:05PM 07:17PM 07:24PM 07:33PM 07:43PM 07:51PM 08:03PM 07:25PM 07:37PM 07:44PM 07:53PM 08:03PM 08:11 PM 08:22PM Back to previous page (iavascript: historv.00(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M1AMFQADE COUNTY http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=93&rtName=93%20Biscayne%20MAX 2/2 Route 202 Little Haiti Connection NW81St I U zl NE 79 St �l fll .� �e meNW St �I •►1 o L.r)1 I< zl I"' 1 I z 1 IL NW 83 St co WEEKDAY MIDDAY TO BISCAYNE PLAZA NW 83 St WEEKDAY MIDDAY TO NE 36 ST NW 79 St NW t S 83 m m � 83 St m Biscayne Q — >I Shopping _ -NE81 - E1 Plaza > 1 m z 1 j I a) Village z Carver NW/NE 71 St NW/NE 62 St Edison Middle School NW/NE 54 St Douglas ■ Gardens Post Office NE 39 St .6 ' E Miami Design Center z NE 36 St 4J N N W Z 1 • WEEKDAY MIDDAY ONLY Saba! Palm 0 NORTH MAP NOT TO SCALE 01.2011 10/11/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 202 (Northbound) WEEKDAY 0 (httas://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 NMIAMIAVE&NE NE54ST&NE2AV NE2AVE&62 NW71ST&2 NW85STRD&5 NW83ST&5 NE5AVE&81 38 ST (W/F) ST AVE AVE AVE ST 08:30AM 08:34AM 08:42AM 08:49AM 08:56AM 08:57AM 09:05AM 09:30AM 09:34AM 09:42AM 09:48AM 09:55AM 09:56AM 10:04AM 10:15AM 10:19AM 10:27AM 10:33AM 10:40AM 10:41AM 10:49AM 11:OOAM 11:04AM 11:12AM 11:18AM 11:25AM 11:26AM 11:34AM 11:45AM 11:49AM 11:57AM 12:03PM 12:10PM 12:11PM 12:19PM 12:30PM 12:34PM 12:42PM 12:48PM 12:55PM 12:56PM 01:04PM 01:15PM 01:19PM 01:27PM 01:33PM 01:40PM 01:41 PM 01:49PM 02:OOPM 02:04PM 02:12PM 02:18PM 02:25PM 02:26PM 02:34PM 02:45PM 02:49PM 02:57PM 03:04PM 03:11 PM 03:40PM 03:44PM 03:52PM 03:59PM 04:06PM 04:45PM 04:49PM 04:57PM 05:04PM 05:11 PM 05:46PM 05:50PM 05:58PM 06:05PM 06:12PM Back to previous page Qavascriot: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM MIAMI•DADE 777-71 http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=202&rtName=202%20Little%20Haiti%20Connection 1/2 10/11/2017 Routes Schedule - Miami -Dade County Miami -Dade County Transportation and Public Works Routes Schedule miamidade. GO 202 (Southbound) WEEKDAY 0 (httas://facebook.com/GoMiamiDade/ 4 (https://twitter.com/gomiamidade ) (httas://www.instaaram.com/qomiamic 1 NE5AVE&81 NW83ST&5 NW85STRD&5 NW2AVE&71 NE2AVE&63 NE54ST&NE2 NMIAMIAVE&NE ST AVE AVE ST TERR AV 38 ST 07:56AM 08:05AM 08:11 AM 08:19AM 08:24AM 08:56AM 09:05AM 09:11 AM 09:18AM 09:23AM 09:30AM 09:40AM 09:42AM 09:50AM 09:56AM 10:03AM 10:O8AM 10:15AM 10:25AM 10:27AM 10:35AM 10:41 AM 10:48AM 10:53AM 11:OOAM 11:10AM 11:12AM 11:20AM 11:26AM 11:33AM 11:38AM 11:45AM 11:55AM 11:57AM 12:05PM 12:11 PM 12:18PM 12:23PM 12:30PM 12:40PM 12:42PM 12:50PM 12:56PM 01:03PM 01:O8PM 01:15PM 01:25PM 01:27PM 01:35PM 01:41PM 01:48PM 01:53PM 02:OOPM 02:10PM 02:12PM 02:20PM 02:26PM 02:33PM 02:38PM 02:50PM 03:01PM 03:03PM 03:12PM 03:19PM 03:26PM 03:31PM 04:06PM 04:15PM 04:22PM 04:29PM 04:34PM 05:11PM 05:20PM 05:27PM 05:34PM 05:39PM Back to previous page Qavascriot: history.go(-1) ) Page Last Edited: Mon Jan 30, 2017 2:39:07 PM M IAM IDADE "."., li http://www.miamidade.gov/transit/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=202&rtName=202%20Little%20Haiti%20Connection 1/2 i LOOP SOUTHBOUND ONLY Weekday FROM TO EVERY Rif NT6! 6:30am 8:00pm 20 min 533 m Saturday FROM TO EVERY Rl6N TI r 6:30am 8:00pm 20min 533 m Sunday FROM TO EVERY RifNT1 6:30am 8:00pm 20 min 533 m 8.92 miles '. 