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Home My WebLink AboutTab 2-Traffic Impact AnalysisTAB 2 03/01/2006 08:17 3054444986 DAVID PLUMMERANDASSO PAGE 02 iguus(vuL • 02/23/2008 18:27 FAX URS UR8 February 28,.2006 Via Fax_and US�Ilalt Ms. Ulia I. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 444 SW 2rd Avenue (10t Floor) Miami, Florida 33130 Brickeli Station Sufficiency Letter— W. O. # 149 Dear Ms. Medina: Subsequent to our January 19, 2006 review comments for the subject project, we have received a formal response from David Plummer and Associates Inc. (DPA) on January 26, 2006. We have also received 0 revised site plan from the architect and a satisfactory letter (via e-mail) from the FDOT Planning office: Photocopies of the response letter from DPA, revised site plan and the a -mall from FDOT are attached herewith. At this time, we conclude that the revised traffic report along with the subsequent submittal meets all the traffic requirements and the report is found to be sufficient. Should you have any questions, please call Quazi Masood or me at 954.739.1881. Sin Shanunugem, P.E. Senior Traffic Engineer Attachment Ca Mr, Kevin Wallett1, Planner ll, City ofMlsmi Planning (Fax - 305, 416.1443) Mr. Manly A. Vega, Engineer 1, City of Miami Zoning (Fast - 305 418.2153) Mr. Juan Eapinosa, PE, DPA, (Fax - 305.444,4986) UR8 Ceuporonon L5koshore Complex 5100 NW 33rd Awnut Suite 160 Fprt Le4Oeftlait. Ft. 33309-6375 Tel: OS4,?391E81 Fee: 984,739,27ea • Brickell Station Major Use Special Permit Traffic Impact Study • Prepared by: David Plummer & Associates, Inc. 1750 Ponce de Leon Boulevard Coral Gables, Florida 33134 September 2005 DPA Project #05183 • • • • Brickell Station MUSP Traffic Impact Study TABLE OF CONTENTS Page List of Exhibits ii EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 2 1.1 Study Area 2 1.2 Study Objective 4 2.0 EXISTING TRAFFIC CONDITIONS 5 2.1 Data Collection 5 2.1.1 Roadway Characteristics 5 2.1.2 Traffic Counts 6 2.1.3 Intersection Data 6 2.2 Corridor Capacity Analysis 9 2.3 Intersection Capacity Analysis 11 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS 13 4.0 FUTURE TRAFFIC CONDITIONS 14 4.1 Background Traffic 14 4.2 Committed Developments 14 4.3 Project Traffic 14 4.3.1 Project Trip Generation 14 4.3.2 Project Trip Assignment 17 4.4 Future Corridor Capacity Analysis 21 4.5 Future Intersection Capacity Analysis 21 4.6 Site Access 26 5.0 CONCLUSIONS 27 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Approved Transportation Methodology & Site Plan Traffic Counts & Signal Timing FDOT's Quality/LOS Handbook — Generalized Tables Downtown Miami DRI Increment II Transit Ridership Intersection Capacity Analysis Worksheets Committed Development Information Page i • • Brickell Station MUSP Traffic Impact Study LIST OF EXHIBITS Exhibit Page 1 Location Map 3 2 2005 PM Peak Hour Traffic Volumes 7 3 Existing Lane Configurations 8 4 Existing Corridor and Transit Conditions 10 5 Person -trip Volume and Capacity — Existing Conditions Matrix 12 6 2005 Intersection Capacity Analysis Results 11 7 Committed Development Map 15 8 Future PM Peak Hour Traffic Volumes without Project 16 9 PM Peak Hour Project Trip Generation 18 10 Cardinal Distribution 19 11 PM Peak Hour Project Vehicular Trips Assignment 20 12 Person -trip Volume and Capacity — Future Conditions Matrix 22 13 Project PM Peak Hour Vehicular Volumes 23 14 Future with project PM Peak Hour Vehicular Volumes 24 15 Future Intersection Capacity Analysis 25 Page ii Brickell Station MUSP Traffic Impact Study • EXECUTIVE SUMMARY The Brickell Station project is a proposed mixed use development located on SE 1 Avenue between SE 5 Street and SE 6 Street in Miami, Florida. The project consists of 230 residential dwelling units and approximately 7,465 square feet (SF) of retail space. Primary access to the site (parking garage) is proposed on SE 5 Street via a two-way driveway. A loading driveway is also proposed on SE 5 Street. This loading area will be a one-way, southbound driveway. Build out of the project is anticipated by the year 2007. The subject site is located within the boundaries of the Downtown Miami Area -wide DRI. Existing and future traffic conditions for the project area corridors were established using the person -trip based corridor capacity method. This method, consistent with the City's Comprehensive Plan, promotes improved transportation efficiency through increased private vehicle occupancies and makes mass transit a full partner in the urban transportation system. Analysis results show that the project area corridors are projected to operate within the established corridor threshold. The intersection capacity analysis was performed at the intersections under study using vehicular volumes and the Highway Capacity Software (HCS), based on the procedures of the 2000 Highway Capacity Manual. Results of the future intersection analysis show that all intersections operate within the standard adopted by the city. Page I Brickell Station MUSP Traffic Impact Study • 1.0 INTRODUCTION The Brickell Station project is a proposed mixed use development located on SE 1 Avenue between SE 5 Street and SE 6 Street in Miami, Florida (see Exhibit 1). The project consists of 230 residential dwelling units and approximately 7,465 square feet (SF) of retail space. Primary access to the site (parking garage) is proposed on SE 5 Street via a two-way driveway. A loading driveway is also proposed on SE 5 Street. This loading area will be a one-way, southbound driveway. A copy of the site plan is included in Appendix A. Build out of the project is anticipated by the year 2007. The subject site is located within the boundaries of the Downtown Miami Area -wide DRI. 1.1 Study Area Consistent with the approved methodology for this project (See Appendix A) the traffic study was performed for PM peak conditions. For traffic analysis purposes, the study area has been defined as Flagler Street to the north, SE 8 Street to the south, SW 1 Avenue to the west, and Brickell Bay to the east. Corridor capacity analysis was performed for several segments of Brickell Avenue, Miami Avenue, SE 8 Street, and SE 7 Street. Intersection capacity analysis was performed for the following intersections: • SE 5 Street / Brickell Avenue • SE 6 Street / Brickell Avenue • SE 6 Street / Miami Avenue Page 2 PROJECT: BRICKELL STATION MUSP TITLE: LOCATION MAP ATTACHMENT 1 Page 3 Brickell Station MUSP Traffic Impact Study 1.2 Study Objective The objective of this traffic study is to assess possible PM peak hour impacts on the project area corridors using the person -trip corridor capacity method. This method is designed to meet the challenges posed by Florida's growth management laws: to promote compact urban development, discourage suburban sprawl and improve urban mobility. This method is consistent with the City's Comprehensive Plan and promotes improved transportation efficiency through increased private vehicle occupancies, making mass transit a full partner in the urban transportation system. Page 4 Brickell Station MUSP Traffic Impact Study Ill 2.1 Data Collection • • 2.0 EXISTING TRAFFIC CONDITIONS Data collection for this study included roadway characteristics, intersection data, intersection volumes, and signal timing. The data collection effort is described in detail in the following sections. 2.1.1 Roadway Characteristics Brickell Avenue Brickell Avenue (US-1) is a major arterial that provides north/south access throughout Downtown Miami. Brickell Avenue connects the Central Business District (CBD) with the financial and residential district on Brickell. Within the project area, Brickell Avenue is a two- way 4-lane, divided roadway. The posted speed limit is 35 mph. On -street parking is not permitted along Brickell Avenue within the study limits. SE/SW 8 Street South 8 Street between SW 1 Avenue and Brickell Avenue is a one-way, three -lane roadway in the eastbound direction. There is no posted speed limit within the study area. On -street parking is not permitted along SW 8 Street within the study limits. SE/SW 7 Street South 7 Street between SW 1 Avenue and Brickell Avenue is a one-way, three -lane roadway in the westbound direction. There is no posted speed limit within the study area. On -street parking is not permitted along SW 7 Street within the study limits. SE 6 Street SE 6 Street within the study limits is a two-way, two-lane roadway that connects Brickell Avenue and Miami Avenue. There is on -street parking on the north side of the roadway. There are no posted speed limit signs within the study area. Page 5 Brickell Station MUSP Traffic Impact Study SE 5 Street SE 5 Street within the study limits is a two-lane, two-way roadway from Brickell Avenue to South Miami Place. Because of the Miami Avenue bridge over the Miami River, SE 5 Street does not intersect Miami Avenue. There is on -street parking on south side of the roadway. There are no posted speed limit signs within the study area. Miami Avenue Miami Avenue is three -lanes, one way, southbound from north of SW 2 Street to just beyond SW 3 Street. Miami Avenue becomes a two-way , undivided roadway just south of SE 4 Street to just north of SW 7 Street, where it becomes three lanes, one-way northbound. All northbound traffic must turn right at SE 4 Street and all southbound traffic must turn right at SW 7 Street in this segment of Miami Avenue. From SW 13 Street to SW 7 Street, Miami Avenue is a two- lane, one-way northbound roadway. There is no posted speed limit within the study area. There is on -street parking on Miami Avenue between SE 7 Street and SE 6 Street and prohibited along the remainder of the study limits • 2.1.2 Traffic Counts • Consistent with the methodology submitted to and approved by the City, peak period vehicle turning movement counts and 24-hour directional counts were collected at the intersections and segments under study. Peak seasonal adjustment factors were obtained from the Florida Department of Transportation (FDOT). Traffic counts are included in Appendix B. Exhibit 2 shows the adjusted 2005 PM peak season, peak hour traffic volumes at the study intersections. 2.1.3 Intersection Data A field survey was conducted to determine the lane configurations for the roadways and intersections under study. Existing signal timing data was obtained from Miami -Dade County for the analyzed intersection. Signal information is included in Appendix B. This information provided the signal phasing and timing used in the intersection capacity analysis. Exhibit 3 shows the existing lane configurations for the intersections and roadways studied. Page 6 • SOUTH M/AM/ AVE 0 SE 5 ST BR/CKELL AVE 1 9 1 /9 N.T.S. 50 41 J 2 60 0 N N_ 0 SE 6 ST 18 61 LO 0 N 0 N dPm PROJECT: BRICKELL STATION MUSP TITLE 2005 EXISTING PM PEAK HOUR VEHICULAR VOLUMES EXHIBIT No. 2 Page 7 • • SOUTH MIAM/ AVE ISE5ST SE 6 ST BRICKELL AVE tit N.T.S. s(clr a PROJECT: BRICKELL STATION MUSP TITLE: EXISTING LANE CONFIGURATION EXHIBIT No. 3 Page 8 Brickell Station MUSP Traffic Impact Study • 2.2 Corridor Capacity Analysis Existing traffic conditions for the project area corridors have been established using the person - trip based corridor capacity method. The methodology for this analysis is outlined in the Miami Comprehensive Neighborhood Plan. The existing traffic conditions analysis identifies the person -trip volumes and person -trip capacities of the corridors, establishes existing person -trip usage and identifies whether or not person -trip deficiencies exist. An adopted standard of LOS E applies to the transportation corridors as measured by the person -trip method. The existing conditions analysis establishes the multi -modal corridor conditions within the project area. The person -trip capacities and volumes for the study corridors have been developed consistent with the approved methodology for this project as described below: Person -Trip Volumes Link volumes collected were adjusted to peak season traffic conditions using seasonal adjustment factors provided by FDOT. Peak hour maximum service volumes were obtained from FDOT's 2002 Quality/Level of Service Handbook. Transit (bus and fixed rail) ridership and capacity were obtained from Increment II of the Downtown Miami Area -wide DRI. An analysis of existing vehicle roadway and transit conditions is shown in Exhibit 4, supporting information included in Appendix C. Person -Trip Capacity Vehicle occupancy for the person -trip capacity calculations is based upon a comprehensive study performed for the City of Miami. The vehicle occupancy factor of 1.6 persons per vehicle is approved for use as the practical capacity of a private passenger vehicle to determine the person - trip capacity of the vehicular traffic system. Bus and fixed rail capacity for each corridor was determined based on the number of transit vehicles per hour and the person -trip capacity of each transit vehicle. This information was obtained directly from Increment II of the Downtown Miami Area -wide DRI. Page 9 • Exhibit 4 Existing Corridor and Transit Conditions Corridor Roadway Conditions (vehicles) Transit Conditions (persons) Existing Count Raw PM Peak PM Peak Dir Max Total Bus Bus Total Metrorail Metrorail Total Metromover Metromover Total Transit Total From To Dir Lanes Source / Peak Hour Seaon Hour Service Ridership Capacity [2] Ridership Capacity[2] Ridership Capacity[2] Ridership Capacity [2] Period Volume Factor Volume Volume [1] [2] [2] [2] [2] Brickell Avenue SE 4 Street SE 8 Street NB 2LD DPA - PM 1015 1.04 1055 1660 365 1346 164 960 529 2306 SB 3LD 1436 1.04 1493 2490 115 566 360 1920 475 2486 SE 8 Street SW 13 Road NB 2LD DPA - PM 1015 1.04 1055 1660 240 566 276 1463 164 960 680 2989 SB 2LD 1436 1.04 1493 1660 119 566 692 1463 360 1920 1171 3949 Miami Avenue Flagler Street SE 6 Street SB 3L DPA - PM 411 1.04 427 2988 251 534 251 534 SE 6 Street SE 8 Street NB 2L 430 1.04 447 1992 68 534 563 2925 164 960 795 4419 SE 8 Street SW 12 Street NB 2L DPA - PM 430 1.04 447 1992 187 780 553 2925 164 960 904 4665 SW 12 Street SW 13 Street NB 2L 430 1.04 447 1992 187 780 553 2925 164 960 904 4665 SE 7 Street Brickell Avenue SW 1 Avenue WB 3L DPA - PM 1371 1.04 1426 2988 24 276 24 276 SE 8 Street Brickell Avenue S Miami Avenue EB 3L DPA - PM 965 1.04 1004 2988 156 276 156 276 S Miami Avenue SW 1 Avenue EB 3L DPA - PM 965 1.04 1004 2988 300 810 300 810 Notes: [1] Peak Hour Directional Maximum Service Volumes are obtained from FDOT's Quality/Level of Service Handbook [2] Transit information obtained from the Downtown Miami DRI Increment II (See Table 21-A5 included in Appendix C) Brickell Station MUSP Traffic Impact Study • Available Person -Trip Capacity The available person -trip capacity for each corridor is shown in Exhibit 5 based on the following: Person -trip capacity — Person -trip volume = Available Person -trip capacity. A general level of service designation is provided for each study corridor based on the calculated available person -trip capacity. A person -trip level of service look -up table was developed based on the ratios derived from the FDOT's 2002 Quality/Level of Service Handbook (see Appendix C). Based upon the person -trip evaluation for existing traffic conditions, no study corridor operates below the acceptable "person -trip" level of service standards. 2.3 Intersection Capacity Analysis The intersection capacity analysis was performed using vehicular volumes and the Highway Capacity Software (HCS), based on the procedures of the 2000 Highway Capacity Manual. Exhibit 6 shows the resulting LOS for existing conditions at the intersections under study, analysis worksheets are included in Appendix D. All three intersections operate within the standard adopted by the city. Exhibit 6 2005 Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U Existing LOS SE 5 Street / Brickell Avenue S B SE 6 Street / Brickell Avenue U D SE 6 Street / Miami Avenue U A Source: DPA U. unsignalized S. signalized Note: LOS for unsignalized intersection is based on the delay of the stop controlled movements. Page II • Exhibit 5 Person -Trip Volume and Capacity Existing Conditions Matrix Corridor Roadway Mode Transit Mode Segment Total (a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (I) Roadway Pers-Trip Roadway Pers-Trip Excess Total Total Pers-Trip Segment Segment Pers-Trip Segment From To Dir Vehicular Capacity Vehicular Volume Pers-Trip Pers-Trip Pers-Trip Excess Pers-Trip Pers-Trip Excess Person Trip Capacity @PPV=1,6 * Volume ®PPV=1.4 Capacity Capacity Volume Capacity Capacity Volume Capacity v/c LOS (a) 1.6 (c) ` 1.4 (b) - (d) (f)-(c1) (b)+(f) (d)+(q) (i)-(i) (D/([) [1] [2] [31 [4] [5] [6] [71 Brickell Avenue SE 4 Street SE 8 Street NB 1660 2656 1055 1477 1179 2306 529 1777 4962 2006 2956 0.40 D SB 2490 3984 1493 2091 1893 2486 475 2011 6470 2566 3904 0.40 C SE 8 Street SW 13 Road NB 1660 2656 1055 1477 1179 2989 680 2309 5645 2157 3488 0.38 C SB 1660 2656 1493 2091 565 3949 1171 2778 6605 3262 3343 0.49 D Miami Avenue Flagler Street SE 6 Street SB 2988 4781 427 598 4183 534 251 283 5315 849 4466 0.16 C SE 6 Street SE 8 Street NB 1992 3187 447 626 2561 4419 795 3624 7606 1421 6185 0.19 C SE 8 Street SW 12 Street NB 1992 3187 447 626 2561 4665 904 3761 7852 1530 6322 0.19 C SW 12 Street SW 13 Street NB 1992 3187 447 626 2561 4665 904 3761 7852 1530 6322 0.19 C SE 7 Street Brickell Avenue SW 1 Avenue WB 2988 4781 1426 1996 2785 276 24 252 5057 2020 3037 0.40 C SE 8 Street Brickell Avenue S Miami Avenue EB 2988 4781 1004 1405 3376 276 156 120 5057 1561 3496 0.31 C S Miami Avenue SW 1 Avenue EB 2988 4781 1004 1405 3376 810 300 510 5591 1705 3886 0.30 C Notes: [1] The Roadway Vehicular Capacity is obtained from Exhibit 4. [2] Person -Trip capacity is derived by applying a 1.6 vehicle occupancy to the vehicular capacity. [3] The Roadway Vehicular Volume is obtained from Exhibit 4. [4] Person -Trip Volume is derived by applying a 1.4 vehicle occupancy to the vehicular capacity. [5] The Total Transit Person -Trip Capacity is obtained by adding bus, metrorail and metromover capacities (see Exhibit 4). [6] The Total Transit Person -Trip Volume is obtained by adding bus and metromover volumes (see Exhibit 4). [7] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C). Brickell Station MUSP Traffic Impact Study • • 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2006 Miami -Dade County Transportation Improvement Program (TIP) and the 2030 Metro - Dade Transportation Plan Long Range Element, were reviewed to identify any programmed or planned projects within the limits of the study area established. The following is a list of programmed/planned projects adjacent to the proposed project site: • 2006 TIP: One planned improvements was identified along Brickell Avenue within the study area. 4124731 — Resurfacing along Brickell Avenue from S of SE 25th Road to SE 4th Street, Year 2009. • 2030 LRTP: Priority 1 PD&E study was identified along Brickell Avenue from SE 25th Street to SE 4th Street. PD&E study for SR5Brickell Avenue from S of S.E. 25th Road to S.E. 4th Street will recommend safety, operational and aesthetic improvements. However, these documents show no officially programmed or planned capacity improvement projects within the study area prior to completion nor site access conflicts with the proposed project. Page 13 Brickell Station MUSP Traffic Impact Study 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic FDOT maintains several traffic count stations within the study area. The average annual daily traffic (AADT) volumes for the period of 2000-2004 were reviewed (see Appendix E). The overall traffic growth rate at these locations was negative (-1.09%). However, in consideration of potential development in the area, a conservative one (1) percent growth factor was added to existing traffic volumes. 4.2 Committed Developments A list of projects was obtained from city staff, City of Miami Planning and Zoning Department Report on Private Development From 1996 to Present (July 2005 report). These projects are approved and are either under construction or about to break ground. Other projects are approved by City Commission but with no building permits, or in the application stage. The projects in the vicinity of Brickell Station are shown in Exhibit 7. These projects size and trip generation are included in Appendix E. Traffic generated by these developments was distributed using the Cardinal Distribution from the appropriate TAZ. For estimating trip distribution from committed projects, consideration was given to conditions such as the roadway network, roadway available to travel in the desired direction and attractiveness of traveling on a specific roadway. This information and a matrix showing segment volumes from the committed developments are also included in Appendix E. Future traffic volumes were projected for the build -out year 2007. Exhibit 8 shows the projected turning movement volumes without the project 4.3 Project Traffic 4.3.1 Project Trip Generation Project trip generation will be based on the calculation of person -trips consistent with the City of Miami Comprehensive Plan. Person -trips generated by the project were established using the Page 14 • NW / ST FLAGLER SE I ST SW 7 ST Q SE 2 ST SE 3 ST SE 6 ST l PROJECkip T SITE SW 8 ST SW 9 ST SW 10 ST SW 1l ST N N SW /2 ST SW /3 ST of° SW 14 ST SE S sr f'2E 4 ST 0 eS7 N.T. S. BRICKELL KEY LEGEND 1 - COLUMBUS TOWER 2 - 500 BRICKELL 3 - BEACON AT BRICKELL VILLAGE 4 - BRICKELL ON THE RIVER 5 - DUPONT TOWERS 6-LYNX 7 - MET MIAMI PARCELS B, C, & D 8 - ONE MIAMI PROJECT: BRICKELL STATION MUSP TITLE: COMMITTED DEVELOPMENTS ATTACHMENT 7 Page 15 • • SOUTH MIAMI AVE SE 5 ST BRICKELL AVE Lc-)v 39 36 �J y N.T.S. 5/ 49� 2 m 76 5/ N N SE 6 ST !8 } 62 fl PROJECT: BRICKELL STATION MUSP TITLE: FUTURE WITHOUT PROJECT PM PEAK HOUR VEHICULAR VOLUMES EXHIBIT No. 8 Page 16 Brickell Station MUSP Traffic Impact Study • following procedure consistent with Increment II of the Downtown DRI and the approved methodology: • The gross vehicular trip generation for each land use was determined using the Institute of Transportation Engineers (ITE) Trip Generation 7th Edition rates or formulas. • Gross vehicular trips were reduced by 16% based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). • Gross vehicular trips were reduced by 14.10% to reflect transit usage based on projected modal splits from Increment II of the Downtown DRI. • Gross vehicular trips were also reduced by 15% for pedestrian/bicycle based on estimates from Increment II of the Downtown DRI. • The net external vehicle trips were converted to person -trips using 1.4 persons per vehicle pursuant to City standards. • The vehicular trips assigned to transit were converted back to person -trips using 1.4 persons per vehicle pursuant to City standards. • The net external person -trips were obtained by adding together the project net external person -trips for the vehicle and transit modes. A trip generation summary for the project is provided in Exhibit 9. 4.3.2 Protect Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 568, shown in Exhibit 10. The Cardinal Distribution gives a generalized distribution of trips from a TAZ to other parts of Miami -Dade County. For estimating the trip distribution for the project location, consideration was given to conditions such as the roadway network accessed by the project, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. Exhibit 11 shows the project vehicular trip assignment to the impacted roadway segments and intersections. Page 17 • Exhibit 9 PM Peak Hour Trip Generation Analysis • USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips Proposed - High -Rise Condominuim Proposed - Retail 230 DU 7,465 SQ. FT. . 232 814 62% 44% 58 9 38% 56% 36 11 94 20 GROSS VEHICLE TRIPS I 59% 67 141% 47 I 114 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips 14.10% of Gross External Trips 15.00% of Gross External Trips (1) (2) (3) 59% 59% 59% 11 9 10 41 % 41% 41 % 8 7 7 18 16 17 NET EXTERNAL VEHICLE TRIPS 59% 37 41% 26 63 I I Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ Net External Person Trips (vehicles and transit modes) 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 59% 59% 59% 51 13 65 41 % 41 % 41 % 36 9 45 88 23 110 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 59% 14 141 % 10 1 24 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II Brickell Station MUSP Traffic Impact Study • Exhibit 10 Cardinal Distribution of Trips TAZ 568 (Year 2010) Cardinal Direction Distribution TAZ 568 NNE 14.95% ENE 6.62% ESE 2.11% SSE 4.55% SSW 5.70% WSW 23.86% WNW 18.11% NNW 24.10% Total 100.00 Page 19 rn (!0%) (40X) SE 7 ST 0 SE 3 ST SE 5 ST H 0 N SE 4 ST (20Z) (40%) (40%) 0 BR/CKELL AVE i N.T.S. 20X SE 6 ST 20Z E (307.) 40Z 50% LEGEND IN-XX% OUT - (XX%) - ONEWAY v / SE 8 ST J 20Z 30Z —)•— v 1 30Z N 0 SE 4 ST t 0 0 v j i 0 BISCAYNE BLVD PROJECT: BRICKELL STATION MUSP TIRE: PROJECT VEHICULAR TRIP ASSIGNMENTS EXHIBIT No. Page 20 • Brickell Station MUSP Traffic Impact Study 4.4 Future Corridor Capacity Analysis The existing person -trip volumes were combined with the committed development and background growth person-tripsto obtain the total year 2007 person -trip volume without project. The net external project person -trips were then added to get the future person -trip volumes with project. These volumes were compared to the future person -trips capacities to determined future level of service. The future person -trip volume and capacity matrix is shown in Exhibit 12. All corridors analyzed are projected to operate within the established LOS E threshold. 4.5 Future Intersection Capacity Analysis Background growth and committed development trips were combined with, the adjusted 2005 existing traffic to get the total year 2007 vehicular traffic without project on the study intersections. The project trips were then added to obtain the future with traffic volumes. Exhibit 13 shows the project PM peak hour vehicular volumes and Exhibit 14 shows the total (with project) PM peak hour vehicular traffic volumes at the intersections under study. Results of the future intersection analysis show that all intersections operate within the LOS E standard adopted by the city. Exhibit 15 shows the resulting LOS at the intersections under study. Intersection capacity analysis worksheets and a matrix showing the committed development and project trip distribution are provided in Appendix D. Page 21 • • Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix • Corridor Without Project With Project (a) (b) (c) (d) (e) (f) (9) (h) (i) (i) (k) • Existing Yr 2007 Committed 2007 Total Projected Future Future w/out Proj Project Total Future Future with Proj From To Dir Pers-Trip Bkg. Developmen Pers-Trip Transit Pers-Trip Pers-Trip Pers-Trip Pers-Trip Pers-Trip Pers-Trip Volumes Pers-Trip Pers-Trip Volumes Capacity Capacity v/c LOS Volume Volumes Capacity v/c LOS 1 % (b)+(c) (d)/(f) (d)+(h) ([)/(j) [1] [2] [3] [4] [5] [6] [4] [5] Brickell Avenue SE 4 Street SE 8 Street NB 2006 2046 475 2521 1448 6410 0.39 C 26 2547 6410 0.40 D SE 2566 2617 482 3100 -4 6466 0.48 D 18 3118 6466 0.48 D SE 8 Street SW 13 Road NB 2157 2200 200 2401 -4 5641 0.43 D 7 2408 5641 0.43 D SB 3262 3327 275 3602 -4 6601 0.55 D 5 3607 6601 0.55 D Miami Avenue Flagler Street SE 6 Street SB 849 866 254 1120 -30 5285 0.21 C 9 1129 5285 0.21 C SE 6 Street SE 8 Street NB 1421 1450 141 1591 -30 7576 0.21 C 13 1604 7576 0.21 C SE 8 Street SW 12 Street NB 1530 1561 121 1682 1452 9304 0.18 C 0 1682 9304 0.18 C SW 12 Street SW 13 Street NB 1530 1561 121 1682 1452 9304 0.18 C 0 1682 9304 0.18 C SE 7 Street Brickell Avenue SW 1 Avenue WB 2020 2061 247 2307 -28 5029 0.46 D 14 2321 5029 0.46 D SE 8 Street Brickell Avenue S Miami Avenue EB 1561 1592 308 1900 -28 5029 0.38 C 20 1920 5029 0.38 C S Miami Avenue SW 1 Avenue EB 1705 1739 316 2056 -58 5533 0.37 C 33 2089 5533 0.38 C Notes: [1] The Existing Person Trip Volume is obtained from Exhibit 5, column (j) [2] Year 2007 Background Person Trip Volume is derived by applying a 1 % growth factor to the existing person -trip volume [3] Projected Transit Capacity was obtained from the Downtown Miami DRI Increment II [4) The Total Future Peak Hour Person Trip Capacity is obtained by adding all modes of transportation (Exhibit 5, column (i)) and the projected transit capacity (Exhibit 12, column e) [5) The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C) [6) Project Person Trip Volumes are derived from Trip Generation Analysis • • SOUTH MIAMI AVE SE 5 ST Lc.° 30 /0 /0 BR/CKELL AVE SE 6 ST N.T.S. IN = 37 OUT = 26 PROJECT, BRICKELL STATION MUSP TITLE: PROJECT PM PEAK HOUR VEHICULAR VOLUMES EXHIBIT No. • 13 Page 23 • • SOUTH MIAMI AVE SE 5 ST 96 30 BRICKELL AVE 39 / 36 N.T.S. 5/ 7 Q N E EE 60 2 86 SE 6 ST /8 62 01 CID PROJECT: BRICKELL STATION MUSP TITLE: FUTURE WITH PROJECT PM PEAK HOUR VEHICULAR VOLUMES EXHIBIT No. 14 Page 24 Brickell Station MUSP Traffic Impact Study • • Exhibit 15 Future Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U LOS Future Without Project LOS Future With Project SE 5 Street / Brickell Avenue S B B SE 6 Street / Brickell Avenue U E E SE 6 Street / Miami Avenue U B B Source: DPA U= unsignalized S. signalized Note: LOS for unsignalized intersection is based on the delay of the stop controlled movements. Page 25 Brickell Station MUSP Traffic Impact Study • • 4.6 Site Access Primary access to the site is proposed on SE 5 Street via a two-way driveway. The project trips were assigned to the driveway and analyzed. Unsignalized HCS analysis results show adequate operations. The analysis worksheet is included in Appendix D. Page 26 Brickell Station MUSP Traffic Impact Study • 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of Brickell Station was performed in accordance with the approved methodology submitted to the city. Analysis of future (2007) traffic conditions with the project during the PM peak hour shows that the City of Miami's adopted Level of Service standards will not be exceeded. Adequate capacity during the PM peak hour is available to accommodate the proposed project trips within the study area at the intersections and on the transportation corridors segments analyzed. A traffic control measures plan has been developed for this project. The plan is included in Appendix F. musp report.doc Page 27 Appendix A Approved Transportation • Methodology Site Plan DAVID PLUMMER & ASSOCIATES, INC. • TRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL To: Affiliation: From: RE: cc: Facsimile Transmission Mr. Raj Shanmugam, PE URS Corporation Rita Carbonell Brickell Station - #05183 Fax #: (954) 739-1789 Phone #: (954) 739-1881 Date: August 5, 2005 Pages: 3 page(s), including cover Miranda Blogg, Lilia Medina, Carlos Rosso, Carlos Sardina, file REVISED The Related Group is pursuing City of Miami approvals for a residential project located west of Brickell Avenue between SE 5 and SE 6 Street in Miami, Florida. The project consists of approximately 230 residential dwelling units and 4,000 sf of retail. The subject site is located within the limits of the Downtown Miami Area -wide DRI. This will serve as our methodology for the subject MUSP traffic impact study. •Turning movement traffic counts will be collected during the PM (4:00-6:00) peak period at three major intersections in the immediate project vicinity. 