3 buses 13.688 hours $820,638 2 O peAr, Wfrt kO L t‘z4) psi Appendix G Growth Rate Calculations FDOT Growth Rate Summary Station Number Location Historic Growth -Linear Historic Growth -Exponential Historic Growth -Decaying Exponential 5-year R-squared 10-year R-squared 5-year R-squared 10-year R-squared 5-year R-squared 10-year R-squared 5060 SR 5/US-1 -- 200 feet south of NE 53rd Street -0.80 % 15.52% -1.46% 28.58% -0.81 % 15.28% -1.47% 24.42% -1.14% 27.96% -1.89% 40.80% 5065 SR 5/US-1 -- 200 feet north of NE 71st Street -2.12% 88.04% 0.23% 2.00% -2.19% 88.73% 0.20% 2.15% -2.24% 96.58% 0.08% 0.40% 5355 SR 944/NW 54th Street -- 200 feet west of SR 5/US-1 4.20% 59.17% 0.99% 17.30% 3.96% 58.29% 0.87% 16.86% 3.07% 36.57% 0.96% 13.31 % 8436 NE 4th Court -- 200 feet south of NE 67th Street 2.40% 63.06% N/A N/A 2.32% 63.55% N/A N/A 2.32% 68.79% N/A N/A 8437 NW 62nd Street/Dr MLK Jr Boulevard -- 200 feet west of NE 1st Avenue -1.10% 89.89% N/A N/A -1.12% 89.69% N/A N/A -1.12% 72.34% N/A N/A Total 0.52% 63.14% -0.08% 15.96% 0.43% 63.11% -0.13% 14.48% 0.18% 60.45% -0.28% 18.17% K \FTL TPTO\043908100-Magic City SAP \Celcs\Growth \Growth Rate Summary_FDOT and SERPM.xIs FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2016 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 2016 37500 C N 18500 2015 35500 C N 16500 2014 35500 C N 16500 2013 37500 C N 17500 2012 38000 C N 18000 2011 30500 C N 15000 2010 37500 C N 18500 2009 40500 C N 20500 2008 41000 C N 19500 2007 42000 C N 20000 2006 40500 C N 18500 2005 39000 C N 18000 2004 40500 C N 21000 2003 39000 C N 18000 2002 40500 C N 18500 2001 40500 C N 18500 S 19000 S 19000 S 19000 S 20000 S 20000 S 15500 S 19000 S 20000 S 21500 S 22000 S 22000 S 21000 S 19500 S 21000 S 22000 S 22000 9.00 54.50 9.00 54.70 9.00 54.50 9.00 52.40 9.00 55.70 9.00 55.10 8.98 54.08 8.99 53.24 9.09 55.75 8.01 54.34 7.97 54.22 8.80 53.80 9.00 53.30 8.80 53.40 9.80 52.30 8.20 53.50 5.10 4.20 5.10 5.20 5.80 4.50 4.40 3.40 3.70 3.10 4.90 1.80 6.20 4.80 3.40 5.30 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 SR 5/US-1 -- 200 feet south of NE 53rd Street County: Station #: Highway: Miami (87) 5060 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 40000 — 35000 30000 25000 20000 15000 10000 5000 7 Observed Count Fitted Curve 0 + IIIIIIIIIIIIIIIIIIIIIIf 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 15.28% Compounded Annual Historic Growth Rate: -0.81 Printed: 9-Oct-17 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 38000 37400 2013 37500 37100 2014 35500 36800 2015 35500 36500 2016 37500 36200 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200 feet south of NE 53rd Street County: Station #: Highway: Miami (87) 5060 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 40000 — 35000 30000 25000 20000 15000 10000 5000 7 Observed Count Fitted Curve 0 + IIIIIIIIIIIIIIIIIIIIIIf 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 15.52% Trend Annual Historic Growth Rate: -0.80% Printed: 9-Oct-17 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 38000 37400 2013 37500 37100 2014 35500 36800 2015 35500 36500 2016 37500 36200 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200 feet south of NE 53rd Street County: Station #: Highway: Miami (87) 5060 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 45000 40000 35000 30000 25000 20000 15000 10000 5000 oObserved Count Fitted Curve 0 I 