1. Brickell Avenue / SE 5 Street 2. Brickell Avenue / SE 6 Street 3. Miami Avenue / SE 6 Street In addition to these intersections, we will analyze the project driveway(s). • Segment traffic volumes will be collected as 24 hour machine counts at the following locations: 1. Brickell Avenue between SE 4 Street and SE 13 Street 2. Miami Avenue between Flagler Street and SE 13 Street 3. SW/SE 7 Street between Brickell Avenue and 1-95 4. SW/SE 8 Street between Brickell Avenue and I-95 • Available Florida Department of Transportation (FDOT) counts will be consulted where appropriate. • Raw traffic counts will be adjusted to peak season (for the peak hour period). • The signal timing and phasing at the study signalized intersections will be obtained from Miami -Dade County. • Existing and future traffic conditions for the project area corridors will be established using the person -trip method. The methodology for this method is outlined in the Miami Comprehensive Neighborhood Plan. • 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com dra • Corridor capacity will be estimated using generalized vehicular capacities (converted to person -trips) from the FDOT LOS Manual, or other acceptable equivalent. • Project Traffic — project trip generation will be based on the calculation of person -trips consistent with the city of Miami Comprehensive Plan. Person -trips generated by the project will be established using the following procedure: 1. Determine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (ITE) Trip Generation rates or formulas. 2. Reduce gross vehicular trips by a vehicle occupancy adjustment based upon the use of the 1'TE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). 3. Reduce gross vehicular trips by a transit reduction based on projected modal splits. 4. Reduce gross vehicular trips by a pedestrian/bicycle reduction. 5. Establish the net external vehicle trips. 6. Convert the net external vehicle trips to person -trips using 1.4 persons per vehicle pursuant to City standards. 7. Convert the vehicular trips assigned to transit back to person -trips using 1.4 persons per vehicle pursuant to City standards. 8. Add together the project net external person -trips for the vehicle and transit modes. • Background Traffic. A growth factor consistent with historical annual growth in the area will be applied to the existing traffic volumes. • Committed Developments. Will be based on the July 2005 list of relevant projects provided by the city. Only projects that are approved and are either under construction or about to break ground will be included (see Attachment A). Committed development trips will also be converted to person -trips based on the methodology described above. • Highway Capacity Software (HCS) based on the 2000 Highway Capacity Manual (HCM) will be used for existing and future intersection capacity analysis. Project and committed development net external vehicle trips (adjusted for transit, pedestrian and occupancy as described above) will be used for the intersection capacityanalysis. Intersection capacity analyses will be performed at the three study intersections and the proposed project driveway(s). • Trip Assignment. Net new external project traffic will be assigned to the adjacent street network using the appropriate cardinal distribution from the Metro -Dade Long Range Transportation Plan Update, published by the Metropolitan Planning Organization. Normal traffic patterns will also be considered when assigning project trips. • Per Section 14.182d of the City of Miami Code, a Transportation Control Measures Plan will be included in the report. If you have any questions you can contact me at (305) 447-0900. traffic_meth_fax (2).doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com dPa NW / ST FL AGLER ST SE l ST SW 7 ST SE 2 ST SE 3 ST SE 6 ST Q PROJEC T SITE SW 8 ST SW 9 ST SW /0 ST SW /2 ST SW 13 ST SW 11 ST SW 14 ST Oki Siy Q SE l SE 4 ST S S7 N.T.S. BRICKELL KEY LEGEND 1 - COLUMBUS TOWER 2 - 500 BRICKELL 3 - BEACON AT BRICKELL VILLAGE 4 - BRICKELL ON THE RIVER 5 - DUPONT TOWERS 6-LYNX 7 - MET MIAMI PARCELS B, C, & D 8 - ONE MIAMI k4a PROJECT: BRICKELL STATION MUSP TITLE: COMMITTED DEVELOPMENTS ATTACHMENT A • • • OVERHANG RETAIL A K13621 FIRE COMM. LOBBY 3 TV/ CABLE ARCADE — SERVICE LOBBY ARCADE 10. SIGH FORE WAY 12X 35' LOADING 12 LOADING 12. X Dr LOADING r S77.11.28"E 154.71 (E.A. RETAIL TRASH TRASH STOW 0' SIGHT INE TRANSFORMER VAULT ARCADE 1477°0644W 138.411, (F.A.) 500 BRICKELL PROJECT AS APPROVED BY: R-04-0420 AS AMMENDED THE RELATED GROUP OF FLORIDA 2828 CORAL WAY MIAMI, FLORIDA 33145 305460.9900 lel 305.460.9911 fax www.relMedgroup.com Project 4: 2342 BR CKELL STATION MIAMI, FLORIDA AkillitECTONICA Klaa • Appendix B Traffic Counts Signal Timings • • Raw Traffic Counts • 0 SE 5TH STREET & BRIC%ELL AVENUE MIANI, FLORIDA COUNTED BY: S. MALONE A I. GONZALEZ •GNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 P11 (561) 272-4381 ALL VEHICLES Site Code : 00050215 Start Date: 08/10/05 File I.D. : SESSBRIC Page : 1 BRICKELL AVENUE From North Right Thru UTurn Left Date 08/10/05 16:00 19 252 5 16:15 15 230 0 16:30 7 253 4 16:45 7 261 0 Hr Total 48 996 9 17:00 8 284 0 17:15 15 338 0 17:30 10 341 2 17:45 9 309 4 Hr Total 42 1272 6 SE 5TH STREET From East Right Thru UTurn Left BRICKELL AVENUE From South Right Thru UTurn Left SE 5TH STREET From Nest Right Thru UTurn Left Total 1 1 0 0 2 2 1 0 0 3 4 1 0 4 5 246 1 0 0 2 4 255 3 0 0 1 2 226 2 1 0 1 1 211 10 2 0 8 12 938 1 0 0 5 4 268 1 0 0 5 2 314 5 0 0 3 2 285 0 0 0 5 4 292 7 0 0 18 12 1159 0 1 0 1 2 4 12 7 7 30 0 7 2 13 0 8 0 5 2 33 13 11 16 10 50 13 15 23 15 66 2 0 8 1 0 .6 0 1 7 0 0 5 3 1 26 0 0 0 0 0 0 0 0 0 13 13 12 14 52 564 539 527 507 2137 605 719 691 657 2672 *TOTAL* 90 2268 15 5 • • 17 2 0 26 1 24 2097 4 63 1 116 3 1 78 I 4809 SE 5TH STREET & BRICKBLL AVENUE • MIAMI, FLORIDA OUHTED BY: S. MALONE & I. GONZALEZ IlliNALIZBD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAI (561) 272-4381 ALL VEHICLES Site Code : 00050215 Start Date: 08/10/05 File I.D. : SB5SBRIC Page : 2 BRICKBLL AVENUE From North SE 5TH STREET From East Right Thru UTurn Left Right Thru UTurn Date 08/10/05 Peak Hour Analysis By Entire Intersection for Peak start 17:00 Volume 42 1272 6 3 Percent 3% 96% 0% 0% Pk total 1323 Highest 17:15 Volume 15 338 0 1 Hi total 354 PHF .93 SE 5TH STREET 35 0 42 77 52 52 1 0 66 66 0 • Left BRICKELL AVENUE From South Right Thru UTuro Left SE 5TH STREET From West Right Thru UTurn Left Total the Period: 16:00 to 18:00 on 08/10/05 17:00 17:00 7 0 0 18 12 1159 28% 0% 0% 72% 1% 96% 25 1206 17:30 17:15 5 0 0 3 2 314 8 331 .78 .91 42 42 BRICKELL AVENUE • 1,272 1,272 — 1,323 95 118 9 9 2,541 17:00 2 33 66 0 0 52 0% 3% 56% 0% 0% 44% 118 17:30 2 13 23 0 0 12 35 .84 52 1,159 7 1,218 ALL VEHICLES Intersection Total 2,672 18 1,272 66 1,356 2,562 35 35 BRICKELL AVENUE 4 25 1, 206 • 1,159 1,159 0 0 7 7 0 0 18 18 21 SE 5TH STREET 9 0 12 SE 5TH STREET & BRICIELL AVENUE NIANI, FLORIDA Ili NTBD BY: S. MALONE & I. GONZALBZ NALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAR (561) 272-4381 PEDESTRIANS Site Code : 00050215 Start Date: 08/10/05 File I.D. : SESSBRIC Page : 1 BRICEELL AVENUE From North Peds Right Thru Left Date 08/10/05 16:00 2 0 0 16:15 10 0 0 16:30 4 0 0 16:45 2 0 0 Hr Total 18 0 0 17:00 2 0 0 17:15 4 0 0 17:30 1 0 0 17:45 6_ 0 0 Hr Total 13 0 0 0 0 0 0 0 0 0 0 0 0 SE 5TH STREET From East Peds Right Thru Left BRICKELL AVENUE From South Peds Right Thru Left SE 5TH STREET From West Peds Right Thru Left Total 1 7 7 1 16 2 5 3 6 16 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 0 3 0 1 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 13 10 2 26 3 1 1 6 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 31 23 5 63 7 13 6 18 44 *TOTAL* 31 0 0 0 1 32 • 0 0 0 1 0 0 01 37 0 0 0 I 107 (c;ret,,, SE 5S`f 411 i SE SSr r, VitiooAki. FLori, ci v4utst l o � Zoo 5 clY0.wto .=S8(0Uonzl4eZ- Si g n0.Li zed SE 6TH STREET & BRICRBLL AVENUE MIAMI, FLORIDA COUNTED BY: ANGEL RIVBRA 11110 SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00050215 Start Date: 08/10/05 File I.D. : SE6 BRIO Page : 1 BRICRBLL AVENUE From North Right Thru Date 08/10/05 BRICRBLL AVENUE From South Thru UTurn Left SE 6TH STREET From West Right UTurn Left Total 16:00 1 269 252 11 12 16:15 5 238 268 12 13 16:30 4 263 229 10 8 16:45 1 275 207 8 9 Hr Total 11 1045 956 41 42 17:00 5 290 277 19 11 17:15 1 361 332 23 6 17:30 1 366 296 13 12 17:45 4 340 293 15 10 Hr Total 11 1357 1198 70 39 19 0 6 13 0 3 19 0 3 15 0 6 66 0 18 16 0 4 6 0 4 21 0 1 9 0 7 52 0 16 570 552 536 521 2179 622 733 710 676 2743 *TOTAL* 22 2402 I 2154 111 81 I 118 0 34 1 4922 SE 6TH STREET & BRICKBLL AVENUE NIAMI, FLORIDA UNTBD BY: ANGEL RIVRRA SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00050215 Start Date: 08/10/05 File I.D. : SE6 BRIO Page : 2 BRICKBLL AVENUE From North Right Thru Date 08/10/05 BRICKBLL AVENUE From South Thru UTurn Left SE 6TH STREET From West Right UTurn Left Total Peak Hour Analysis By Entire Peak start 17:00 Volume 11 1357 Percent 1% 99% Pk total 1368 Highest 17:30 Volume 1 366 Hi total 367 PHF .93 Intersection 17:00 1198 70 92% 5% 1307 17:15 332 23 361 .91 0 0 • [ 1. SE 6TH STREET 109 0 120 11 16 16 1 for the Period: 16:00 to 1 :00 on 08/10/05 17:00 39 52 0 16 3% 76% 0% 24t 68 17:30 6 21 0 1 22 .77 11 BRICKELL AVENUE • 1,357 1,357 1,368 0 88 0 68 52 • 52 2,582 16 1,198 0 1,214 • ALL VEHICLES Intersection Total 2,743 0 1,357 52 1,409 2,716 109 109 BRICKELL AVENUE 1,307 • 1,198 1,198 0 0 0 SE 6TH STREET & BRICKELL AVENUE MIAMI, FLORIDA IlliiUNTED BY: ANGEL RIVERA SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00050215 Start Date: 08/10/05 Pile I.D. : SB6 BRIC Page : 1 BRICKELL AVENUE From North Peds Right Date 08/10/05 16:00 0 0 16:15 2 0 16:30 0 0 16:45 0 0 Rr Total 2 0 17:00 17:15 17:30 17:45 Br Total 0 1 0 0 1 0 0 0 0 0 BRICKELL AVENUE From South Peds Thru Left SE 6TH STREET From West Peds Right Left Total 3 1 3 0 7 5 2 2 6 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 12 13 0 0 16 10 0 0 13 8 0 0 8 40 0 0 49 5 0 0 10 4 0 0 7 4 0 0 6 14 0 0 20 27 0 0 43 *TOTAL* 3 0 I 22 • • 0 01 67 0 0I 92 1 i ( Vt&tOlwt-t Lo(i & fkv43(otst- 10 (2. 0o clja.wik (o : is ro C-lortz Le.Z vut si9 ria z.ec1 • ti\forl[14 SE 6TH STREET & SOUTH MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: SAMANTHA PALOMINO 411, SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050215 Start Date: 08/10/05 File I.D. : SE6 MIAM Page : 1 SOUTH MIAMI AVENUE From North Peds Right Date 08/10/05 16:00 16:15 16:30 16:45 Hr Total 17:00 17:15 17:30 17:45 Hr Total 2 0 0 1 3 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 Thru Left SR 6TH STREET From East Peds Right Thru Left SOUTH MIAMI AVENUE From South Peds Right Thru Left SB 6TH STREET From West Vehicle Peds Right Thru Left Total 123 96 91 105 415 111 134 128 142 515 0 0 0 0 0 0 0 0 0_ 0 5 18 1 14 1 12 1 14 8 58 0 14 2 7 1 9 2 9 5 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 3 5 14 0 0 0 2 2 15 7 11 9 42 16 4 8 11 39 82 63 78 64 287 108 100 84 114 406 0 0 0 0 0 0 0 2 2 0 0 3 3 244 0 0 1 0 181 1 0 1 0 193 0 0 1 1 194 1 0 6 4 812 0 0 0 1 250 0 0 0 0 245 0 0 0 0 229 0 0 2 0 280 0 0 2 1 1004 *TOTAL* 5 0 930 • • 0 1 13 97 0 0 1 16 81 693 2 1 0 8 5 1816 SE 6TH STREET & SOUTH MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: SAMANTHA PALOMINO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050215 Start Date: 08/10/05 File I.D. : SE6_MIAM Page : 2 SOUTH MIAMI AVENUE From North Peds Right Thru Left Date 08/10/05 SE 6TH STREET From Bast Peds Right Thru Left SOUTH MIAMI AVENUE From South Peds Right Thru Left SE 6TH STREET From West Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 08/10/05 Peak start 17:00 17:00 17:00 Volume 0 515 0 39 0 0 - 39 406 Percent 01 1001 0$ 100$ 0% 0$ 91 91$ Pk total 515 39 Highest 17:45 17:00 Volume 0 142 0 - 14 0 0 Hi total 142 14 127 PHF .91 .70 .88 SE 6TH STREET 2 0 0 2 1 1 2 0 2 3 0 • 0 0 SOUTH MIAMI AVENUE 515 515 515 0 0 961 2 0% 447 17:45 11 114 2 1 406 39 446 • ALL VEHICLES & PEDS Intersection Total 1,004 0 515 0 515 962 2 2 8 39 SOUTH MIAMI AVENUE 447 39 17:00 0 2 1 0$ 67% 33% 3 17:45 2 .38 0 2 0 39 39 0 0 0 0 41 SE 6TH STREET 2 2 0 2 39 • I So 60Z t Miami fiLo((dO A�tll Ul&t I o1 2o06- c-lfawa :Isidro Eon2t1ez_. vurt signauze<i 1 Traffic Survey Specialists, Inc. 624 Gardenia Terrace 0 Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ****************************************************************************** Data File : D0811004.PRN Station : 000000080804 Identification : 000058410148 Interval : 15 minutes Start date : Aug 11, 05 Start time : 00:00 Stop date : Aug 11, 05 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : Brickell Avenue South of SW 8 Street ******************************************************************************* Aug 11 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 60 23 15 9 5 18 34 131 230 277 228 200 30 39 20 8 9 7 18 58 151 206 237 187 208 45 35 17 7 4 9 26 114 198 321 261 222 237 00 32 18 7 7 12 41 119 233 264 223 219 230 Hr Total 166 78 37 29 33 103 325 713 1021 998 856 875 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 276 254 259 217 228 272 259 214 165 161 139 129 30 276 265 205 271 231 269 230 207 169 158 131 94 45 261 182 183 236 224 284 229 197 161 151 117 99 00 282 292 179 204 207 253 233 182 164 125 133 115 Total 1095 993 826 928 890 1078 951 800 659 595 520 437 Hour Total : 15006 AM peak hour begins : 08:30 AM peak volume : 1099 Peak hour factor : 0.86 PM peak hour begins : 12:00 PM peak volume : 1095 Peak hour factor : 0.97 ******************************************************************************* Aug 11 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 59 23 14 10 10 27 50 140 219 288 301 198 30 57 25 20 22 9 16 74 149 223 191 223 326 45 45 26 11 9 12 24 110 188 227 251 384 286 00 44 24 6 8 13 53 141 206 300 242 278 316 Hr Total 205 98 51 49 44 120 375 683 969 972 1186 1126 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- 15 278 334 289 328 325 372 394 259 213 189 149 114 30 319 304 274 238 285 351 362 273 199 152 162 92 45 321 258 250 291 268 325 368 226 175 157 135 89 00 284 299 305 310 298 371 329 235 191 172 154 101 --- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 1202 1195 1118 1167 1176 1419 1453 993 778 670 600 396 24 Hour Total : 18045 AM peak hour begins : 11:15 AM peak volume : 1206 Peak hour factor : 0.92 PM peak hour begins : 17:45 PM peak volume : 1495 Peak hour factor : 0.95 ******************************************************************************* . Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ****************************************************************************** Data File : D0811004.PRN Station : 000000080804 Identification : 000058410148 Interval : 15 minutes Start date : Aug 11, 05 Start time : 00:00 Stop date : Aug 11, 05 Stop time : 24:00 City/Town. : Miami, Florida County : Dade Location : Brickell Avenue South of SW 8 Street ******************************************************************************* Aug 11 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 119 46 29 19 15 45 84 271 449 565 529 398 30 96 45 28 31 16 34 132 300 429 428 410 534 45 80 43 18 13 21 50 224 386 548 512 606 523 00 76 42 13 15 25 94 260 439 564 465 497 546 Hr Total 371 176 88 78 77 223 700 1396 1990 1970 2042 2001 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 554 588 548 545 553 644 653 473 378 350 288 243 30 595 569 479 509 516 620 592 480 368 310 293 186 45 582 440 433 527 492 609 597 423 336 308 252 188 00 566 591 484 514 505 624 562 417 355 297 287 216 Hr Total 2297 2188 1944 2095 2066 2497 2404 1793 1437 1265 1120 833 110Hour Total : 33051 AM peak hour begins : 11:30 AM peak volume : 2218 Peak hour factor : 0.93 PM peak hour begins : 17:15 PM peak volume : 2506 Peak hour factor : 0.96 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************* Data File : D0811003.PRN Station : 000000080803 Identification : 000058410190 Interval : 15 minutes Start date : Aug 11, 05 Start time : 00:00 Stop date : Aug 11, 05 Stop time : 24:00 City/Town : Miami, Florida County Dade Location : South Miami Avenue North of SE 6 Street Aug 11 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 0 0 0 6 1 4 14 54 84 105 72 49 30 8 1 0 2 5 4 24 59 105 86 56 89 45 1 0 0 5 5 6 38 65 87 74 73 65 00 0 0 2 1 1 13 53 64 111 72 76 55 Hr Total 9 1 2 14 12 27 129 242 387 337 277 258 End Time 12 13 14 15 16 17 18 19 20 21 22 • 23 ---- ---- =--- ---- ---- ---- ---- ---- ---- ---- ---- 15 79 103 92 123 73 117 98 65 6 2 1 2 30 89 93 98 112 71 125 101 52 2 3 1 1 45 79 71 69 98 83 112 68 25 10 2 4 6 00 71 81 113 87 80 127 73 8 7 5 1 3 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Total 318 348 372 420 307 481 340 150 25 12 7 12 Hour Total : 4487 AM peak hour begins : 08:15 AM peak volume 408 Peak hour factor : 0.92 PM peak hour begins : 17:00 PM peak volume : 481 Peak hour factor : 0.95 ******************************************************************************* Aug 11 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06. 07 08 09 10 11 ---- ---- ---- ---- ---- 15 7 2 1 6 2 2 24 56 90 113 106 47 30 8 6 5 3 3 2 27 74 115 105 62 127 45 10 6 1 2 2 10 28 58 97 123 105 79 00 3 4 2 2 3 25 48 78 101 100 64 96 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 28 18 9 13 10 39 127 266 403 441 337 349 End Time 12 13 14 15 16 17 18 19 20 21 22 23 --- ---- ---- ---- ---- ---- ---- 15 87 70 75 88 89 99 111 62 50 20 15 15 30 96 98 78 85 86 142 97 51 27 14 19 17 45 98 80 30 95 87 134 79 47 19 20 14 14 00 88 87 108 94 102 131 67 52 31 19 20 13 -- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 369 335 291 362 364 506 354 212 127 73 68 59 24 Hour Total : 5160 AM peak hour begins : 08:45 AM peak volume : 442 Peak hour factor : 0.90 PM peak hour begins : 17:15 PM peak volume : 518 Peak hour factor : 0.91 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia.Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************* Data File : D0811003.PRN Station 000000080803 Identification : 000058410190 Interval : 15 minutes Start date : Aug 11, 05 Start time : 00:00 Stop date :.Aug 11, 05 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : South Miami Avenue North of SE 6 Street ******************•************************************************************* Aug 11 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 7 2 1 12 3 6 38 110 174 218 178 96 30 16 7 5 5 8 6 51 133 220 191 118 216 45 11 6 1 7 7 16 66 123 184 197 178 144 00 3 4 4 3 4 38 101 142 212 172 140 151 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 37 19 11 27 22 66 256 508 790 778 614 607 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 166 173 167 211 162 216 209 127 56 22 16 17 30 185 191 176 197 157 267 198 103 29 17 20 18 45 177 151 99 193 170 246 147 72 29 22 18 20 00 159 168 221 181 182 258 140 60 38 24 21 16 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Total 687 683 663 782 671 987 694 362 152 85 75 71 Hour Total : 9647 AM peak hour begins : 08:15 AM peak volume : 834 Peak hour factor : 0.95 PM peak hour begins : 17:00 PM peak volume : 987 Peak hour factor : 0.92 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace 0 Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 *•***************************************************************************** Data File : D0811005.PRN Station : 000000080802 Identification : 000110252127 .Interval : 15 minutes Start date Aug 11, 05 Start time 00:00 Stop date : Aug 11, 05 Stop time ': 24:00 City/Town : Miami, Florida County Dade Location : SW 7 Street West of Miami Avenue ******************************************************************************* Aug 11 Westbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 - ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 53 27 16 11 4 17 32 101 138 157 216 176 30 58 26 16 10 9 19 42 93 174 168 160 259 45 54 24 10 6 8 22 53 124 187 160 184 254 00 28 18 10 10 10 30 74 136 186 161 218 235 Hr Total 193 95 52 37 31 88 201 454 685 646 778 924 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 275 285 269 297 297 393 351 259 198 145 126 125 30 285 307 238 296 247 384 300 201 152 159 135 127 45 288 245 261 265 311 382 281 181 172 157 113 87 00 258 268 258 251 266 389 262 191 158 164 122 94 ---- ---- ---- ---- ---- ---- ----- ---- ---- ---- ---- Total 1106 1105 1026 1109 1121 1548 1194 832 680 625 496 433 410 Hour Total : 15459 AM peak hour begins : 11:30 AM peak volume : 1049 Peak hour factor : 0.91 PM peak hour begins : 17:00 PM peak volume : 1548 Peak hour factor : 0.98 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace 41, Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ****************************************************************************** Data File : D0811006.PRN Station : 000000080801 Identification : 000110252041 Interval : 15 minutes Start date : Aug 11, 05 Start time : 00:00 Stop date Aug 11, 05 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : SW 8th Street West of South Miami Avenue ******************************************************************************* Aug 11 Eastbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 49 22 15 15 11 25 88 266 422 474 363 251 30 52 27 25 21 13 26 167 274 426 349 309 327 45 57 23 18 16 12 47 217 320 423 348 301 325 00 35 18 11 8 13 79 259 341 457 353 288 316 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 193 90 69 60 49 177 731 1201 1728 1524 1261 1219 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 345 377 268 268 257 230 251 201 155 141 113 97 30 352 343, 296 232 198 231 203 167 162 139 129 103 45 343 299 265 249 203 260 251 181 125 148 122 91 00 315 286 294 262 244 293 211 185 134 112 137 68 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Total 1355 1305 1123 1011 902 1014 916 734 576 540 501 359 Hour Total : 18638 AM peak hour begins : 08:15 AM peak volume : 1780 Peak hour factor : 0.94 PM peak hour begins : 12:15 PM peak volume : 1387 Peak hour factor : 0.92 ******************************************************************************* • Adjusted Traffic Counts • • • • DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Brickell Station Project Number: Count Date: Day of Week: Wednesday 05183 Brickell Avenue / SE 5 Street 08/10/05 Traffic Survey Specialists, Inc. Brickell Avenue SE 5 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 4 246 5 255 6 252 19 277 8 2 13 23 4 1 4 9 564 04:15 PM 04:30 PM 13 255 4 272 1 230 15 246 6 1 11 18 2 0 1 3 539 04:30 PM 04:45 PM 7 226 2 235 4 253 7 264 8 0 16 24 1 0 3 4 527 04:45 PM 05:00 PM 8 211 1 220 0 261 7 268 5 0 10 15 1 1 2 4 507 05:00 PM 05:15 PM 7 268 4 279 2 284 8 294 13 0 13 26 5 0 1 6 .1 05:15 PM 05:30 PM 15 314 2 331 1 338 15 354 13 0 15 28 5 0 1 05:30 PM 05:45 PM 8 285 2 295 2 341 10 353 12 0 23 35 3 0 5 05:45 PM 06:00 PM 5 292 4 301 4 309 9 322 14 0 15 29 5 0 0 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Brickell Avenue SE 5 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 35 1090 12 1,138 10 1179 47 1,237 41 2 60 103 14 1 9 23 2,501 PEAK HOUR FACTOR 0.83 0.84 0.71 0.63 0.93 Note: 2005 FDOT Seasonal Weekly Volume Factor = 1.04 Brickell Ave SE 5 St.xls • • • DAVID PLUMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Brickell Station Project Number: Count Date: Day of Week: Wednesday 05183 Brickell Avenue / SE 6 Street 08/10/05 Traffic Survey Specialists, Inc. Brickell Avenue SE 6 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND S BOUND GRAND L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 04:00 PM 04:15 PM 23 252 0 275 0 269 1 270 6 0 19 25 0 0 0 0 570 04:15 PM 04:30 PM 25 268 0 293 0 238 5 243 3 0 13 16 0 0 0 0 552 04:30 PM 04:45 PM 18 229 0 247 0 263 4 267 3 0 19 22 0 0 0 0 536 04:45 PM 05:00 PM 17 207 0 224 0 275 1 276 6 0 15 21 0 0 0 0 521 05:00 PM 05:15 PM 30 277 0 307 0 290 5 295 4 0 16 20 0 0 0 0 622 05:15 PM 05:30 PM 29 332 0 361 0 361 1 362 4 0 6 10 0 0 0 0 733 05:30 PM 05:45 PM 25 296 0 321 0 366 1 367 1 0 21 22 0 0 0 0 710 05:45 PM 06:00 PM 25 293 0 318 0 340 4 344 7 0 9 16 0 0 0 0 678 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Brickell Avenue SE 6 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 100 1120 0 1,220 0 1249 11 1,260 18 0 61 79 • 0 0 0 0 2,559 PEAK HOUR FACTOR 0.81 0.83 0.76 N/A 0.94 Note: 2005 FDOT Seasonal Weekly Volume Factor = 1.04 Brickell Ave_SE 6 St.xls • • • DAVID PLUMMER 8 ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Brickell Station Project Number: Count Date: Day of Week: Wednesday 05183 South Miami Avenue / SE 6 Street 08/10/05 Traffic Survey Specialists, Inc. South Miami Avenue SE 6 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EAS BO ND WESTBOUND GRAND TOTAL L T R TOTAL L I T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 0 82 15 97 0 123 0 123 3 3 0 6 0 0 18 18 244 04:15 PM 04:30 PM 0 63 7 70 0 96 0 96 0 1 0 1 0 0 14 14 181 04:30 PM 04:45 PM 0 78 11 89 0 91 0 91 0 1 0 1 0 0 12 12 193 04:45 PM 05:00 PM 0 64 9 73 0 105 0 105 1 1 0 2 0 0 14 14 194 05:00 PM 05:15 PM 0 108 16 124 0 111 0 111 1 0 0 1 0 0 14 14 250 05:15 PM 05:30 PM 0 100 4 104 0 134 0 134 0 0 0 0-- 0 0 7 7 245 05:30 PM 05:45 PM 0 84 8 92 0 128 0 128 0 0 0 0 0 0 9 9 229 05:45 PM 06:00 PM 2 114 11 127 0 142 0 142 0 2 0 2 0 0 9 9 280 AVERAGE PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS South Miami Avenue SE 6 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM 06:00 PM 1 360 42 404 0 484 0 484 3 4 0 7 0 0 50 50 944 PEAK HOUR FACTOR 0.76 0.82 0.27 0.67 0.90 Note: 2005 FDOT Seasonal Weekly Volume Factor = 1.04 S Miami Ave_SE 6 St.xls • • • DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Brickell Station Brickell Avenue South of SE 8 Street Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 60 39 35 32 166 01:00 AM 23 20 17 18 78 02:00 AM 15 8 7 7 37 03:00 AM 9 9 4 7 29 04:00 AM 5 7 9 12 33 05:00 AM 18 18 26 41 103 06:00 AM 34 58 114 119 325 07:00 AM 131 151 198 233 713 08:00 AM 230 206 321 264 1,021 09:00 AM 277 237 261 223 998 10:00 AM 228 187 222 219 856 11:00 AM 200 208 237 230 875 12:00 PM 276 276 261 282 1,095 01:00 PM 254 265 182 292 993 02:00 PM 259 205 183 179 826 03:00 PM 217 271 236 204 928 _04:00 PM 228 231 224 207 890 05:00 PM 272 269 284 253 1,078 06:00 PM 259 230 229 233 951 07:00 PM 214 207 197 182 800 08:00 PM 165 169 161 164 659 09:00 PM 161 158 151 125 595 10:0o PM 139 131 117 133 520 11:00 PM 129 94 99 115 437 24-HOUR TOTAL 15,006 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: Count Date: BEGIN TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 59 57 45 44 205 01:00 AM 23 25 26 24 98 02:00 AM 14 20 11 6 51 03:00 AM 10 22 9 8 49 04:00 AM 10 9 12 13 44 05:00 AM 27 16 24 53 120 06:00 AM 50 74 110 141 375 07:00 AM 140 149 188 206 683 08:OOAM 219 223 227 300 969 09:00 AM 288 191 251 242 972 10:00 AM 301 223 384 278 1,186 11:00 AM 198 326 286 316 1,126 12:00PM 278 319 321 284 1,202 01:00PM 334 304 258 299 1,195 02:00 PM 289 274 250 305 1,118 03:00 PM 328 238 291 310 1,167 04:00 PM 325 285 268 298 1,176 05:00 PM 372 351 _ 325 371 1,419 06:00 PM 394 362 368 329 1,453 07:00 PM 259 273 226 235 993 08:00 PM 213 199 175 191 778 09:00 PM 189 152 157 172 670 10:00 PM 149 162 135 154 600 11:00 PM 114 92 89 101 396 24-HOUR TOTAL 18,045 DAILY TRAFFIC COUNT SUMMARY Time: 08:30 AM Volume: 1,099 Time: 12:00 PM Volume: 1,095 AM Peak Hour: PM Peak Hour: AM Peak Hour: PM Peak Hour: NORTHBOUND AND SOUTHBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 11:45 AM 6.9 % 54.2% SB 05:15 PM 7.6°/ 57.5% SB 05183 08/11/05 TWO-WAY TOTAL 371 176 88 78 77 223 700 1,396 1,990 1,970 2,042 2,001 2,297 2,188 1,944 2,095 2,066 2,497 2,404 1,793 1,437 1,265 1,120 833 33,051 Time:. 11:45 AM Volume: 1,234 Time: 05:45 PM Volume: 1,495 Volume: 2,277 PHF: 0.96 Volume: 2,506 PHF: 0.96 Brickell Ave S of SE 8 St.xls • • • DAVID PLUMMER 8 ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Brickell Station South Miami Avenue North of SE 6 Street Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 0 8 1 0 9 01:OOAM 0 1 0 0 1 02:00 AM 0 0 0 2 2 03:00 AM 6 2 5 1 14 04:00 AM 1 5 5 1 12 05:00 AM 4 4 6 13 27 06:00 AM 14 24 38 53 129 07:00 AM 54 59 65 64 242 08:00 AM 84 105 87 111 387 09:00 AM 105 86 74 72 337 10:00 AM 72 56 73 76 277 11:00 AM 49 89 65 55 258 12:00 PM 79 89 79 71 318 01:00 PM 103 93 71 81 348 02:00 PM 92 98 69 113 372 03:00 PM 123 112 98 87 420 04:00 PM 73 71 83 80 307 05:00 PM 117 125 112 127 481 06:00 PM 98 101 68 73 340 07:00 PM 65 52 25 8 150 08:00 PM 6 2 10 7 25 09:00 PM 2 3 2 5 12 10:00 PM 1 1 4 1 7 11:00 PM 2 1 6 3 12 24-HOUR TOTAL 4,487 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: 05183 Count Date: 08/11/05 BEGIN TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 7 8 10 3 28 01:00 AM 2 6 6 4 18 02:00 AM 1 5 1 2 9 03:00 AM 6 3 2 2 13 04:00 AM 2 3 2 3 10 05:00 AM 2 2 10 25 39 06:00 AM 24 27 28 48 127 07:00 AM 56 74 58 78 266 08:00 AM 90 115 97 101 403 09:00 AM 113 105 123 100 441 10:00 AM 106 62 105 64 337 11:00 AM 47 127 79 96 349 12:00 PM 87 96 98 88 369 01:00 PM 70 98 80 87 335 02:00 PM 75 78 30 108 291 03:00 PM 88 85 95 94 362 04:00 PM 89 86 87 102 364 05:00 PM 99 142 134 131 506 06:00 PM 111 97 79 67 354 07:00 PM 62 51 47 52 212 08:00 PM 50 27 19 31 127 09:00 PM 20 14 20 19 73 10:00 PM 15 19 14 20 68 11:00 PM 15 17 14 13 59 24-HOUR TOTAL 5,160 DAILY TRAFFIC COUNT SUMMARY Time: 08:15 AM Volume: 408 Time: 05:00 PM Volume: 481 AM Peak Hour: PM Peak Hour: TWO-WAY TOTAL 37 19 11 27 22 66 256 508 790 778 614 607 687 683 663 782 671 987 694 362 152 85 75 71 9,647 AM Peak Hour: Time: 08:45 AM Volume: 442 PM Peak Hour: Time: 05:15 PM Volume: 518 NORTHBOUND AND SOUTHBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 08:15 AM 8.6% 51.1% SB 05:00 PM 10.2% 51.3% SB Volume: 834 PHF: 0.95 Volume: 987 PHF: 0.92 S Miami Ave N of SE 6 St.xls • • • DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Brickell Station SW 7 Street West of South Miami Avenue Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 0 0 0 0 0 01:00 AM 0 0 0 0 0 02:00 AM 0 0 0 0 0 03:00 AM 0 0 0 0 0 04:00 AM 0 0 0 0 0, 05:00 AM 0 0 0 0 0 06:00 AM 0 0 0 0 0 07:00 AM 0 0 0 0 0 08:00 AM 0 0 0 0 0 09:00 AM 0 0 0 0 0 10:00 AM 0 0 0 0 0 11:00 AM 0 0 0 0 0 12:00 PM 0 0 0 0 0 01:00 PM 0 0 0 0 0 02:00 PM 0 0 0 0 0 03:00 PM 0 0 0 0 0 04:00 PM 0 0 0 0 0 05:00PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 08:00 PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 10:00PM 0 0 0 0 0 11:00PM 0 0 0 0 0 24-HOUR TOTAL 0 EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND r 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 53 58 54 28 193 01:00 AM 27 26 24 18 95 02:00 AM 16 16 10 10 52 03:00 AM 11 10 6 10 37 04:00 AM 4 9 8 10 31 05:00 AM 17 19 22 30 88 06:00 AM 32 42 53 74 201 07:00 AM 101 93 124 136 454 08:00 AM 138 174 187 186 685 09:00 AM 157 168 160 161 646 10:00 AM 216 160 184 218 778 11:00 AM 176 259. 