2007 2012 I I I d 2017 2022 2027 2032 2037 Year Trend R-squared: Compounded Annual Historic Growth Rate: Printed: 40.80% -1.89% 9-Oct-17 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2007 42000 41900 2008 41000 39900 2009 40500 38700 2010 37500 37900 2011 30500 37300 2012 38000 36700 2013 37500 36300 2014 35500 35900 2015 35500 35600 2016 37500 35300 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200 feet south of NE 53rd Street County: Station #: Highway: Miami (87) 5060 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 45000 40000 — 35000 30000 25000 20000 15000 10000 5000 =Observed Count Fitted Curve 0 I 2007 2012 I d I i— Ill 2017 2022 2027 2032 2037 Year Trend R-squared: 24.42% Compounded Annual Historic Growth Rate: -1.47% Printed: 9-Oct-17 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2007 42000 40000 2008 41000 39400 2009 40500 38800 2010 37500 38300 2011 30500 37700 2012 38000 37100 2013 37500 36600 2014 35500 36000 2015 35500 35500 2016 37500 35000 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200 feet south of NE 53rd Street County: Station #: Highway: Miami (87) 5060 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 45000 40000 — 35000 30000 25000 20000 15000 10000 5000 =Observed Count Fitted Curve 0 I 2007 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 28.58% Trend Annual Historic Growth Rate: -1.46% Printed: 9-Oct-17 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2007 42000 40200 2008 41000 39600 2009 40500 39000 2010 37500 38400 2011 30500 37800 2012 38000 37300 2013 37500 36700 2014 35500 36100 2015 35500 35500 2016 37500 34900 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2016 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 2016 39000 C N 16500 2015 40000 C N 18500 2014 40000 C N 19000 2013 41000 C N 20000 2012 43000 C N 20500 2011 37500 C N 17500 2010 39000 C N 18500 2009 37500 C N 18000 2008 39000 C N 17500 2007 41000 F N 19000 2006 41000 C N 19000 2005 40000 C N 18500 2004 45000 C N 23000 2003 43500 C N 19500 2002 39500 C N 19500 2001 41000 C N 18000 S 22500 S 21500 S 21000 S 21000 S 22500 S 20000 S 20500 S 19500 S 21500 S 22000 S 22000 S 21500 S 22000 S 24000 S 20000 S 23000 9.00 54.50 4.70 9.00 54.70 6.50 9.00 54.50 12.20 9.00 52.40 6.10 9.00 55.70 4.60 9.00 55.10 2.80 8.98 54.08 2.80 8.99 53.24 5.30 9.09 55.75 5.70 8.01 54.34 12.90 7.97 54.22 12.90 8.80 53.80 2.30 9.00 53.30 2.30 8.80 53.40 5.00 9.80 52.30 2.60 8.20 53.50 7.10 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 SR 5/US-1 -- 200 feet north of NE 71st Street County: Station #: Highway: Miami (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 45000 40000 35000 30000 25000 20000 15000 10000 5000 =Observed Count Fitted Curve 0 i IIIIIIIIIIIIIIIIIIIIIIf 2012 2017 2022 2027 2032 2037 Year Trend R-squared: Compounded Annual Historic Growth Rate: Printed: 96.58% -2.24% 9-Oct-17 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 43000 42800 2013 41000 41200 2014 40000 40300 2015 40000 39600 2016 39000 39100 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200 feet north of NE 71st Street County: Station #: Highway: Miami (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 45000 40000 35000 30000 25000 20000 15000 10000 5000 =Observed Count Fitted Curve 0 1 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 88.73% Compounded Annual Historic Growth Rate: -2.19% Printed: 9-Oct-17 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 43000 42400 2013 41000 41500 2014 40000 40600 2015 40000 39700 2016 39000 38800 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200 feet north of NE 71st Street County: Station #: Highway: Miami (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 45000 40000 35000 30000 25000 20000 15000 10000 5000 0 i =Observed Count Fitted Curve IIIIIIIIIIIIIIIIIIIIIIf 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 88.04% Trend Annual Historic Growth Rate: -2.12% Printed: 9-Oct-17 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 43000 42400 2013 41000 41500 2014 40000 40600 2015 40000 39700 2016 39000 38800 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200 feet north of NE 71st Street County: Station #: Highway: Miami (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 45000 — 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 2007 2012 2017 11111 I d I I I I 1 1 1 1 I I 2022 2027 2032 2037 Year Trend R-squared: Compounded Annual Historic Growth Rate: Printed: 0.40% 0.08% 9-Oct-17 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2007 41000 39500 2008 39000 39600 2009 37500 39600 2010 39000 39700 2011 37500 39700 2012 43000 39700 2013 41000 39800 2014 40000 39800 2015 40000 39800 2016 39000 39800 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200 feet north of NE 71st Street County: Station #: Highway: Miami (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 45000 — 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve ..` 2007 2012 2017 I I I I I 1 1 I I I I I I 2022 2027 2032 2037 Year Trend R-squared: 2.15% Compounded Annual Historic Growth Rate: 0.20% Printed: 9-Oct-17 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2007 41000 39300 2008 39000 39400 2009 37500 39500 2010 39000 39500 2011 37500 39600 2012 43000 39700 2013 41000 39800 2014 40000 39900 2015 40000 40000 2016 39000 40000 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200 feet north of NE 71st Street County: Station #: Highway: Miami (87) 5065 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 50000 45000 — 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve ..` 2007 2012 2017 I 11 d 1 F 1 i i i i 1 I 2022 2027 2032 2037 Year Trend R-squared: 2.00% Trend Annual Historic Growth Rate: 0.23% Printed: 9-Oct-17 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2007 41000 39300 2008 39000 39400 2009 37500 39500 2010 39000 39600 2011 37500 39700 2012 43000 39700 2013 41000 39800 2014 40000 39900 2015 40000 40000 2016 39000 40100 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2016 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5355 - SR 944/NW 54 ST, 200' W SR 5/US-1 YEAR AADT DIRECTION 1 2016 16000 C E 8200 2015 14600 C E 7300 2014 13300 C E 6600 2013 13200 C E 6600 2012 13900 C E 6800 2011 13500 C E 7000 2010 15400 C E 7400 2009 14000 C E 7100 2008 13300 C E 6800 2007 13500 C E 6600 2006 12900 C E 6200 2005 11800 C E 5700 2004 11900 F E 5800 2003 11900 C E 5800 2002 10200 C E 5100 2001 9900 C E 4900 DIRECTION 2 *K FACTOR 7800 7300 6700 6600 7100 6500 8000 6900 6500 6900 6700 6100 6100 6100 5100 5000 D FACTOR T FACTOR 9.00 54.50 9.00 54.70 9.00 54.50 9.00 52.40 9.00 55.70 9.00 55.10 8.98 54.08 8.99 53.24 9.09 55.75 8.01 54.34 7.97 54.22 8.80 53.80 9.00 53.30 8.80 53.40 9.80 52.30 8.20 53.50 2.70 2.40 2.70 2.60 2.90 1.80 