254 235 924 12:OOPM 275 285 288 258 1,106 01:00PM 285 307 245 268 1,105 02:00 PM 269 238 261 258 1,026 03:00PM 297 296 265 251 1,109 04:00 PM 297 247 311 266 1,121 05:00 PM 393 384 382 389 1,548 06:00 PM 351 300 281 262 1,194 07:00 PM 259 201 181 191 832 08:00 PM 198 152 172 158 680 09:00 PM 145 159 157 164 625 10:00 PM 126 135 113 122 496 11:00 PM 125 127 87 94 433 24-HOUR TOTAL 15,459 DAILY TRAFFIC COUNT SUMMARY 05183 08/11/05 TWO-WAY TOTAL 193 95 52 37 31 88 201 454 685 646 778 924 1,106 1,105 1,026 1,109 1,121 1,548 1,194 832 680 625 496 433 15,459 AM Peak Hour: Time: 12:00 AM Volume: 0 AM Peak Hour: Time: 11:45 AM Volume: 1,083 PM Peak Hour: Time: 12:00 PM Volume: 0, PM Peak Hour: Time: 05:00 PM Volume: 1,548 AM Peak Hour: PM Peak Hour: EASTBOUND AND WESTBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 11:45 AM 7.0% 100.0% WB 05:00 PM 10.0% 100.0% WB Volume: 1,083 PHF: 0.94 Volume: 1,548 PHF: 0.98 SW 7 St W of S Miami Ave.xls • DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS Brickell Station SW 8 Street West of South Miami Avenue Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 49 52 57 35 193 01:00 AM 22 27 23 18 90 02:00 AM 15 25 18 11 69 _03:00 AM 15 21 16 8 60 04:00 AM 11 13 12 13 49 05:00 AM 25 26 47 79 177 06:00 AM 88 167 217 259 731 07:00 AM 266 274 320 341 1,201 08:00 AM 422 426 423 457 1,728 09:00 AM 474 349 348 353 1,524 10:ooAM 363 309 301 288 1,261 1 1:oo AM 251 327 325 316 1,219 12:00 PM 345 352 343 315 1,355 01:00 PM 377 343 299 286 1,305 02:00 PM 268 296 265 294 1,123 03:00 PM 268 232 249 262 1,011 04:00 PM 257 198 203 244 902 05:00 PM 230 231 260 293 1,014 06:00 PM 251 203 251 211 916 07:00 PM 201 167 181 185 734 08:00 PM 155 162 125 134 576 09:00 PM 141 139 148 112 540 10:0o PM 113 129 122 137 501 11:00 PM 97 103 91 68 359 24-HOUR TOTAL 18,638 AM Peak Hour: PM Peak Hour: EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 0 0 0 0 0 01:00AM 0 0 0 0 0 02:00 AM 0 0 0 0 0 03:00 AM 0 0 0 0 0 04:00 AM 0 0 0 0 0 05:00 AM 0 0 0 0 0 06:00 AM 0 0 0 0 0 07:00 AM 0 0 0 0 0 08:00 AM 0 0 0 0 0 09:00 AM 0 0 0 0 0 10:00 AM 0 0 0 0 0 11:00 AM 0 0 0 0 0 12:00 PM 0 0 0 0 0 01:00 PM 0 0 0 0 0 02:00 PM 0 0 0 0 0 03:00 PM 0 0 0 0 0 04:00 PM 0 0 0 0 0 05:00 PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 08:00 PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 10:00 PM 0 0 0 0 0 11:00PM 0 0 0 0 0 24-HOUR TOTAL 0 DAILY TRAFFIC COUNT SUMMARY Time: 08:15 AM Volume: 1,780 Time: 12:15 PM Volume: 1,387 AM Peak Hour: PM Peak Hour. 05183 08/11/05 TWO-WAY TOTAL 193 90 69 60 49 177 731 1,201 1,728 1,524 1,261 1,219 1,355 1,305 1,123 1,011 902 1,014 916 734 576 540 501 359 18,638 AM Peak Hour: Time: 12:00 AM Volume: 0 PM Peak Hour: Time: 12:00 PM Volume: 0 EASTBOUND AND WESTBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 08:15 AM 9.6% 100.0% EB 12:15 PM 7.4% 100.0 % EB Volume: 1,780 PHF: 0.94 Volume: 1,387 PHF: 0.92 SW 8 St W of S Miami Ave.xls • Signal Timings 0 0 • • Signal Timing PATTERN SCHEDULE FOR 4579 US 1 & SE 5 ST TIME PT OFF NSG F Y R EWW F G Y R NSL Y MIN: 7 8 15 1 5 0 20 0 39 8 4 1 4 15 1 4 1 10 3 30 22 0 39 8 4 1 4 15 1 4 1 10 3 100 23 0 39 8 4 1 4 15 1 4 1 10 3 600 5 64 23 8 4 1 4 15 1 4 1 6 3 700 6 67 50 8 4 1 4 15 1 4 1 9 3 930 7 59 43 8 4 1 4 15 11 4 1 11 3 1545 13 47 65 8 4 1 4 15 1 4 1 9 3 1800 12 12 39 8 4 1 4 15 1 4 1 10 3 1900 9 21 30 8 4 1 4 15 11 4 1 9 3 2300 20 0 39 8 4 1 4 15 1 4 1 10 3 FOR DAY # 4 (SECTION 223) S Y M CYC 6 90EARLY NI 6 90LATE NIG 6 90LATE NIG 70PRE AM 100AM PEAK 105MID DAY 115PM PEAK 90P0ST-PM 90EVE & WE 6 90EARLY NI • Appendix C FDOT's Quality/LOS Handbook Generalized Tables Downtown Miami DRI Increment II Transit Ridership • • LEVEL OF SERVICE TABLE • CLASSIFICATION TYPE FDOT'S 2002 QUALITY / LEVEL OF SERVICE [1] PERSON TRIP LEVEL OF SERVICE A B C D E A B C D E CLASS 4 ARTERIAL 1LU 0 0 270 720 780 0 0 0.35 0.92 1.00 2LD 0 0 650 1580 1660 0 0 0.39 0.95 1.00 3LD 0 0 1000 2390 2490 0 0 0.40 0.96 1.00 4LD 0 0 1350 3130 3250 0 0 0.42 0.96 1.00 CLASS 4 ARTERIAL [2] 1LU 0 0 324 864 936 0 0 0.35 0.92 1.00 2LD 0 0 780 1896 1992 0 0 0.39 0.95 1.00 3LD 0 0 1200 2868 2988 0 0 0.40 0.96 1.00 4LD 0 0 1620 3756 3900 0 0 0.42 0.96 1.00 Source: FDOT's 2002 Quality/Level of Service Handbook NOTES: [1] THE PERSON TRIP LEVEL OF SERVICE IS DERIVED BY DIVIDING THE FDOT'S 2002 LEVEL OF SERVICE BY THE LOS E FOR EACH TYPE OF ROADWAY. [2] FOR ONE-WAY FACILITIES, THE CORRESPONDING VOLUME HAS BEEN INCREASED BY 20%. TABLE 4 - 7 GENERALIZED PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S URBANIZED AREAS* UNINTERRUPTED FLOW HIGHWAYS Lanes Divided 1 Undivided 2 Divided 3 Divided A 100 1,060 1,600 Level of Service B C D 340 670 950 1,720 2,500 3,230 2,590 3,740 4,840 E 1,300 3,670 5,500 STATE TWO-WAY ARTERIALS Class 1 (>0.00 to 1.99 signalized intersections per mile) Level of Service Lanes Divided A B C D 1 Undivided ** 220 720 860 2 Divided 250 1,530 1,810 1,860 3 Divided 380 2,330 2,720 2,790 4 Divided 490 3,030 3,460 3,540 Class II (2.00 to 4.50 signalized intersections per mile) Level of Service Lanes Divided A B C D 1 Undivided 2 Divided 3 Divided 4 Divided ** ** ** ** 100 220 340 440 590 1,360 2,110 2,790 810 1,710 2,570 3,330 E 890 *** *** *** E 850 1,800 2,710 3,500 Class 11I (more than 4.5 signalized intersections per mile and not within primary city central business district of an urbanized area over 750,000) Lanes Divided 1 Undivided 2 Divided 3 Divided 4 Divided A ** ** ** ** Level of Service B C D ** 280 650 1,020 1,350 ** ** ** 660 1,510 2,330. 3,070 E 810 1,720 2,580 3,330 Class IV (more than 4.5 signalized intersections per mile and within primary city central business district of an urbanized area over 750,000) Lanes Divided 1 Undivided 2 Divided 3 Divided 4 Divided A ** ** ** ** ** ** ** ** Level of Service B C D 270 720 650 1,580 1,000 2,390 1,350 3,130 E 780 1,660 2,490 3,250 FREEWAYS Interchange spacing 2 mi. apart Level of Service Lanes A B C D 2 1,270 2,110 2,940 3,580 3 1,970 3,260 4,550 5,530 4 5 6 2,660 3,360 4,050 4,410 5,560 6,710 Interchange spacing < 2 mi. apart Lanes 2 3 4 5 6 A 1,130 1,780 2,340 3,080 3,730 6,150 7,760 9,360 7,480 9,440 11,390 Level of Service B C D 1,840 2,890 3.940 4,990 6,040 2,660 4,180 5,700 7,220 8,740 3,440 5,410 7,380 9,340 11,310 E 3,980 6,150 8,320 10,480 12,650 E 3,910 6,150 8,380 10,620 12,850 NON -STATE ROADWAYS • Major City/County Roadways Level of Service Lanes Divided A B C D 1 Undivided ** ** 480 760 2 Divided ** ** 1,120 1,620 3 Divided ** ** 1,740 2,450 Lanes Divided 1 Undivided 2 Divided Other Signalized Roadways (signalized intersection analysis) Level of Service A B C D ** ** 250 530 ** ** 580 1,140 E 810 1,720 2,580 E 660 1,320 BICYCLE MODE (Note: Level of service for the bicycle mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not number of bicyclists using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Paved Shoulder/ Bicycle Lane Coverage 0-49% 50-84% 85-100% A ** ** 160 Level of Service B C D 170 720 130 210 >210 380 >380 *** ** E >720 *** *** PEDESTRIAN MODE (Note: Level of service for the pedestrian mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not the number of pedestrians using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Sidewalk Coverage 0-49% 50-84% 85-100% Sidewalk Coverage 0-84n/u 85-100% A ** ** ** Level of Service B C D ** ** ** ** 120 590 330 520 >590 BUS MODE (Scheduled Fixed Route) (Buses per hour) Level of Service A B C ** >5 >4 >6 >4 >3 D >3 >2 E 810 990 * * * E >2 >1 Source: Florida Department of Transportation Systems Planning Office 605 Suwannee Street, MS 19 Tallahassee, FL 32399-0450 http://www11.myflorida.corn/planning/systems/sm/los/default.htm 02/22/02 Lanes Multi Multi ARTERIAL/NON-STATE ROADWAY ADJUSTMENTS D1 V] DED/UNDIVIDED (alter corresponding volumes by the indicated percent) Median Divided Undivided Undivided Undivided Left Turns Lanes Adjustment Factors Yes +5% No -20% Yes -5% No -25% ONE WAY FACILITIES Increase corresponding volume 20% •This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design. where more refined techniques exist. Values shown are hourly directional volumes for levels of service and are for the automobile/truck modes unless specifically stated. Level of service letter grade thresholds are probably not comparable across modes and, therefore, cross modal comparisons should be made with caution. Furthermore, combining levels of service of different modes into one overall roadway level of service is not recommended. To convert to annual average daily traffic volumes, these. volumes must be divided by appropriate D and K factors. The table's input value defaults and level of service criteria appear on the f rllowing page. Calculations are based on planning applications of the Highway Capacity Manual, Bicycle LOS Model, Pedestrian LOS Model and Transit Capacity and Quality of Service Manual. respectively for the automobile/truck, bicycle, pedestrian and bus modes. '•Cannot be achieved using table input value defaults. ...Not applicable for that level of service letter grade. For automobile/track modes, volumes greater than level of service D become F because intersection capacities have been reached. For bicycle and pedestrian modes, the level of service letter grade (including F) is not achievable, because there is no maxinmm vehicle volume threshold using table input value defaults. 97 20-Nov2001 TABLE 21A7 DOWNTOWN MIAMI DRI UPDATE PERSON -TRIP VOLUME AND CAPACITY EXISTING CONDITIONS MATRIX • Page 1 of 5 111 [21 ROADWAY MODE MASS TRANSIT MODE ROADWAY FROM TO DIR MIAMI ADOP- TED LOS ;ORRIDOWENICULAR TYPE ROADWAY CAPACITY [31 PERS-TRIP CAPACITY @PPV. 1.6 NI ROADWAY ENICULAR VOLUME [5] PERS-TRIP VOLUME @PPVe 1.4 (61 EXCESS PERSON TRIP CAPACITY 171 ROADWAY PERSON TR VIC P I LOS fel BUS PER -TRIP CAPACITY LOAD. lel MOVER PERS-TRIP CAPACITY LOAD. (101 RAIL PERS-TRIP CAPACITY LOAD. (11) TOTAL TRANSIT PERS-TRIP CAPACITY (121 TRANSIT PERSON -TRIP VOLUME (131 TOTAL TRANSIT (141 TRANSIT PERS-TRIP EXCESS (151 SEGMENT PERSON TRIP [161 SEGMENT PERSON TRIP 1171 SEGMENT PERS-TRIP EXCESS 1161 SEGMENT PERSON TRIP BUS METRO- MOVER METRO- PERK BISCAYNE BLVD RAIL VOLUME CAPACITY CAPACITY VOLUME CAPACITY 005,....P.P9ppPPPPP.900 0pp000000000000000gq0000p0p0000000000 ww a uNu w Y N L NNN N NNN m V m p NW ' m> V> g m O O m> V b N m N N V A Y A+++ p 0 d b N s m$ O V N N o + m 0 u V m b N b 00000000 0 0 0 0 0 0 0000000 p000p000poopOn000000000n000po 00 o ° NE 54 STREET NE 46 STRET NE 46 STREET 1-195 1-195 NE 36 STREET NE 36 STREET NE 29 STREET NE 29 STREET NE 20 STREET NE 20 STREET NE 19 STREET NE 19 STREET NE 15 STREET NE 15 STREET NE 14 STREET NE 14 STREET NE 13 STREET NE 13 STREET 1-395 NB SB NB SB NB 58 NB SB NB SB NB SB NB SB NB SB NB SB NB SB E E E E E E E E E E E E E E E E E E E E2,666 LS 1.5 LS LS LS LS HS HS HS HS 1,810 1.810 1,810 1,810 1.810 1,810 1,810 1.610 1,750 1,750 1,750 1,750 1,750 1,750 1,750 1,750 2,560 2,560 2,560 2,560 (,2,8� 2,896 2,896 2,896 2,896 2,896 2,896 2,896 2,800 2,800 2,800 2,800 2800 2.800 2,800 2,800 4,096 4,096 4,098 4,096 1,021 1,850 1,431 2,046 1,334 1,589 1,334 1,589 1,915 890 1,605 970 1,759 1.252 1,674 919 1,674 919 1,731 1,432 1,429 2.590 2,003 2,864 1,868 2,225 1.868 2,225 2,681 1,246 2.247 1,358 2,463 1,753 2,344 1,287 2,344 1,287 2,423 1,467 306 893 32 1,028 671 1,028 • 671 119 1,554 553 1,442 337 1,047 456 1,513 7,752 2,809 1,673 0.49. 0.89 0.69 0.99 0.65 0.77 0.65 0.77 0.96 0.45 0.80 0.49 0.88 0.63 0.84 0.46 0.57 0.31 0.59 C D 0 E C D C D E D D D E D E 0 D D D 920 920 920 920 920 920 1,472 2,252 1,472 2.252 1,472 2,252 1,469 2,249 1,028 1,808 1,706 2,486 1,706 960 960 960 960 960 960 960 920 920 920 920 920 920 1,472 2,252 1,472 2,252 1,472 2,252 2,429 3,209 1,965 2,768 2,666 3,446 169 243 169 243 339 246 523 416 523 416 523 416 442 383 678 485 752 506 748 44 53 44 53 44 53 44 169 243 169 243 339 248 523 416 523 416 523 416 486 436 722 538 796 559 792 751 677 751 677 581 672 949 1,836 949 1,536 949 1,836 1,943 2,773 1,266 2,230 1,870 2,887 1,874 3,816 3,816 3,816 3,816 3918 3,816 4,368 5.148 4.272 5,052 4,272 6,052 5,229 6,009 4,788 5,568 6,762 7,542 6,762 'I 1,598 2,833 2,172 3,107 2,207 2,473 2,391 2,641 3204 1,662 2,770 1,774 2,949 2,189 3,066 1,825 3,140 1,848 3,215 2,211 983 1,844 709 1909 1,343 1,977 2,507 1,068 3,390 1,502 3,278 2,280 3,820 1,722 3,743 3,622 5,696 3,547 1-395 NE 6 STREET NE 6 STREET NE 3 STREET NE 3 STREET NE 1 STREET NE 1 STREET SE 1 STREET SE 1 STREET SE 2 STREET SE 2 STREET SE 4 STREET NB SB NB SB 148 SB NB SB NB SB NB E E E ' E E E E E E E E-1 W HS HS HS HS HS HS 3,140 2.560 3,140 3,140 3.140 3,140 3,140 3,140 3,140 3.140 2,040 5,024 4,096 5,024 5,024 5.024 5,024 5,024 5,024 5,024 5,024 3,264 1,432 1,506 1,696 746 1,696 746 1,847 861 1,847 861 1,807 2,376 2,005 2,108 2,374 1,044 2,374 1,044 2,586 1,205 2,586 1,205 2,530 3,09 3,019 1,988 2,650 3,980 2,650 3,980 2.438 3,619 2,438 3,819 734 0.40 0.40 0.51 0.47 0.21 0.47 0.21 0.51 0.24 0.51 0.24 0.78 D D 0 D C D C D C 0 C 0 2,486 2,486 1,706 1,706 2,486 2,488 2.226 3,434 306 780 960 960 960 900 960 1,440 1,440 1,440 1,440 1,440 1440 2,880 3,446 3,446 2,666 2,666 3,446 3,926 3,668 4,874 1,746 2,220 1,440 2,880 367 367 398 677 489 657 394 1,106 61 187 53551 81 53 91 70 83 56 74 80 106 73 203 428 451 768 559 740 450 1,180 141 293 73 203 2,895 3,018 2,215 1,898 2,887 3,186 3,216 3,694 1,605 1,927 1,367 2,677 7,542 8,470 6,762 7.690 8,470 8,950 8,690 9,898 6,770 7,244 6,464 6,144 2,433 2,433 2.559 3,142 1,603 3,114 1,494 3,766 1,346 2,879 1,278 2,733 6,037 6,077 4,203 4,548 6,867 5,836 7,196 6,132 5,424 4,365 5,186 3,411 NE 2 AVENUEIBRICKELL AVENUE NE 20 STREET NE 19 STREET NE 19 STREET NE 14 STREET NB SB NB SB E E E E LS HS 1,615 1,615 1,615 1,615 2,584 2,564 2,584 2,584 731 512 731 1,023 717 1,023 1,561 1,867 1,581 0.40 0.28 0.40 D C D 713 713 480 713 713 480 198 119 22 198 119 22 515 594 458 3,297 3,297 3,064 1,221 • 836 1,045 2,076 2,461 2,019 NE 14 STREET NE 13 STREET NB SB E - E HS 1915 1,615 2,584 2,584 512 731 717 1,023 1,867 1,561 0.28 0.40 C D 518 480 480 998 480 84 26 22 110 22 888 458 3,582 3,064 827 1,045 2755 2,019 NE 13 STREET 1-395 6(3 E-1W HS 3,070 4,912 512 1,127 717 1,578 1,867 3,334 0.28 0.32 C D 1,070 1,070 480 960 1,550 2,030 308 284 26 100 334 384 1,216 1,646 4,134 6,942 1,051 1,962 3,083 4,980 1.395 NE 3 STREET SB E-1 W HS 3,070 4.912 671 939 3,973 0.19 C 1,070 960 2,030 284 136 420 1,610 6,942 1,359 5,583 NE 3 STREET NE 1 STREET SB E-1W HS 3,070 4.912 671 939 3,973 0.19 C 1,330 1,440 2,770 234 111 345 2.425 7,682 1,284 6,398 NE 1 STREET FLAGLER STREET SB E-1W HS 3,070 4912 671 939 3,973 0.19 C 552 1,440 1,992 88 114 202 1,790 6,904 1,141 5,763 FLAGLER STREET SE 1 STREET SS E-1 W HS 3,070 4,912 671 939 3,973 0.19 C 1,440 1,440 114 114 1,326 6,352 1.053 5,299 SE 1 STREET SE 2 STREET SB E-7W HS 3,070 4,912 671 939 3,973 0.19 C 1,316 1,440 2,756 351 151 502 2,254 7,668 1,441 6,227 SE 2 STREET SE 4 STREET SB E-1W HS 3,770 6,032 671 939 5,093 0.16 C 1,346 2,880 4,226 370 151 521 3,705 10,258 1,460 8,798 SE 4 STREET SE 8 STREET SE 8 STREET SW 13 STREET NB SB NB SS E E E E HS HS 1,700 2,560 1,700 1,700 2,720 4,096 2,720 2,720 1,197 1,340 796 1,345 1,676 1,876 1,114 1,044 2,220 1,606 0.62 0,46 0.41 0 D D 1,346 566 566 960 1,920 960 1,463 2,306 2,486 2,989 365 115 240 164 360 164 276 529 475 680 1,777 2,011 2,309 5,026 6,582 5,709 2.205 2,351 1,794 2,821 4,231 3,915 SW 13 STREET SW 15 ROAD NB 58 E E HS 1,700 1,700 2,720 2,720 603 1,883 844 837 1,876 0,69 0.31 D 0 566 306 1,920 960 1,463 1,463 3,949 2,729 119 156 360 85 692 276 1,171 517 2,778 2,212 6,669 5,449 3,054 1,361 3,615 4,088 SW 15 ROAD RICKENBACKER CSWY NB 58 E E LS 1,700 1,700 2,720 2,720 1,476 810 1,364 2.066 1,134 1,910 654 1,586 810 0.76 0.42 0.70 D D D 306 306 306 960 1,463 2,729 906 306 26 138 22 97 692 815 138 22 1,914 168 284 5,449 3,026 3,026 2,881 1,272 1,932 2,668 1,764 1,094 SOURCE: KEITH AND SCHNARS, P.A. N:\TRANPIAMPROJECTE72001\79716\TABLE90194ATRIX, W K4 N_ J 20-Nov-2001 TABLE 21AT DOWNTOWN MIAMI DRI UPDATE PERSON.TRIP VOLUME AND CAPACITY EXISTING CONDITIONS MATRIX 4-10 Page 2 of 5 ROADWAY FROMAVENUE TO E DIR MIAMI ADOP. TED LOS I11 ORRIDOWEHICULAR TYPE ' OADWAY MODE = -' ` - ' • . S1:GMENT l OTAI 121 ROADWAY CAPACITY I31 PERS-TRIP CAPACITY VISPPV= 1.6 141 ROADWAY VEHICULAR VOLUME 161 PERS-TRIP VOLUME @PPV= 1.4 (61 EXCESS PERSON TRIP CAPACITY 171 ROADWAY PERSON TRIP 181 BUS PER -TRIP CAPACITY tel MOVER PERS-TRIP CAPACITY LOAD. flat RAIL PERS-TRIP CAPACITY LOAD I111 TOTAL TRANSIT PERS.TRIP CAPACITY 1121 TRANSIT PERSON.TRIP VOLUME 1131 TOTAL TRANSIT (141 TRANSIT PERS.TRIP EXCESS CAPACITY 1151 SEGMENT PERSON TRIP CAPACITY (161 SEGMENT PERSON TRIP VOLUME (171 SEGMENT PERS-TRIP EXCESS CAPACITY 116) SEGMENT PERSON TRP V/C LOS BUS METRO. MOVER METRO. RAIL PERS VOLUME V/C I LOS LOAD. 1 NE 17 STREET NE 14 STREET NB SB E E HS 800 1,280 0 0 1,280 0.00 000000000000000000000000 0 0 0 00000000 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0na 480 480 480 1,760 0 1,760 0.000 A NE 14 STREET 1.395 NB 800 1,280 0 0 1,280 0,00 480 480 480 1,760 0 1,760 0.000 A E-1W HS 3,070 4,912 1,143 1,600 3,312 0.33 1,226 960 2,186 468 44 512 1,674 7,098 2,112 4,986 0.298 D I-395 NE6 STREET NB E-IW H5 3.070 4,912 599 839 4,073 0.17 1,226 960 2,186 434 47 481 1,705 7,098 1,320 5,778 0.186 C NE 6 STREET FLAGLER STREET NB E-1W HS 3,070 4,912 599 839 4,073 0.17 2,114 1,440 3,554 578 91 669 2,885 8,466 1,508 6,958 0.178 C FLAGLER STREET SE 1 STREET NB E-1W HS 3,070 4,912 599 839 4,073 0.17 2,114 1,440 3.554 405 74 479 3,075 8466 1.318 7,148 0.156 C SE 1 STREET SE 2 STREET NB E-1W HS 3,070 4.912 599 839 4,073 0.17 534 1,440 1,974 68 106 174 1,800 6,886 1,013 5,873 0.147 C N. MIAMI AVENUEL9. MIAMI AVENUE NE 20 STREET NE 17 STREET SB E-1W LS 3,070 4,912 392 549 4,363 0.11 156 156 4 4 152 5,068 553 4,515 0.109 C NE 17 STREET NE 14 STREET SB E-1W LS 3.070 4,912 392 549 4,363 0.11 156 156 4 4 152 5,068 553 4,515 0,109 C NE 14 STREET NE 6 STREET SB E-1W 745 3,070 4,912 392 549 4,363 0.11 156 1,463 1,619 4 256 260 1,359 6,531 809 5,722 0.124 C NE 6 STREET NE 4 STREET SB E-1W HS 3,070 4,912 400 560 4,352 0.11 534 1,463 1,997 82 240 322 1,675 6,909 882 6,027 0.128 C NE 4 STREET FLAGLER STREET SB E-1W HS 2,040 3,264 400 560 2,704 0.17 534 1,463 1,997 83 240 323 1,674 5,261 883 4,378 0.168 C FLAGLER STREET SE6 STREET SB E-1W LS 3,070 4,912 1,041 1,457 3,455 0.30 534 534 251 251 283 5.446 1,708 3,738 0.314 0 SE 6 STREET SE 8 STREET NB E-1 W HS 2,040 3.264 1,041 1,457 1,807 0.45 534 960 2,925 4,419 68 164 563 795 3,624 7,683 2.252 5,431 0.293 D SE 8 STREET SW 12 STREET NB E-1 W HS 2,040 3,264 1,093 1,530 1,734 0.47 780 960 2,925 4,665 187 164 553 904 3.761 7,929 2,434 5,495 0.307 D SW 12 STREET SW 13 STREET NB E-1W HS 2,040 3,264 1,093 1,530 1,734 0.47 780 960 2.925 4,665 187 164 553 904 3,761 7,929 2,434 5,495 0.307 D SW 13 STREET SE 15 ROAD NB E HS 800 1,280 308 431 849 0.34 960 960 82 82 878 2,240 513 1,727 0.229 C SB E 800 1,280 60 84 1,196 0.07 960 960 93 93 867 2,240 177 2,063 0.079 C NW 1 AVENUE NE 8 STREET NE 7 STREET NB E HS 1,700 2,720 176 246 2,474 009 2,925 2.925 1,266 1,266 1,659 5,645 1,512 4,133 0.268 C SB E 1,700 2,720 449 629 2,091 0.23 2925 2,925 513 513 2,412 5,645 1,142 4,503 0.202 C NE 7 STREET NE 1 STREET NB E HS 1,700 2,720 176 246 2,471 0.09 2,925 2,925 1,258 1,258 1,667 5,645 1,504 4,141 0.266 C NE STREET 58 E 1,700 2,720 449 629 2,091 0.23 2,925 2,925 513 513 2,412 5,645 1,142 4,503 0.202 C 1 FLAGLER STREET NB E HS 800 1,280 176 246 1,034 0.19 2,925 2,925 1,258 1,258 1,667 4,205 1,504 2,701 0.356 D SB E 1,700 2,720 449 629 2,091 0.23 2,925 2,925 513 513 2,412 5,645 1,142 4,503 0.202 C FLAGLER STREET SE 2 STREET NB E 1,675 2,584 176 246 2,338 0.10 2,584 246 2,338 0.095 C S8 E 1,615 2,584 449 629 1,955 0.24 2.554 629 1,955 0.243 C SW 5 AVENUE N. MIAMI AVENUE SW 7 STREET S8 E-1W LS 3,070 4,912 1,003 1,404 3,508 0.29 534 534 246 216 288 5,446 1,650 3,796 0,903 0 SW7STREET SW8STREET SB E-1W HS 2,040 3,264 1,003 1,404 1,860 0.43 534 2,925 3,459 246 1,655 1,901 1.558 6,723 3,305 3,418 0.492 D SW 8 STREET SW 13 STREET SB E-1W HS 2.040 3,264 779 1,091 2,173 0.33 2,925 2.925 1,690 1,690 1,235 6,189 2,781 3,408 0.449 D NW 2 AVENUE NW 11 STREET NW 8 STREET NB 745 800 1,280 252 353 927 0.28 315 2,925 3,240 136 664 820 2,420 4,520 1,173 3,347 0.260 0 SB 900 1,280 207 290 990 0.23 315 1,463 1,778 68 692 760 1,018 3,058 1,050 2,008 0.343 D NW 8 STREET NW 6 STREET NB HS 800 1,280 700 980 300 0.77 1,875 2,925 4,800 864 684 1,548 3,252 6,080 2,528 3.552 0.416 D SB 800 1,280 259 363 917 0.28 510 7,463 1,973 143 692 835 1,138 3,253 1,198 2,055 0.368 D NW 6 STREET NW 5 STREET NB HS 840 1,344 700 980 364 0.73 1,674 2,925 4,599 782 686 1,468 3,131 5,943 2,448 3,495 0.412 D SB 840 1,344 259 363 981 0.27 1,463 1,463 692 682 771 2,807 1.055 1,752 0.376 D NW 5 STREET NW 3 STREET NB HS 510 1,344 700 980 364 0.73 1,674 . 2,925 4,599 782 686 1,468 3,131 5.943 2,448 3,495 0.412 D SB 840 1,344 259 363 981 0.27 624 1,463 2,087 95 692 787 1,300 3,431 1,150 2,281 0.335 D NW 3 STREET NW 1 STREET NB LS 1,615 2,564 700 980 1,604 0.38 1,674 1,674 419 419 1,255 4,258 1,399 2,859 0.329 D SB 800 1,280 259 363 917 0.28 624 624 93 93 531 1,904 456 1,448 0.239 C NW 1 STREET SW 1 STREET NB LS 1,615 2,584 700 980 1,604 0.38 114 114 46 46 68 2.698 1,026 . 1,672 0.380 D SB 800 1,280 259 363 917 0.28 624 624 93 93 531 1,904 456 1,448 0239 C SW 1 STREET SW 2 STREET NB 1,615 2.584 691 967 1,617 0,37 2,554 967 1,617 0.374 D SB 1,615 2,584 652 913 1,671 0.35 2.584 913 1,671 0.353 0 Sw 2 STREET SW 7 STREET NB HS 800 1,280 691 967 313 0.76 1,463 1,463 281 281 1.182 2,743 1,248 1,495 0.455 0 SB 800 1,280 652 913 367 0.71 1,463 1,463 692 692 771 2,743 1,605 1,138 0.585 D SW 7 STREET SW 8 STREET NB HS 1,615 2,584 691 967 1,617 0.37 1,463 1,463 281 281 1,182 4,047 1,248 2.799 0.308 0 SB 1,615 2,584 652 913 1,671 0.35 156 1,463 1,619 6 692 698 921 4203 1,611 • 2,592 0.383 0 SW 8 STREET SW 11 STREET NB HS 800 1,280 691 967 313 0.76 1,463 1,463 276 276 1,187 2,743 1,243 1,500 0.453 D SB 800 1,280 652 913 367 0.71 156 1,463 1,619 6 692 698 921 2,899 1,611 1288 0.556 D SW 11 STREET SW 13 STREET NB HS 800 1,280 691 967 313 0.76 1,463 1,463 276 276 1,187 2,743 1,243 1,500 0.453 D SW 13 STREET SW 15 ROAD 50 NB 800 1,260 652 913 367 0.71 1,463 1,463 692 692 771 2,743 1,605 1,138 0.585 D S8 1,615 1,615 2,584 2.584 216 282 302 395 2,282 2,189 0.12 0.15 - 2,584 2,584 302 395 2,282 2,189 0.117 0.153 C C SOURCE: KEITH AND SCHNARS, PA. N:ITRANPLAN\PROJECTS12001\18716\TABLES\11 MATRIX.WK4 20-Nov-2001 o TABLE 21.A7 DOWNTOWN MIAMI DRI UPDATE PERSON•TRIP VOLUME AND CAPACITY EXISTING CONDITIONS MATRIX i Page 4 of 5 LNEROADWAY FROM TO S-STREET DIR MIAMI ADOP. TED LOS 111 :ORRIDOAVEHICULA ROADWAPMOD4 MASS TRANSIT MODE SEGMENT IOI AL 121 ROADWAY CAPACITY (31 PERS-TRIP CAPACITY @PPV. 1.6 (41 ROADWAY VEHICULAR VOLUME I5! PERS-TRIP VOLUME QPPV. 1.4 (51 EXCESS PERSON TRIP CAPACITY - (1 ROADWAY PERSON TRIP pi BUS PER -TRIP CAPACITY LOAD. 191 MOVER PERK -TRIP CAPACITY LOAD. (101 RAIL PERS-TRIP CAPACITY LOAD= (111 TOTAL TRANSIT PERS-TRIP CAPACITY 1121 TRANSIT PERSON•TRIP VOLUME (13) TOTAL TRANSIT PERS VOLUME 1141 TRANSIT PERS-TRIP EXCESS CAPACITY (751 SEGMENT PERSON TRIP CAPACITY (161 SEGMENT PERSON TRIP VOLUME nn SEGMENT PERS-TRIP EXCESS CAPACITY 1161 SEGMENT PERSON TR P V/C LOS BUS METRO- MOVER METRO- RAIL V/C LOS BISCAYNEBLVD NE2AVENUE EB E-1W HS 3,770 6,032 984 1,378 4,654 0.23 C 2,880 2,880 151 151 2,729 8,912 1,529 7,383 0.172 C NE 2 AVENUE NE 1 AVENUE EB E-1W HS 3,070 4,912 954 1,378 3,534 0.28 C 2,880 2,880 151 151 2.729 7,792 1,529 6,263 0.196 C NE 1 AVENUE N MIAMI AVENUE EB E-1W HS 3,070 4,912 984 1,378 3,534 0,28 C 2,880 2,880 151 151 2,729 7,792 1.529 6,263 0.196 C N MIAMI AVENUE NW 2 AVENUE EB E-1W 3,070 4,912 984 1,378 3,534 0.26 C 4,912 1,378 3,534 0.281 C NW2AVENUE 1.95 EB E-1W LS 3,070 4.912 1098 1,537 3,375 0.31 D 309 309 73 73 236 5,221 1,610 3,811 0.308 D NE 3 STREET BISCAYNE BLVD NE 2 AVENUE EB E LS 840 1,344 90 126 1.218 0.09 C 260 260 52 52 208 1,604 178 1,428 0.111 C NE 2AVENUE WB E 640 1,344 694 972 372 0.72 D 1,344 972 372 0.723 D N. MIAMI AVENUE EB E 840 1,344 90 126 1,218 0.09 C 1,344 126 1,218 0.094 C N. MIAMI WB E 840 1,344 694 972 372 0.72 D 1,344 972 372 0.723 D AVENUE NW 3 AVENUE EB E 840 1,344 90 726 1,218 0.09 C - 1,344 126 1,218 0.094 C WB E 840 1,344 694 972 372 0.72 D 1,344 972 372 0.723 0 NE 1 STREET BISCAYNE BLVD NE 2 AVENUE. WB E-1W L5 2,040 3,264 326 456 2,808 0.14 C 948 948 60 60 888 4,212 516 3,698 0.123 C NE2AVENUE NW2AVENUE WB E-1W LS 2,040 3,264 326 456 2,808 0.14 C 1,726 1,726 248 248 1,478 4.990 704 4,286 0.141 C NW2AVENUE 1.95 WB E-1W LS 2,040 3,264 876 1,226 2,038 0.38 D 1,208 1,208 540 540 668 4,472 1,766 2,706 0.395 0 FLAGLER STREET BISCAYNE BLVD NE2 AVENUE WB E-1W LS 2,040 3,264 424 594 2,670 0.18 C 3,528 3,528 794 794 2,734 6,792 1,388 5,404 0.204 C- NE 2 AVENUE NE 1 AVENUE WB E-1W LS 2,040 3,264 424 594 2,670 0.18 C 3,528 3,528 650 650 2,878 6,792 1,244 5,548 0.183 C NE 1 AVENUE NW 1 AVENUE WB E-1W HS 2,040 3,264 424 594 2,670 0.18 C 3,528 2,880 6,408 672 252 924 5,484 9,872 1,518 8,154 0.157 C NW 1 AVENUE NW 2 AVENUE WB E-1W LS 2,040 3,264 1,254 1,756 1,500 0.54 D 1,950 1,950 555 555 1,395 5,214 2.311 2,903 0.443 D NW 2 AVENUE 1-95 EB E 2,040 3,264 256 358 2,906 0.11 C 3,264 358 2,906 0.110 C SE 1 STREET BISCAYNE BLVD SE 1 AVENUE EB E-1W HS 3,070 4,912 1,037 1,452 3,460 0.30 0 3,434 1,440 4,874 423 102 525 4,349 9,786 1,977 7,809 0.202 C SE 1 AVENUE SW 1 AVENUE EB E-1W HS . 3.070 4,912 1,037 1,452 3,450 0.30 D 5,274 2,880 8,154 730 316 1,048 7,108 13,066 2.498 10,568 0.191 C SW 1 AVENUE SW 2AVENUE EB E-1W LS 3,070 4.912 975 1,365 3,547 0.28 C 3,806 3,808 822 822 2,984 8,718 2,187 6.531 0,251 C SW2AVENUE 1.95 EB E-1W LS 3,770 8,032 894 1.252 4,780 0.21 C 830 830 298 298 532 6.862 1,550 5,312 0.226 C . SE 2 STREETISR5/1JS•1 BISCAYNE BLVD. SE 3 AVENUE WB E-1W HS 3,770 6,032 2,402 3,363 2,669 0.56 D 30 2,880 2,910 1 146 147 2,763 8,942 3,510 5,432 0,393 0 SE 3 AVENUE NE2 AVENUE WB E-1W HS 3,770 6,032 2,402 3,363 2,669 0.58 D 566 2,880 3,446 134 146 280 3,166 9,478 3,643 5.835 0.384 D SE 4 STREET/SRS/US-1 BISCAYNE BLVD. SE2AVENUE EB E-1W HS 3,070 4,912 1,826 2,556 2,356 0.52 D 566 1,440 2,006 69 102 171 1,835 6,918 2,727 4,191 0.394 D SE 7 STREET BRICKELL AVENUE SW 1 AVENUE WB E-1W LS 3,070 4,912 1,025 1,435 3,477 0.29 C 276 276 24 24 252 5,188 1,459 3,729 0.281 C SW 1 AVENUE 1.95 WB E-1 W LS 3,070 4,912 1,470 2,058 2,854 0.42 D 378 378 210 210 168 5,290 2,268 3,022 0.429 0 SE 8 STREET ' BRICKELL AVENUE S. MIAMI AVENUE EB E-1W L5 3,070 4,912 1,381 1,933 2,979 0.39 D 276 276 156 156 120 5,188 2,089 3,099 0.403 D S. MIAMI AVENUE SW 1 AVENUE EB E-1W LS 3,070 4,912 2,193 3,070 1,842 0.63 D 810 810 300 300 . 510 5,722 3,370 2,352 0.689 0 SW 1 AVENUE 1-95 EB E-1W LS 3,770 6,032 2,235 3,129 2,903 0.52 D 534 534 345 346 189 6,566 3,474 3,092 0.529 0 SOURCE: KEITH AND SCNNARS, P.A. • N:ITRANPLAMPROJECTS12001H67161TABLES\11 MATRIX.WK4 • 20-Nov-2001 ROADWAY FROM BISCAYNE BLVD NE 54 STREET NE 46 STREET 1.195 NE 36 STREET NE 29 STREET NE 20 STREET NE 19 STREET NE 15 STREET NE 14 STREET NE 13 STREET 1-395 NE 6 STREET NE 3 STREET NE 1 STREET SE 1 STREET SE 2 STREET NE 2 AVENUE/BRICK NE 20 STREET NE 19 STREET NE 14 STREET NE 13 STREET 1-395 NE 3 STREET NE 1 STREET FLAGLER STREET SE 1 STREET SE 2 STREET SE 4 STREET SE 8 STREET SW 13 STREET SW 15 ROAD • TABLE 21.010 DOWNTOWN MIAMI DRI UPDATE YEAR 2009 PERSON TRIP CONDITIONS • TO,___ . ______ _ DIR MIAM$ ADOP• TED LOS_ FACILITY TYPE EXISTING LANES, AM/ pal COUNT _DATE.._ (1J EXISTING PERSON TRIP VOLUME YR 009 BKG PERSON TRIP VOLUME [3J COMM- TTED DEV._ YR 2009 TOTAL BKG PERSON TRIP FUTURE PERSON TRIP CAPACITY _TOTAL (5] BKG PERSON TR P WC-1 LOS DM141 DM PROJ. PERSON TRIP YR 2009 TOTAL PERSON TRIP VOLUME FUTURE PERSON TRIP CAPACITY TOTAL [5] TOTAL PERSON TR P V%CIlLOS PROJ. AS A % MAX SERVICE VOLUME PROJ. TRIPS GREATER THAN 5% YES/NO NE 46 STRET NB E 4LD AM 07/18/00 1,598 1.683 119 1,802 3,950 0.456 00000000 0 0 0 0 n 0 0000000 onov0nonov000v00000vfnomnoovonon 56 • N+$Wp+A!",..` W N Al + ++p N N 72!N(m+�143 +{+� N+N tpJ� N!"'NiyT �Np UN>Jp yO W� A tp1�� W {A,�!Np> W pA yN.8> (u.N� ApW W W Nf�Wrp �Np W+ V. 0 _ _ N O� eD O� O V CO LP OWN N Oi ble/ r0I� V W m A> J N m m d O . N 0 0 0 g O m V E A OB O E Ii 3.950...1 0.470 C 1.42% NO SB E 2,833 2.984 163 3,147 3,950 0.797 93 3,950 0.820 0 2.35% NO 1-195 NB E 4L0 AM 09/12/00 2,172 2,288 138 2.426 3.950 0.614 70 3,950 0.632 C 1.77% NO SB E 3,107 3.273 195 3,468 3,950 0.878 116 3,950 0.907 D 2.94% NO NE 36 STREET NB E 4LD PM 08/29/00 2.207 2,325 325 2.650 3,950 0.671 180 3,950 0.716 0 4.56% NO SB E ' 2,473 2,605 256 2,881 3,950 0.724 156 3,950 0.764 D 3.95% NO NE 29 STREET NB E 4L0 PM 08/29/00 2,391 2,519 519 3.038 4,446 0.683 240 4.446 0.737 D 5.40% YES 59 E 2.641 2,782 410 3,192 6,678 0.478. 208 6.678 0.509 C 3.11% NO NE 20 STREET NB E 4LD PM 05/01/01 3.204 3,356 682 4,038 4,350 0.928 300 4,350 0.997 E 6.90% YES SO E 1.662 1,741 529 2,270 6,582 0.345 260 6,582 0.384 D 3.95% NO NE 19 STREET NB E 4LD PM 08/03/99 2,770 2,935 773 .3,708 4,350 0.852 292 4,350. 0.920 E 6.71% YES SB E 1,774 1,880 596 2,476 6582 0.376 254 6.582 0.415 D 3.86% 140 NE 15 STREET NB E 4LD PM 09/07/00 2,949 3,107 620 3,727 5,310 0.702 315 5,310 0.761 0 5.93% YES SB E 2,189 2,306 484 2,790 7.542 0.370 273 7,542 0.406 D 3.62% NO NE 14 STREET NB E 4LD PM 04/13/99 3,066 3,249 845 4,094 4,942 0.828 240 4,942 0.877 E 4.86% NO SB E 1,825 1,934 648 2.582 7,174 0.360 208 7,174 0.389 D 2.90% 140 NE 13 STREET NB ' .E 61D PM 04/13/99 3.140 3,327 1,099 4,426 6,804 0.650 412 6.804 0.711 D 6.06% YES SB E 1,846 1,956 834 2,790 9,036 0.309 358 9,038 0,348 D 3.96% NO 1.395 N8 E 610 PM 08/17/99 3,215 3,406 1,313 4.719 6.804 0.694 749 6504 0.804 D 11.01% YES SB E 2,927 3,101 990 4,091 9.036 0.453 651 9,036 0.525 D 7.20% YES NE 6 STREET NB E 4L AM 05/11/99 2,433 2.578 842 3.420 9,964 0.343 457 9,964 0.389 0 4.59% NO SB E 31 2,559 2.711 1.263 3,974 6,804. 0.584 760 6,804 0.696 0 11.17% YES NE 3 STREET NB E 8LD PM 04/25/01 3.142 3.291 1,138 4,429 7732 0.573 495 7.732 0.637 D 6.40% YES SB E 1,603 1,679 861 2,540 9.964 0.255 429 9.964 0.298 D 4.31% NO NE 1 STREET NB E 8LD PM 04/25/01 3.114 3,261 1,220 4,481 10.924 0.410 532 10,924 0.459 D 4.87% NO SB E 1,494 1,565 920 2,485 10,676 0.233 462 10,676 0.276 C 4.33% NO 5E 1 STREET NB E . 8LD PM 05/18/99 3,766 3,990 965 4,955 11,764 0.421 390 11,764 0.454 D 3.32% NO SB E 1,346 1,426 734 2,160 7,258 0.298 338 7258 0.344 D 4.66% NO SE 2 STREET NB E 8LD PM 05/18/99 2,879 3,050 547 3597 9,176 0.392 292 9,178 0.424 D 3.18% NO SB E 1,278 1,354 429 1,783 6,944 0.257 254 6,944 0.293 D 3.66% NO SE 4 STREET NB E+20 2LOW AM 06/29/99 2,733 2,896 179 3475 7,104 0.433 91 7,104 0.446 D 1.28% NO LL AVENUE NE 19 STREET NB E 4LU PM 07/06/00 1,221 1.286 636 1,922 3,111 0.618 360 3,111 0.734 D 11.57% YES S8 E 836 881 529 1,410 3,111 0.453 312 3,111 0.554 0 10.03% YES NE 14 STREET NB E 4LU PM 07/06/00 1.045 1.101 647 1,748 3,064 0.570 397 3,064 0.700 D 12.96% YES SB E 827 871 537 1,408 3,405 0.414 345 3,405 0.515 D 10.13% YES NE 13 STREET NB E 4LU PM 07/06/00 1.045 1.101 524 1.625 3.064 0.530 345 3,064 0.643 D 11.26% YES 56 E 1.051 1,107 447 1.554 3,901 0.398 299 3,901 0.475 0 7.66% YES 1-395 SB E+20 31 AM 04/25/01 1,962 2,055 493 2.548 6,709 0.380 267 6,709 0.420 0 3.98% NO NE 3 STREET SO E+20 3L AM 04/25/01 1,359 1,423 398 1.821 6,709 0.271 197 6,709 0.301 D 2.94% NO NE 1 STREET SB E+20 3L AM 0425/01 1,284 1,345 438 1,783 7,917 0.225 244 7,917 0.256 .0 3.08% NO FLAGLER STREET SB E+20 31 AM 04/25/01 1,141 1.195 461 1,656 7.328 0.226 244 7528 0.259 C 3.33% NO SE 1 STREET SB E+20 31 AM 0425/01 1,053 1,103 474 1,577 6,832 0.231 302 6.832 0.275 C 4.42% NO SE 2 STREET SB E+20 3L AM 0425/01 1,441 1,509 347 1,856 9,560 0.194 180 9,560 0.213 C 1.88% NO SE 4 STREET SB E+20 4L AM 04/25/01 1,460 1,529 713 . 