1.80 2.00 1.10 0.20 2.80 2.40 6.60 5.20 4.30 7.10 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 SR 944/NW 54th Street -- 200 feet west of SR 5/US-1 County: Station #: Highway: Miami (87) 5355 SR 944/NW 54th Street Average Daily Traffic (Vehicles/Day) 18000 16000 14000 12000 10000 8000 6000 4000 2000 ©Observed Count Fitted Curve -/' 0 i 2012 2017 2022 2027 2032 2037 Year Trend R-squared: Compounded Annual Historic Growth Rate: Printed: 36.57% 3.07% 9-Oct-17 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 13900 13200 2013 13200 13900 2014 13300 14400 2015 14600 14700 2016 16000 14900 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200 feet west of SR 5/US-1 County: Station #: Highway: Miami (87) 5355 SR 944/NW 54th Street Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 =Observed Count Fitted Curve 0 + + 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 58.29% Compounded Annual Historic Growth Rate: 3.96% Printed: 9-Oct-17 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 13900 13100 2013 13200 13600 2014 13300 14200 2015 14600 14700 2016 16000 15300 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200 feet west of SR 5/US-1 County: Station #: Highway: Miami (87) 5355 SR 944/NW 54th Street Average Daily Traffic (Vehicles/Day) 30000 25000 20000 15000 10000 5000 =Observed Count Fitted Curve 0 i 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 59.17% Trend Annual Historic Growth Rate: 4.20% Printed: 9-Oct-17 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 13900 13100 2013 13200 13600 2014 13300 14200 2015 14600 14800 2016 16000 15300 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200 feet west of SR 5/US-1 County: Station #: Highway: Miami (87) 5355 SR 944/NW 54th Street Average Daily Traffic (Vehicles/Day) 18000 16000 14000 12000 10000 8000 6000 4000 2000 0 Observed Count Fitted Curve 0 + + + + + 2007 2012 + l l l l d i i l l i l i l l i i l i a 2017 2022 2027 2032 2037 Year Trend R-squared: Compounded Annual Historic Growth Rate: Printed: 13.31% 0.96% 9-Oct-17 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2007 13500 13300 2008 13300 13700 2009 14000 13900 2010 15400 14000 2011 13500 14100 2012 13900 14200 2013 13200 14300 2014 13300 14300 2015 14600 14400 2016 16000 14500 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200 feet west of SR 5/US-1 County: Station #: Highway: Miami (87) 5355 SR 944/NW 54th Street Average Daily Traffic (Vehicles/Day) 20000 18000 - 16000 14000 12000 10000 8000 6000 4000 - 2000 - 0 ' 1 =Observed Count Fitted Curve 2007 2012 1 1 a a i i i i i 4 2017 2022 2027 Year 2032 2037 Trend R-squared: 16.86% Compounded Annual Historic Growth Rate: 0.87% Printed: 9-Oct-17 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2007 13500 13500 2008 13300 13600 2009 14000 13700 2010 15400 13900 2011 13500 14000 2012 13900 14100 2013 13200 14200 2014 13300 14400 2015 14600 14500 2016 16000 14600 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200 feet west of SR 5/US-1 County: Station #: Highway: Miami (87) 5355 SR 944/NW 54th Street Average Daily Traffic (Vehicles/Day) 20000 18000 - 16000 14000 12000 10000 8000 6000 4000 - 2000 - 0 ' 1 =Observed Count Fitted Curve 2007 2012 l l l l d i i 2017 2022 Year 2027 2032 2037 Trend R-squared: 17.30% Trend Annual Historic Growth Rate: 0.99% Printed: 9-Oct-17 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2007 13500 13500 2008 13300 13600 2009 14000 13700 2010 15400 13900 2011 13500 14000 2012 13900 14100 2013 13200 14300 2014 13300 14400 2015 14600 14500 2016 16000 14700 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2016 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8436 - NE 4 CT, 200 FT S OF NE 67 ST (2011 OFF SYSTEM CYCLE) YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2016 5600 S N 2500 S 3100 9.00 56.10 5.20 2015 5700 F N 2500 S 3200 9.00 57.40 5.00 2014 5700 C N 2500 S 3200 9.00 59.30 10.70 2013 5200 F 0 0 9.00 58.90 16.20 2012 5200 C N 0 S 0 9.00 59.70 16.00 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 NE 4th Court -- 200 feet south of NE 67th Street County: Station #: Highway: Miami (87) 8436 NE 4th Court Average Daily Traffic (Vehicles/Day) 7000 6000 5000 4000 3000 2000 1000 =Observed Count Fitted Curve 0 i 2012 2017 2022 2027 2032 2037 Year Trend R-squared: Compounded Annual Historic Growth Rate: Printed: 68.79% 2.32% 9-Oct-17 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 5200 5200 2013 5200 5400 2014 5700 5500 2015 5700 5600 2016 5600 5700 *Axle -Adjusted Traffic Trends NE 4th Court -- 200 feet south of NE 67th Street County: Station #: Highway: Miami (87) 8436 NE 4th Court Average Daily Traffic (Vehicles/Day) 12000 10000 8000 6000 4000 2000 =Observed Count Fitted Curve 0 1 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 63.55% Compounded Annual Historic Growth Rate: 2.32% Printed: 9-Oct-17 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 5200 5200 2013 5200 5300 2014 5700 5500 2015 5700 5600 2016 5600 5700 *Axle -Adjusted Traffic Trends NE 4th Court -- 200 feet south of NE 67th Street County: Station #: Highway: Miami (87) 8436 NE 4th Court Average Daily Traffic (Vehicles/Day) 10000 9000 8000 7000 6000 5000 4000 3000 2000 1000 =Observed Count Fitted Curve 0 i 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 63.06% Trend Annual Historic Growth Rate: 2.40% Printed: 9-Oct-17 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 5200 5200 2013 5200 5400 2014 5700 5500 2015 5700 5600 2016 5600 5700 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2016 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8437 - NW 62 ST/DR MLK JR BLVD, 200 FT W OF NE 1 AVE (2011 OFF SYSTEM CYCLE) YEAR 2016 2015 2014 2013 2012 AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 10800 S 11000 F 11200 C 11300 F 11300 C E 5800 E 5900 E 6000 E 6100 E 6100 W 5000 W 5100 W 5200 W 5200 W 5200 9.00 9.00 9.00 9.00 9.00 56.10 57.40 59.30 58.90 59.70 5.20 5.00 10.70 16.20 16.00 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 NW 62nd Street/Dr MLK JR Boulevard -- 200 feet west of NE 1st Avenue County: Station #: Highway: Miami (87) 8437 NW 62nd Street/Dr MLK JR Boulevard Average Daily Traffic (Vehicles/Day) 12000 10000 8000 6000 4000 2000 =Observed Count Fitted Curve 0 + IIIIIIIIIIIIIIIIIIIIIIf 2012 2017 2022 2027 2032 2037 Year Trend R-squared: Compounded Annual Historic Growth Rate: Printed: 72.34% -1.12% 9-Oct-17 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 11300 11400 2013 11300 11200 2014 11200 11100 2015 11000 11000 2016 10800 10900 *Axle -Adjusted Traffic Trends NW 62nd Street/Dr MLK JR Boulevard -- 200 feet west of NE 1st Avenue County: Station #: Highway: Miami (87) 8437 NW 62nd Street/Dr MLK JR Boulevard Average Daily Traffic (Vehicles/Day) 