2,242 12,666 0.177 441 12,666 0.212 C 3.48% NO SE 8 STREET NB E 21 PM 06/29/99 2,205 2,336 865 3,201 6,474 0.494 618 6,474 0.590 D 9.55% YES SB E 31 2,351 2,491 1,153 3.644 6,578 0.554 712 6,578 0.662 0 10.82% YES SW 13 STREET NB E 4LD PM 05/25/99 1,794 1,901 486 2587 5,705 0.418 345 5,705 0.479 0 6.05% YES SB E 3,054 3,236 643 3.879 6.665 0.582 397 6,665 0.642 D 5.96% YES SW 15 ROAD NB E 4LD PM 06/29/99 1,361 1,442 181 1.623 5,457 0.297 98 5,457 0.315 D 1.80% NO SB E 2,881 3,053 225 3.278 5,457 0.601 112 5,457 0.621 D 2.05% NO RICKENBACKER CSWY NB E 41D PM 06/29/99 1,272 1.348 171 1,522 3,034 0.502 98 3,034 0.534 D 3.23% NO SB E 1,932 2,047 215 2,262 3,034 0.746 112 3,034 0.782 D 3.69% 140 Page 1 of 7 SOURCE: KEITH AND SCHNARS, P.A. N:ITRANPLANIPROJECTS12001\16716\TABLES\11 MATRIX. WK4 • 20-Nov-2001 ROADWAY FROM NE 1 AVENUE NE 17 STREET NE 14 STREET NE 14 STREET 1-395 1395 NE 6 STREET NE 6 STREET FLAGLER STREET FLAGLER STREET SE 1 STREET SE 1 STREET SE 2 STREET N. MIAMI AVENUEIS. MIAMI AVENUE NE 20 STREET NE 17 STREET NE 17 STREET NE 14 STREET NE 14 STREET NE 6 STREET NE 6 STREET NE 4 STREET NE 4 STREET FLAGLER STREET FLAGLER STREET SE 6 STREET SE 6 STREET SE 8 STREET SE 8 STREET SW 12 STREET SW 12 STREET SW 13 STREET SW 13 STREET SE 15 ROAD NW 1 AVENUE NE 8 STREET NE 7 STREET NE 7 STREET NE 1 STREET NE 1 STREET FLAGLER STREET FLAGLER STREET SE 2 STREET SW 1 AVENUE N. MIAMI AVENUE SW 7 STREET SW 7 STREET SW 8 STREET SW13 STREET SW 13 STREET N 0 DIR NB SB NB NB NB NB NE SB SB SB SB 5B SB NB NB NB NB SB NB S8 NB SB NB SB NB SB SB SE SB MIAMI ADOP- TED =LOS_ E E E+20 E+20 E+20 E+20 E+20 E+20 E•20 E+20 E+20 E+20 E+20 E+20 E+20 E+20 E E E E E E E E E E E+20 E+20 E+20 FACILITY TYPE EXISTING AM/ LANES PM 2LU N/A 3L PM 3L PM 3L 3L 3L 3L 3L 3L 3L 2L 3L 21. 2L 2L 2LU 4L0 4LD IL 2L 4LU 3L 2L 2L PM PM PM AM AM AM AM AM PM PM PM PM AM AM AM AM AM PM PM PM COUNT .DATE_ N/A 04/25/01 05/01/01 05/01/01 05/01/01 05/01/01 04/25/01 04/25/01 04/25/01 04/25/01 04/25/01 04/25/01 04/25/01 04/25/01 04/25/01 04/17/01 04/25/01 04/25/01 04/25/01 04/25/01 04/25/01 04/25/01 04/25/01 • TABLE 21.D10 DOWNTOWN MIAMI DR1 UPDATE YEAR 2009 PERSON TRIP CONDITIONS • (1J EXISTING PERSON TRIP VOLUME 121 YR 2009 BKG PERSON. TRIP VOLUME (3J COMMI- TTED _DEV. YR 2009 TOTAL BKG PERSON __TRIP (41 FUTURE PERSON TRIP CAPACITY TOTAL (51 BKG PERSON TR P V/C lLOS (6) INC41 PROJ. PERSON TRIP __VOLUME YR 2009 TOTAL PERSON TRIP (41 FUTURE PERSON TRIP CAPACITY TOTAL (51 TOTAL PERSON TR V/CC P 1_ LOS PROJ. AS A % MAX SERVICE VOLUME PROJ. TRIPS GREATER THAN 5% YESMO N/A N/A 772 772 1.760 0.439 D 120 892 1,760 0.507 0 6.82% YES N/A N/A 758 758 1,760 0.431 0 104 862 1,760 0.490 D 5.91% YES 2,112 2,212 874 3,086 6,841 0.451 D 247 3,333 6,841 0.487 D 3.61% NO 1,320 1,383 1.057 2,440 6,841 0.357 D 420 2,860 6,841 0.418 D 6.14% YES 1,508 1,579 925 2,504 8,669 0.289 C 337 2,841 8,669 0.328 0 3.89% NO 1,318 1,380 935 2.315 8.669 0.267 C 225 2.540 8,689 0.293 0 2.60% NO 1,013 1,061 1,006 2,067 7,336 0.282 C 270 2.337 7,338 0.319 D 3.68% NO 553 579 371 950 5,044 0.188 C 168 1,118 5,044 0.222 C 3.33% NO 553 579 339 918 5.044 0.182 C 157 1,075 5,044 0.213 C 3.11% NO 809 847 332 1,179 6.507 0.181 C 191 1,370 9507 0.211 C 2.94% NO 882 924 413 1,337 6,879 0.194 C 215 1,552 6,879 0.226 C 3.13% NO 883 925 421 1,346 5.231 0.257 C 249 1,595 5.231 0.305 0 4.76% NO 1,708 1,789 650 2,439 5.416 0.450 D. 559 2,998 5,416 0.554 0 10.32% YES 2,252 2.359 449 2,808 7,653 0.367 0 345 3,153 7,653 0.412 0 4.51% NO 2,434 2,549 360 2,909 9,381 0.310 0 267 3,176 9,381 0.339 0 2.85% NO 2434 2.549 255 2,804 9,381 0.299 0 163 2,967 9,381 0.316 D 1.74% NO 513 537 216 753 2,240 0.336 0 99 852 2240 0.380 D 4.42% NO 177 185 134 319 2240 0.142 C 59 378 2,240 0.169 C 2.63% NO 1,512 1,584 60 1,644 5,645 0.291 0 31 1,675 5,645 0.297 D 0.55% NO 1,142 1.196 86 1,282 5,645 0.227 C 52 1.334 5,645 0.236 C 0.92% NO 1,504 1,575 70 1,645 5,645 0.291 D 45 1,690 5,645 0.299 D 0.80% NO 1,142 1,196 102 1,298 5,645 0.230 C 75 1,373 5,645 0.243 C 1.33% NO 1,504 1,575 79 1.654 4,205 0.393 D 35 1,689 4,205 0.402 O 0.83% NO 1,142 1,196 118 1,314 5,645 0.233 C 58 1,372 5,645 0.243 C 1.03% NO 248 258 94 352 2.584 0.136 C 38 390 2,584 0.151 C 1.47% NO 629 659 142 801 2.584 0.310 D 64 865 2,584 0.335 0 2.48% NO 1,650 1,728 164 1,892 5,418 0.349 0 143 2.035 5,416 0.376 0 2.64% NO 3305 3,462 179 3,641 6.693 0.544 0 176 3,817 6,693 0.570 D 2.63% NO 2,781 2,913 305 3.218 6.189 0.520 D 254 3.472 6,189 0.561 0 4.10% NO Paps 2 0I 7 SOURCE: KEITH AND SCHNARS, P.A. N:ITRAN PLANIPROJ ECTS120011167161TABLES111 MATRIX. WK4 • • 20-Nov-2001 ROADWAY FROM NE 3 STREET BISCAYNE BLVD NE 2 AVENUE NE 2 AVENUE N. MIAMI AVENUE N. MIAMI AVENUE NW 3 AVENUE NE 1 STREET BISCAYNE BLVD NE 2 AVENUE NE 2 AVENUE NW 2 AVENUE NW 2 AVENUE 1-95 FLAGLER STREET BISCAYNE BLVD NE 2 AVENUE NE 2 AVENUE NE 1 AVENUE NE 1 AVENUE NW 1 AVENUE NW 1 AVENUE NW 2 AVENUE NW 2 AVENUE 1.95 5E 1 STREET BISCAYNE BLVD SE 1 AVENUE SE 1 AVENUE SW 1 AVENUE SW 1 AVENUE SW 2 AVENUE SW 2 AVENUE 1-95 SE 2 STREET/SR5/U5-1 BISCAYNE BLVD. SE 3 AVENUE SE 3 AVENUE NE 2 AVENUE SE 4 STREET/SRS/US-1 BISCAYNE BLVD. SE 2 AVENUE SE 7 STREET BRICKELL AVENUE SW 1 AVENUE SW 1 AVENUE 1-95 DIR. EB WB EB WB EB WB WB WB WB WB WE WB WB EB EB EB EB EB WB WB EB WB WB TABLE 21.D10 DOWNTOWN MIAMI DRI UPDATE YEAR 2009 PERSON TRIP CONDITIONS • MIAMI ADOP- TED LOS_" FACILITY TYPE EXISTING LANES__ AM/ PM_DATE COUNT l [1] EXISTING PERSON TRIP VOLUME_,VOLUME__DEV_ [2] YR 2009 BKG PERSON TRIP (31 COMMI- TTED YR 2009 TOTAL BKG PERSON TRIP (41 FUTURE PERSON TRIP CAPACITY TOTAL [51 BKG PERSON TR P V/C ILOS (61 INC-II PROJ. PERSON TRIP YR 2009 TOTAL PERSON TRIP VOLUME [4] FUTURE PERSON TRIP CAPACITY TOTAL (5] TOTAL PERSON TR P V/C 7LOr' PROJ. AS A X OF MAX SERVICE VOLUME PROJ. TRIPS GREATER THAN 5X YES/NO_ E 2LD PM 04/25/01 178 186 67 253 1,592 0.159 C 52 305 1,592 0.192 C 3.27% NO E 972 1.018 92 1,110 1,344 0.826 D 60 1,170 1,344 0.871 D 4.46% NO E 2LD PM 04/25/01 126 132 67 199 1,344 0.148 C 59 258 1,344 0.192 C 4.39% NO E 972 1,018 92 1,110 1,344 0.826 D 67 1,177 1.344 0.876 D 4.99% • NO E 2LD PM 04/25/01 126 132 89 221 1,344 0.164 C 111 332 1,344 0.247 D 8.26% YES E 972 1,018 122 1,140 1,344 0.848 " D 127 1,267 1,344 0.943 E 9.45% YES E+20 2L AM 04/25/01 516 540 138 678 4,104 0.165 C 35 713 4,104 0.174 C 0.85% NO E+20 2L AM 04/25/01 704 737 42 779 4,693 0.166 C 108 887 4,693 0.189 C 2.30% NO E+20 2L PM 04/26/01 1,766 1,850 62 1,912 - 4,352 0.439 D 97 2,009 4.352 0.462 0 2.23% NO E+20 2L PM 05/18/99 1,388 1,471 551 2,022 9,658 0.209 C 90 2.112 9,658 0.219 C 0.93% NO E+20 2L PM 05/18/99 1,244 1,318 306 1,624 9,658 0.168 C 97 1,721 9,658 0.178 C 1.00% NO E+20 2L PM 05/18/99 1,518 1,608 245 1,853 13,498 0.137 C 112 1,965 13,498 0.146 C 0.83% NO E+20 2L PM 05/18/99 2,311 2,449 153 2,602 8.100 0.321 0 90 2,692 8,100 0.332 0 1.11% NO E 2L PM 05/02/01 358 375 158 533 3,264 0.163 C 96 631 3,264 0.193 C 3.00% NO E+20 3L AM 05/18/99 1,977 2,095 425 2,520 11.652 0.216 C 254 2.804 11,652 0.241 C 2.44% NO E+20 3L AM 05/18/99 2.498 2.647 234 2,881 15.153 0.190 C 133 3.014 15,153 0.199 C 0.88% NO E+20 31 AM 05/18/99 2,187 2.317 161 2.478 11,332 0.219 C 110 2,588 11,332 0.228 C 0.97% NO E+20 4L AM 04/19/99 1,550 1,642 145 1,787 6,748 0.265 C 99 1,886 6,748 0.279 C 1.47% NO E+20 5L PM 06/29/99 3,510 3,719 265 3,984 9,938 0.401 D 120 4,104 9.938 0.413 D 1.21% NO E+20 41 PM 06/29/99 3.643 3.860 591 4.451 10,434 0.427 D 247 4.698 10,434 0.450 D 2.37% NO E+20 3L AM 0629/99 2,727 2,889 426 3,315 7,394 0.448 D 255 3.570 7,394 0.483 0 3.45% NO E+20 3L PM 05/18/99 1.459 1,546 403 1,949 5,160 0.378 0 300 2,249 5.160 0.436 0 5.81% YES E+20 3L PM 04/17/01 2,268 2,375 495 2.870 5.284 0.543 D 262 3,132 5.284 0.593 D 4.96% NO Page 5 of 7 SOURCE: KEITH AND SCHNARS. P.A. N:ITRANPLAN\PROJECTS\20011167161TABLES111MATRIX. WK4 • 20-Nov-2001 ROADWAY FROM SE 8 STREET BRICKELL AVENUE S. MIAMI AVENUE S. MIAMI AVENUE SW 1 AVENUE SW 13 STREET BRICKELL AVENUE S. MIAMI AVENUE SW 1 AVENUE SR 836/1395IMACARTHUR PALM ISLAND ENTR BAYSHORE DRIVE N. MIAMI AVENUE 1-95 NW 12 AVENUE NW 17 AVENUE NW27AVENUE NW 37 AVENUE NW 42 AVENUE NW 57 AVENUE NW 72 AVENUE SR826 NW 87 AVENUE SW 1 AVENUE 1.95 S. MIAMI AVENUE SW 1 AVENUE SW 15 ROAD CSWY BAYSHORE DRIVE N. MIAMI AVENUE 1-95 NW 12 AVENUE NW 17 AVENUE NW 27 AVENUE NW 37 AVENUE NW 42 AVENUE NW 57 AVENUE NW 72 AVENUE SR826 NW 87 AVENUE NW 107 AVENUE SR970/DOWNTOWN DISTRIBUTOR 1-95 BRICKELL AVENUE N DIR EB EB EB EB WB EB WB EB W8 EB W8 EB W8 EB WB EB WB EB WB EB WB EB W8 EB WB EB W8 EB W8 EB WB EB WB EB WB EB WB MIAMI ADOP- TED LOS_ E+20 E+20 E+20 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E • TABLE 21.010 DOWNTOWN MIAMI DM UPDATE YEAR 2009 PERSON TRIP CONDITIONS FACILITY TYPE EXISTING AM/ COUNT 111 EXISTING PERSON TRIP [2] YR 2009 BKG PERSON TRIP (3] COMMI• TTED YR 2009 TOTAL BKG PERSON [41 FUTURE PERSON TRIP CAPACITY [51 BKG PERSON TRP _ _. [81 INCaI PROJ. PERSON YR 2009 TOTAL PERSON TRIP (n FUTURE PERSON TRIP CAPACITY [S] TOTAL PERSON TR P PROJ. AS A % OF MAX SERVICE PROJ. TRIPS GREATER THAN 5% LANES_ PM ` DATE _ VOLUME VOLUME DEV. TRIP TOTAL V/C 1 LOS TRIP VOLUME TOTAL WC LOT VOLUME YES/NO _ - 31. AM 108/03/99 2,089 2,213 394 2,607 5.160 0.505 0 0 0 0 0 0 0 0 0 m m U W U W 0 0 0 W U U 0 U U 0 LL W U W LL LL U U U W coal 261-- 2,868 5,160 0.556 0 • 5.06% YES 31. AM 04/25/01 3.370 3,530 490 4,020 5,664 0.710 331 4.351 5,664 0.768 D 5.84% YES 4L AM 04/17/01 3,474 3,639 625 4,264 6,536 0.652 400 4.664 6,536 0.714 D 6.12% YES 4LU AM 05/18/99 1.264 1.339 88 1,427 2,832 0.504 46 1,473 2,832 0.520 D 1.62% NO 860 911 53 964 3.576 0.270 28 992 3.576 0.277 C 0.78% NO 4LU AM 05/18/99 1,264 1,339 187 1,506 2,832 0.532 128 1,634 2.832 0.577 D 4.52% NO 673 713 101 814 2.832 0.287 77 891 2,832 0.315 D 2.72% NO 4LU PM 05/18/99 624 661 305 966 2,584 0.374 254 1,220 2,584 0.472 D 9.83% YES 1,820 1,928 418 2.346 2,832 0.828 292 2.638 2.832 0.931 E 10.31% YES 6LD PM 08/10/99 3.833 4,167 279 4.446 10,956 0.406 142 4,588 10,956 0.419 B 1.30% NO 4,019 4,370 224 4.594 10,956 0.419 124 4.718 10,956 0.431 B 1.13% NO 6LD PM 08/17/99 3.709 4,033 1.446 5.479 9,584 0.572 468 5,947 9,584 0.621 C 4.88% NO 6.068 6,597 1,812 8,409 9,584 0.877 540 8,949 9,584 0.934 E 5.63% YES 610 PM 08/17/99 3,709 4,033 1.447 5,480 9.584 0.572 872 6,352 9.584 0.663 0 9.10% YES 6,068 6,597 1,811 8,408 9,584 0.877 1,004 9,412 9.584 0.982 E 10.48% YES 8L0 AM 06/15/99 8,120 8,828 1,182 10,010 13,072 0.766 754 10,764 13,072 0.823 D 5.77% YES 6.622 7,417 779 8,196 13.816 0.593 453 8,649 13,816 0.826 C 3.28% NO 6L0 PM 06/15/99 5,891 6,405 1,134 7,539 9,584 0.787 768 6,307 9,584 0.867 E 8.01% YES 6.714 7,300 1,469 8,769 9,584 0.915 884 9,653 9.584 1.007 F 9.22% YES + F 8LD AM 09/05/00 5,687 6.132 1,158 7,290 13,072 0.558 772 8,062 13.072 0.817 C 5.91% YES 6.647 7.187 764 7.931 13,072 0.607 464 8,395 13,072 0.642 C 3.55% NO 8LD AM 08/29/00 7,329 7.902 1,228 9.130 13,072 0.698 830 9,960 13,072 0.762 D 6.35% YES 6,395 6,895 795 7,690 13,072 0.588 499 8,189 13,072 0.626 C 3.82% NO 6LD AM 09/05/00 4.434 4,781 1.173 5,954 9,584 0.621 795 6,749 9,584 0.704 D 8.30% YES 6,751 7,279 762 8,041 9.584 0.839 478 8,519 9,584 0.889 E 4.99% NO 6LD AM 09/12/00 8.674 9,352 1,147 10,499 9,584 1.095 772 11,271 9,584 1.176 F 8.06% YES +F 7,640 8,237 738 6.975 9,584 0.936 464 9,439 9,584 0.985 E 4.84% NO 6LD AM 09/05/00 4,416 4,761 1.104 5,865 9,584 0.612 748 6,613 9,584 0.690 0 7.80% YES 7,532 8.121 705 8,826 9,584 0.921 450 9,276 9,584 0.968 E 4.70% NO 6L0 PM 06/08/99 8,105 8,812 1,044 9,856 9.584 1.028 800 10,656 9.584 1.112 F 8.35% YES + F 8,271 8,993 1,390 10,383 9.584 1.083 922 11,305 9,584 1.180 F 9.62% YES + F 810 PM 08/17/99 5,760 6,263 378 6,641 13,072 0.508 254 6,895 13,072 0.527 C 1.94% NO 6.804 7.398 488 7,886 13,072 0.603 292 8.178 13,072 0.626 C 2.23% NO 6LD PM 06/08/99 4.515 4,909 307 5,218 9,584 0.544 215 5,431 9.584 0.567 C 2.24% NO 7.419 8,066 400 8,466 9,584 0.883 247 8,713 9,584 0.909 E 2.58% NO 4LD PM 05/18/99 1.721 1,858 290 2.148 6.240 0.344 462 2,610 6,240 0.418 B 7.40% YES 1.942 2,097 397 2.494 6,240 0.400 532 3.028 6,240 0.485 C 8.53% YES Page 6 of 7 SOURCE: KEITH AND SCHNARS, P.A. N:\TRANPLAN\PROJECTS120011167161TABLES111 MATRIX. WK4 Appendix D Intersection Capacity Analysis Worksheets Existing Adjusted Volume Bric•Station • Background Committed Development Future w/o Future w/ Traffic Columbus DuPont Met Miami Parcels 8, Project Project Traffic Project 1.0 % Tower TAZ 568 Towers Lynx C, & D One Miami Volumes Volumes 2 Brickell Avenue / SE 5 Street NB L 35 36 0 0 0 0 0 0 36 15 51 NB T 1090 1112 15 23 37 9 74 28 1298 0 1298 NBR 12 12 0 34 0 0 0 0 46 0 46 SB L 10 10 0 45 0 0 0 0 55 0 55 SB T 1179 1203 10 0 32 0 217 30 1492 0 1492 SB R 47 48 0 11 0 0 0 0 59 15 74 EB L 41 42 0 7 0 0 0 0 49 EBT 2 2 0 0 0 0 0 0 2 EBR 60 61 0 15 0 0 0 0 76 10 0 10 60 2 86 W B L 14 14 0 22 0 0 0 0 36 0 36 WBT 1 1 0 0 0 0 0 0 1 0 1 WBR • 9 9 0 29 0 0 0 0 39 0 39 Brickell Avenue / SE 6 Street NB L 100 102 0 0 0 0 0 0 102 0 102 NB T 1120 1143 15 57 37 9 74 28 1363 15 1377 NBR 0 0 0 0 0 0 0 0 0 0 0 SBL 0 0 0 SB T 1249 1274 10 SB R 11 11 0 EB L 18 18 0 EBT 0 0 0 EBR 61 62 0 S Miami Avenue / SE 6 Street NB L NB T NB R 0 0 0 0 0 0 0 0 37 32 0 217 30 1600 10 1610 0 0 0 0 0 11 0 11 0 0 0 0 0 360 367 0 0 42 43 0 34 O 0 0 0 18 0 18 0 0 0 0 0 0 0 O 0 0 0 62 0 62 O 0 0 0 0 0 0 9 27 19 0 422 0 422 0 0 0 0 77 7 84 WBL 0 0 0 0 0 0 0 0 0 0 WBT 0 0 0 0 0 0 0 0 0 0 WBR 50 51 0 0 0 0 0 0 51 0 Project Driveway / SE 5 Street NBL 0 0 0 0 0 0 0 0 0 NBT 0 0 0 0 0 0 0 0 0 NBR 0 0 0 0 0 0 0 0 0 6 0 20 0 51 6 0 20 EBL 0 0 0 0 0 0 0 0 0 0 0 EBT 103 105 0 22 0 0 0 0 128 0 128 EBR 0 0 0 0 0 0 0 0 0 7 7 WBL 0 0 0 0 0 0 0 0 0 30 30 WBT 83 85 0 11 0 0 0 0 96 0 96 WBR 0 0 0 0 0 0 0 0 0 0 0 Note: #TSqZ368: 500 Brickell, Beacon at Brickell Village, and Brickell on the River. Intersection Analysis (Feb 06).xls Existing Conditions HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: BRICKELL AVE / SE 5 ST Agency: Area Type: CBD or Similar Date: 8/17/05 Jurisd: MIAMI, FL Illiriod: EXISTING PM PEAK PERIOD Year : 2005 oject ID: BRICKELL STATION MUSP - #05183 E/W St: SE 5 STREET N/S St: BRICKELL AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 1 1 0 L TR 41 2 60 12.0 12.0 0 1 0 LTR 14 1 9 12.0 0 1 2 1 L T R 35 1090 12 12.0 12.0 12.0 1 Southbound L T R 1 3 0 L TR 10 1179 47 12.0 12.0 0 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right EB Right 4, Right WB Right en 20.0 9.0 73.0 Yellow 4.0 3.0 4.0 All Red 1.0 0.