12000 10000 8000 6000 4000 2000 =Observed Count Fitted Curve 0 + IIIIIIIIIIIIIIIIIIIIIIf 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 89.69% Compounded Annual Historic Growth Rate: -1.12% Printed: 9-Oct-17 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 11300 11400 2013 11300 11200 2014 11200 11100 2015 11000 11000 2016 10800 10900 *Axle -Adjusted Traffic Trends NW 62nd Street/Dr MLK JR Boulevard -- 200 feet west of NE 1st Avenue County: Station #: Highway: Miami (87) 8437 NW 62nd Street/Dr MLK JR Boulevard Average Daily Traffic (Vehicles/Day) 12000 10000 8000 6000 4000 2000 =Observed Count Fitted Curve 0 + IIIIIIIIIIIIIIIIIIIIIIf 2012 2017 2022 2027 2032 2037 Year Trend R-squared: 89.89% Trend Annual Historic Growth Rate: -1.10% Printed: 9-Oct-17 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 11300 11400 2013 11300 11300 2014 11200 11100 2015 11000 11000 2016 10800 10900 *Axle -Adjusted SERPM Growth Rate Summary Street Name 2010 2040 Difference Growth Rate Annual Growth Rate NE/NW 62nd Street 32,450 38,938 6,488 19.99% 0.67% 28,977 35,741 6,764 23.34% 0.78% 21,675 30,333 8,658 39.94% 1.33% 18,129 26,076 7,947 43.84% 1.46% 15,683 23,332 7,649 48.77% 1.63% 5,945 8,088 2,143 36.05% 1.20% 6,813 8,910 2,097 30.78% 1.03% NE/NW 61st Street 2,945 5,323 2,378 80.75% 2.69% 3,745 5,942 2,197 58.66% 1.96% 2,966 4,543 1,577 53.17% 1.77% NW 2nd Avenue 10,461 10,926 465 4.45% 0.15% 14,872 16,074 1,202 8.08% 0.27% 13,965 15,306 1,341 9.60% 0.32% 15,837 17,354 1,517 9.58% 0.32% 12,022 13,452 1,430 11.89% 0.40% North Miami Avenue 14,672 21,482 6,810 46.41% 1.55% 13,128 19,314 6,186 47.12% 1.57% 9,822 17,085 7,263 73.95% 2.46% 9,822 17,085 7,263 73.95% 2.46% NE 2nd Avenue 8,953 15,943 6,990 78.07% 2.60% 9,894 16,564 6,670 67.41 % 2.25% 13,833 19,158 5,325 38.49% 1.28% 13,638 18,262 4,624 33.91 % 1.13% Biscayne Boulevard 22,482 29,541 7,059 31.40% 1.05% 26,078 34,502 8,424 32.30% 1.08% 18,482 24,373 5,891 31.87% 1.06% 18,539 24,822 6,283 33.89% 1.13% 20,890 26,962 6,072 29.07% 0.97% Total 406,718 545,431 138,713 34.11% 1.14% K:\FTL_TPTO\043908100-Magic City SAP\Calcs\Growth\Growth Rate Summary_FDOT and SERPM.xls Magic City SAP 2010 Volumes SERPM 7.062 36710 32791 32791 26667 22817 0124355 8 3 .• fo 14U`si 14963 717 311 2685 1105 26697 7141 23407 23313 608311 14352 14352 9138 8791 9576 8968 3186 2161 p2162 23311 23306 15151 1730 31827 15072 • 13818 25947 1336 35739 9097 1372 17594 12660 27532 an 1023 $ 68142 6306166' m 104 " 818 516442 14978 1287 14982 037 w ;FA 14909 13885 15630 m 1716 1530 15502 m 26152 to 8147 w32450 28905 26337 •' o 4456 28875 0 28875 332621485373_ s�ao' y�14130 pas 11723 16448 16734 28977 5 21675 18129 15683 17838 116396 P 6433 m LC III '" 11952 2080 5 QD1D o iN09 i45 �, N 20596 20968 11683 11314 .14983 14513 9253 114 16514 17955 28383 19007 - 1704 ‘o 21330 17462 9238 eo 27676 23056 22108 23 19894 8 • r 24853 0738 6704 6842 4443 2428 5799 2295 14833 10403 11633 0 3574 `O eP � .4327 0 32015 60331 15787 m 3745 2966 N ;.1604 VA 9127 662 00 598 vi 745 2097 4s�s 10651; 62716 21523 67784 130500 9352 (Licensed to Kimley Horn and Associates Inc) Magic City SAP 2040 Volumes SERPM 7.062 6 599 88 2820 20353 34632 .. 27332 3467 23726 5827 36654 4 28104 1389 w I 11517 10758 4812 8097 4,6 Z; 97 6079 5771 58/f8254 m 72c38 312 N 8 22234 ° 24486 24505 24555 372 6400, 40839 24194 40496 1124 33600 33883 10778 35741 31761 . 80`23068 31 F91 20435 25914 4537 33600 33705 10746 30333 34152 a 35430 35418 10278 34135 10825 23332 S323 cig 27149 21925 425 894 r526 m 20506 23823 23920 -41 38403 27114 8 0 25476 . 3114C 1997 02 32756 35530 10881 7770 5942 4543 Nry 8175 W W N � 14088 15490 g18 8 8976 5709 7040 NJ .. a 6800 11005 v m 1261 2009 �n 949 N16 u m s'19428 'S4p �1933 o20159 {19734 s22738 1581 1894 2302 22302 21237 3227 18160 18967 3481 25 24275 752 8 7359 15304 163.27, 34439 7 71169 11115 10964 27319 a '26689 76564 (Licensed to Kimley Horn and Associates Inc) Appendix H Committed Developments • Traffic Impact Analysis for Submittal to the City of Miami Eastside Ridge City of Miami, Florida • i. 1 ...: l ' • rye°f 1 1 0; 1 FLOCK-B BLOCK. I7 Kimley» Horn 02016 Kimley-Horn and Associates, Inc. Updated June 2016 March 2016 043752000 N NOT TO SCALE NW 62nd Street J OO- E L tp o N0 'O 22 Ls 14 NW 54th Street 15.1 r 15 t ,5 30 y NW 5th Court NW 2nd Avenue North Miami Avenue 35y h t L 14 _ 25 L to- y NW 6th Court Kimley>»Horn © 2016 25 y NW 6th Avenue 40 15y 20 , ht L 50 65 t2 E 2nd Avenue 14 1 NW 46th Street 65 NE 51st Street 20 441 t 2o- 105 y 25 L 25 ht • NE 62nd Street Legend — Study Roadway 0 Study Intersection XX A.M. Peak Hour Net New Project Trips (XX) A.M. Peak Hour Pass -by Trips t NE 61st Street NE 59th Street (-14) 20y j 14) 105 L 49 1 , \\♦ 24 4 t,5 (19, rlrivPway 25 y 5 j t 1' 4D 1Dy _ N 'O d M C wj ZQ - C15i t 191 i107 r b 3 ,aJ 11' 147 NE 54th Street hP NN 0 129 NE 39th Street 44 J 45 H 25 151 t 2G 75 J h 64 z x 5 io- 14 NE 50th Terrace Figure 7 A.M. Peak Hour Project Trip Assignment Green Acres SAP City of Miami, Florida N NOT TO SCALE NW 62nd Street v J OO. aE Lc MO �O m y 20 1 4 r 19 NW 54th Street 15 0 11 NW 6th Court 13 r 20 Kimley>>> Horn © 2016 33 y NW 5th Court L 20 y 39 0 0 27 y NW 6th Av L 20 y 33 NW 2nd Avenue y 46 North Miami Avenue NE 2nd Avenue 20 1 r 11 38 11 ' ht L 26 y 53 4 r6 0 44y r 16 y 22 - NW 46th Street 71 y ht 53 85 r 33 r 16 _% 1 t r L 33 1 4 y 138 NE 62nd Street Legend — Study Roadway 0 Study Intersection XX P.M. Peak Hour Net New Project Trips (XX) P.M. Peak Hour Pass -by Trips a l t NE 61 st Street NE 59th Street (-55) 209 (55) NE 51 st Street 115 y 1 t 27 7 0 2 (-46) 22 y (46) 115 % L 66 (53) \, y 33 r 105 (29) Driveway 28y y 26FA 2 J1 r26 J1 „J t r 22 y 44 J t hr y 131 NE 39th Street J 59 J 190 33 13 J t I y 159 NE 54th Street y 209 r27 105 85 S It- 11 14 NE 50th Terrace Figure 9 P.M. Peak Hour Project Trip Assignment Green Acres SAP City of Miami, Florida Traffic Study cl a NW 54th Street v� L �85 !- 496 4""148 N (O L ) N 97 L NE 2nd Avenue 107 !� 504 4" 75 208 443 -1 49 NE 53rd Street NE 52nd Street NE 50th Terrace Project Location 0 m CO N MJHS Driveway 102 466 -> 41 67� 52� E c _c Y 8 Z NE 2nd Avenue Exhibit 7 Future Without Project PM Peak Hour Traffic Volumes N CO O N 0 1 28 29 NE 54th Street NE 51st Street NORTH MAP NOT TO SCALE DAVID PLUMMER & ASSOCIATES I Project No. 15195 I November 2015 man J ! L NW 54th Street 208 448 -1 51 NE 53rd Street NE 52nd Street NE 50th Terrace Project Location E _c L-� 0 Z �85 !- 499 4""148 North Miami Avenue MJHS Driveway Exhibit 13 Future With Project PM Peak Hour Traffic Volumes NE 2nd Avenue 107 !� 504 4" 81 mN� - 2 29 NE 2nd Avenue tr NE 54th Street NE 51st Street NORTH MAP NOT TO SCALE DAVID PLUMMER & ASSOCIATES I Project No. 15195 I November 2015