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 215 TR 249 Westbound 1235 0.23 0.17 41.4 D 1432 0.29 0.17 42.0 D 41.8 D LTR 234 1345 0.13 0.17 40.4 D 40.4 D Northbound L 297 1593 0.13 0.74 5.4 A T 2026 3192 0.59 0.63 12.7 B 12.5 B R 905 1425 0.01 0.63 7.7 A Southbound L 309 1593 0.04 0.74 6.3 A TR 2882 4540 0.46 0.63 10.9 B 10.9 B • Intersection Delay = 13.3 (sec/veh) Intersection LOS = B. HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA 4Ienvy/Co.: to Performed: 8/17/05 nalysis Time Period: EXISTING PM PEAK PERIOD Intersection: BRICKELL AVE / SE 6 ST Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2005 Project ID: BRICKELL STATION MUSP - #05183 East/West Street: SE 6 STREET North/South Street: BRICKELL AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 100 1120 1249 11 Peak -Hour Factor, PHF 0.91 0.91 0.93 0.93 Hourly Flow Rate, HFR 109 1230 1343 11 Percent Heavy Vehicles 2 -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 1 2 2 0 Configuration L T T TR Upstream Signal? No No •or Street: Approach Westbound Movement 7 8 9 L T R Eastbound 10 11' 12 L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage Lanes Configuration 0 18 0.77 23 2 0 0 LR 0 61 0.77 79 2 Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config L I I LR v (vph) 109 102 C(m) (vph) 504 267 v/c 0.22 0.38 95% queue length 0.81 1.71 Control Delay 14.1 26.6 LOS B D Ilitoach Delay 26.6 oach LOS D HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA �envy/Co.: to Performed: 8/17/05 alysis Time Period: EXISTING PM PEAK PERIOD Intersection: SOUTH MIAMI AVE / SE 6 ST Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2005 Project ID: BRICKELL STATION MUSP - #05183 East/West Street: SE 6 STREET North/South Street: SOUTH MIAMI AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 360 42 Peak -Hour Factor, PHF 0.88 0.88 Hourly Flow Rate, HFR 409 47 Percent Heavy Vehicles -- -- Median Type/Storage Undivided RT Channelized? Lanes 2 0 Configuration T TR Upstream Signal? No 11,--- or Street: Approach Westbound Movement 7 8 9 L T R No Eastbound 10 11 12 L T R Volume 50 Peak Hour Factor, PHF 0.70 Hourly Flow Rate, HFR 71 Percent Heavy Vehicles 0 Percent Grade (%) Flared Approach: Exists?/Storage Lanes 1 Configuration R 0 0 Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config I R I v (vph) C(m) (vph) v/c 95% queue length Control Delay LOS /Roach Delay oach LOS 9.8 A 71 816 0.09 0.29 9.8 A • Future without Project 0 • HCS2000: Signalized Intersections Release 4.1e �en 20.0 Yellow 4.0 All Red 1.0 Intersection Performance Analyst: DPA Inter.: BRICKELL AVE / SE 5 ST Agency: Area Type: CBD or Similar Date: 8/17/05 Jurisd: MIAMI, FL 111, riod: FUTURE W/0 PROJ PM PEAK PERIOD Year : 2007 oject ID: BRICKELL STATION MUSP - #05183 E/W St: SE 5 STREET N/S St: BRICKELL AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 1 1 0 L TR 49 2 76 12.0 12.0 0 0 1 0 LTR 36 1 39 12.0 0 1 2 1 L T R 36 1298 46 12.0 12.0 12.0 5 Southbound L T R 1 3 0 L TR 55 1492 59 12.0 12.0 0 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 5 6 EB Left A NB Left A A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A A Thru A Thru A Right A Right A Peds Peds NB Right EB Right Right WB Right 7 8 9.0 73.0 3.0 4.0 0.0 1.0 Cycle Length: 115.0 secs Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 197 TR 249 Westbound 1134 0.29 0.17 42.2 D 1430 0.37 0.17 42.9 D 42.6 D LTR 189 1089 0.51 0.17 45.5 Northbound L 232 T 2026 R 905 Southbound 45.5 D 1593 0.17 0.74 6.8 A 3192 0.70 0.63 15.0 B 14.6 B 1425 0.05 0.63 7.9 A L 251 1593 0.24 0.74 9.3 A TR 2883 4541 0.58 0.63 12.4 B 12.3 B • Intersection Delay = 15.5 (sec/veh) Intersection LOS = B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY 4Ik sis Time Period: FU TURE UTURE W/0 PROJ PM PEAK PERIOD Intersection: BRICKELL AVE / SE 6 ST Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2007 Project ID: BRICKELL STATION MUSP - #05183 East/West Street: SE 6 STREET North/South Street: BRICKELL AVENUE Intersection Orientation: NS Analyst: DPA ency/Co.: to Performed: 8/17/05 Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 102 1363 1600 11 Peak -Hour Factor, PHF 0.91 0.91 0.93 0.93 Hourly Flow Rate, HFR 112 1497 1720 11 Percent Heavy Vehicles 2 -- -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 1 2 2 0 Configuration L. T T TR Upstream Signal? No No 11,- or Street: Approach Movement Westbound Eastbound 7 8 9 I 10 11 12 L T R I L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage Lanes Configuration 0 18 0.77 23 2 0 0 LR 0 62 0.77 80 2 No / Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config L I I LR v (vph) 112 C(m) (vph) 360 v/c 0.31 95% queue length 1.30 Control Delay 19.5 LOS C /Roach Delay oach LOS 103 185 0.56 2.93 46.5 E 46.5 E HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY DPA Analyst: .ency/Co.: to Performed: Analysis Time Period: Intersection: Jurisdiction: 8/17/05 FUTURE W/0 PROJ PM PEAK PERIOD SOUTH MIAMI AVE / SE 6 ST MIAMI, FL Units: U. S. Customary Analysis Year: 2007 Project ID: BRICKELL STATION MUSP - #05183 East/West Street: SE 6 STREET North/South Street: SOUTH MIAMI AVENUE Intersection Orientation: NS Major Street: Study period (hrs): 0.25 Vehicle Volumes and Adjustments Approach Northbound Movement 1 2 3 L T R Southbound 4 5 6 L T R Volume Peak -Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Median Type/Storage RT Channelized? Lanes Configuration Upstream Signal? 11,-- or Street: Approach Movement 422 0.88 479 Undivided 2 0 T TR No 77 0.88 87 No Westbound 7 8 9 L T R Eastbound 10 11 12 L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Lanes Configuration Exists?/Storage 0 1 51 0.70 72 0 0 Approach Movement Lane Config Delay, NB 1 Queue Length, and Level of Service SB Westbound Eastbound 4 17 8 9 I 10 11 12 1 R v (vph) C(m) (vph) v/c 95% queue length Control Delay LOS 411 oach Delay roach LOS 10.2 72 761 0.09 0.31 10.2 B • Future with Project • HCS2000: Signalized Intersections Release 4.1e Analyst: DPA Inter.: BRICKELL AVE / SE 5 ST Agency: Area Type: CBD or Similar Date: 8/17/05 Jurisd: MIAMI, FL �riod: FUTURE W/ PROJ PM PEAK PERIOD Year : 2007 oject ID: BRICKELL STATION MUSP - #05183 W St: SE 5 STREET N/S St: BRICKELL AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 1 1 0 L TR 60 2 86 12.0 12.0 0 0 1 0 LTR 36 1 39 12.0 0 1 2 1 L T R 51 1298 46 12.0 12.0 12.0 5 Southbound L T R 1 3 0 L TR 55 1492 74 12.0 12.0 0 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 EB Left A Thru A Right A Peds WB Left A Thru A Right A Peds NB Right ORight len 20.0 Yellow 4.0 All Red 1.0 5 6 NB Left A A Thru A Right A Peds SB Left A A Thru A Right A Peds EB Right WB Right 9.0 73.0 3.0 4.0 0.0 1.0 8 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 197 TR 249 Westbound LTR 178 1134 0.36 0.17 43.0 D 1430 0.42 0.17 43.4 D 43.3 D 1026 0.54 0.17 46.8 D 46.8 D Northbound L 229 1593 0.24 0.74 7.4 A T 2026 3192 0.70 0.63 15.0 B 14.5 B R 905 1425 0.05 0.63 7.9 A Southbound L 251 1593 0.24 0.74 9.3 A TR 2878 4534 0.59 0.63 12.5 B 12.4 B • Intersection Delay = 15.8 (sec/veh) Intersection LOS = B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: DPA envy/Co.: to Performed: 8/17/05 nal sis Time Period: y FUTURE W/ PROJ PM PEAK PERIOD Intersection: BRICKELL AVE / SE 6 ST Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2007 Project ID: BRICKELL STATION MUSP - #05183 East/West Street: SE 6 STREET North/South Street: BRICKELL AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 102 1377 1610 11 Peak -Hour Factor, PHF 0.91 0.91 0.93 0.93 Hourly Flow Rate, HFR 112 1513 1731 11 Percent Heavy Vehicles 2 -- -- Median Type/Storage Raised curb / 1 RT Channelized? Lanes 1 2 2 0 Configuration L T T TR Upstream Signal? No No Illrr Street: Approach Westbound Movement 7 8 9 L T R Eastbound 10 11 12 L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage Lanes Configuration 0 18 62 0.77 0.77 23 80 2 2 0 No 0 0 LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L 1 1 LR v (vph) 112 103 C(m) (vph) 357 183 v/c 0.31 0.56 95% queue length 1.31 2.98 Control Delay 19.6 47.4 LOS C E lilloach Delay 47.4 oach LOS E HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: .ency/Co.: to Performed: DPA 8/17/05 Analysis Time Period: FUTURE W/ PROJ PM PEAK PERIOD Intersection: SOUTH MIAMI AVE / SE 6 ST Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2007 Project ID: BRICKELL STATION MUSP - #05183 East/West Street: SE 6 STREET North/South Street: SOUTH MIAMI AVENUE Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 422 84 Peak -Hour Factor, PHF 0.88 0.88 Hourly Flow Rate, HFR 479 95 Percent Heavy Vehicles -- Median Type/Storage Undivided RT Channelized? Lanes 2 0 Configuration T TR Upstream Signal? No •or Street: Approach Westbound Movement 7 8 9 L T R No Eastbound 10 11 12 L T R Volume 51 Peak Hour Factor, PHF 0.70 Hourly Flow Rate, HFR 72 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config I R v (vph) 72 C(m) (vph) 757 v/c 0.10 95% queue length 0.31 Control Delay 10.3 LOS B oach Delay 10.3 roach LOS B Project Driveway 0 0 HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY 40 sis Time Period: FU TURE UTURE W/ PROJ PM PEAK PERIOD Intersection: PROJECT DRIVEWAY / SE 5 ST Jurisdiction: MIAMI, FL Units: U. S. Customary Analysis Year: 2007 Project ID: BRICKELL STATION MUSP - #05183 East/West Street: SE 5 STREET North/South Street: PROJECT DRIVEWAY Intersection Orientation: EW Study period (hrs): 0.25 DPA Analyst: ency/Co.: to Performed: 8/17/05 Vehicle Volumes and Adjustments_ Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 128 7 30 96 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 134 7 31 101 Percent Heavy Vehicles -- 2 Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Sor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 6 20 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 6 21 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LT I LR v (vph) 31 27 C(m) (vph) 1442 845 v/c 0.02 0.03 95% queue length 0.07 0.10 Control Delay 7.6 9.4 LOS A A Ailloach Delay 9.4 oach LOS A • Appendix E Committed Development Information • • • Station Number Location 2000 Volume 2001 Volume 100 EB SE 1 Street 200' West of Biscayne Blvd 13,000 11,000 101 WB Flagler Street 200' West of Biscayne Blvd 4,500 4,700 550 US-1 200' South of Miami River Bridge 39,000 36,000 5042 US-1 200' South of SE 8 Street 32,000 32,500 5045 NB US-1 200' East of SE 2 Avenue on SE 4 Street 21,000 22,500 5046 - SB US-1 200' East of SE 2 Avenue on SE 2 Street 24,500 26,000 5047 US-1 100' South of Flagler Street 42,000 35,500 5090 EB SW 8 Street 200' West of US-1 14,500 13,500 5091 WB SW 7 Street 200' West of US-1 10,000 10,500 Total 200,500 .192,200 Growth Rate -4.1% per year Average = P05183 -1.9% • Brickell Station Growth Rates 2001 2002 Volume Volume 11,000 1 10,500 4,700 1 4,300 36,000 1 35,000 32,500 I 33,000 22,500 1 22,500 26,000 1 23.500 35,500 1 34,000 13,500 1 13,000 10,500 1 9,900 192,200 1 185,700 -3.4 % per year 2002 Volume 2003 Volume 10,500 10,000 4,300 3,800 35,000 31,000 33,000 22,500 31,000 21,000 23,500 22,000 34,000 37,500 13,000 14,500 9,900 10,000 185,700 180,800 -2.6% per year 2003 2004 Volume Volume 10,000 9,300 3,800 4,600 31,000 34,000 31,000 35,500 21,000 23,500 22,000 20,000 37,500 36,000 14,500 11,000 10,000 11,500 180,800 185,400 2.5 per year • 2000 Volume 2004 Volume 13,000 9,300 4,500 4,600 39,000 34,000 32,000 35,500 21,000 23,500 24,500 20,000 42,000 36,000 14,500 11,000 10,000 11,500 200,500 185,400 -1.9 per year Growth Rate.xls • Brickell Station Committed Developments Name Address Description Con omin (DUs)iums Hotel (Rooms) Office (SF) Retail (SF) 50 Biscayne (Columbus Residential Tower/ Columbus Office Tower) 50 Biscayne Boulevard Mixed -use: Residential & Retail 523 - - 15,727 500 Brickell 550 Brickell Avenue, 65, 59, 57, 51, 47, 41 SE 6 Street Mixed Use: residential & retail 633 - - 20,497 Beacon at Brickell Village 30 SE 8 Street & 830 SE 1 Avenue Residential project /with accessory recreational uses 250 Brickell on the River 31 SE 5 Street Residential w/accessory retail & office (2 towers) 712 - 8,400 2,600 Dupont Towers (Dupont Plaza) 300 Biscayne Boulevard Way Mixed Use: Residential, Retail, Restaurant, Condo/Hotel 1,228 62 38,000 Lynx 16 SE 2 Street; 60 SE 2 Street; 41 SE 3 Street; 61 SE 3 Street Mixed Use: Residential, Retail, Office, Hotel & Vertical Sports Club (8 buildings) 521 401 147,696 50,307 Metropolitan Miami: (One Miami B, C, D) 300 SE 3 Street (B-Met 1) 200 SE 3 Street (C-Met 2) 200 S.E. 2 Street (D-Met 3) Mixed Use: residential, retail & entertainment (4 buildings) 1,127 400 678,230 156,301 One Miami (Parcel A) 205 South Biscayne Blvd. Mixed Use: office, residential, commercial 896 - 23,666 12,682 #05183 Committed Developments.xls • 50 Biscayne TAZ 543 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Condominuim Speciality Retail 523 DU 15,727 SF 232 814 62% 44% 126 19 38% 56% 73 24 199 43 GROSS VEHICLE TRIPS 1337% 145 1226% 97 I 43 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips 22.60% of Gross External Trips 10.00% of Gross External Trips (1) (2) (3) 337% 337% 337% 23 33 15 226% 226% 226% 16 22 10 7 10 6 NET EXTERNAL VEHICLE TRIPS 337% 75 226% 50 20 I Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 337% 337% 94 46 . 226% 226% 63 31 28 14 Net External Person Trips (vehicles and transit modes) 337% 140 226% 94 42 I 1 I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 1 337% 30 1 226% 20 I 9 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 05183 - 50 Biscayne T-Gen.xls • • TAZ 543 2005 Cardinal Distribution Direction TAZ 543 NNE 10.85% ENE 5.47% ESE 2.82% SSE 6.70% SSW 9.79% WSW 25.49% WNW 19.84% NNW 19.05% TOTAL 100.01 % • 38.89% 16.32% 35.28% 9.52% #05183 - TAZ 543 TAZ.xIs • • TAZ 568 PM Peak Hour Trip Generation Analysis • USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Condominuim 1,595 DU 232 62% 383 38% 223 606 Office 8,400 SF 710 17% 2 83% 10 12 Speciality Retail 23,097 SF 814 44% 27 56% 35 62 GROSS VEHICLE TRIPS I 61% 412 I 39% 268 I 680 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) 61% 66 39% 43 109 Transit Trip Reduction @ 14.10% of Gross External Trips (2) 61% 58 39% 38 96 Pedestrian / Bicycle Trip Reduction @ 15.00% of Gross External Trips (3) 61% 62 39% 40 102 NET EXTERNAL VEHICLE TRIPS 61 % 226 39% 147 373 I I I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle 61 % 317 39% 206 523 Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 61 % 81 39% 53 134 Net External Person Trips (vehicles and transit modes) 61 % 398 39% 259 657 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle I 61 % 87 1 39% 56 I 143 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II (4) TAZ 568 includes 500 Brickell, Beacon at Brickell Village, and Brickell on the River. # 05183 - TAZ 568 T-Gen.xls TAZ 568 2005 Cardinal Distribution Direction TAZ 568 NNE 15.14% ENE 6.64% ESE 2.17% SSE 4.68% SSW 5.64% WSW 23.73% WNW 17.92% NNW 24.06% TOTAL • 99.98% 41.98% 21.78% 29.37% 6.85% #05183 - TAZ 568 (2005) TAZ.xls • • Dupont Towers TAZ 557 PM Peak Hour Trip Generation Analysis • USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Condominuim Hotel Specialty Retail 1,228 DU 62 Rooms 38,000 SF 232 310 814 62% 53% 44% 295 19 45 38% 47% 56% 172 17 58 467 36 103 GROSS VEHICLE TRIPS I 59% 359 141% 247 I 606 Vehicle Occupancy Adjustment @ Transit Trip Reduction @ Pedestrian / Bicycle Trip Reduction @ 16.00% of Gross External Trips 22.60% of Gross External Trips 10.00% of Gross External Trips (1) (2) (3) 59% 59% 59% 57 81 36 41% 41 % 41 % 40 56 . 25 97 137 61 NET EXTERNAL VEHICLE TRIPS 59% 185 41% 127 311 Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 1.40 Persons/ Vehicle 59% 59% 258 114 41 % 41 % 178 78 436 192 Net External Person Trips (vehicles and transit modes) 59% 372 41% 256 628 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 159% 50 141 % 35 I 85 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 05183 - DuPont T-Gen.xis • • • TAZ 557 2005 Cardinal Distribution Direction TAZ 557 NNE 12.32% ENE 5.59% ESE 1.25% SSE 0.71 % SSW 9.68% WSW 24.85% WNW 22.56% NNW 23.05% TOTAL 100.01 % #05183 - TAZ 557 TAZ.xls • Lynx TAZ 550 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Condominuim Hotel Office Specialty Retail 1 521 DU 401 Rooms 147,696 SQ. FT 50,307 SQ. FT. 232 310 710 814 62% 53% 17% 44% 125 124 37 60 38% 47% 83% 56% 73 112 183 76 198 236 220 136 GROSS VEHICLE TRIPS 197% 346 1125% 444 I 356 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) Transit Trip Reduction @ 22.60% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips _ (3) 97% 97% 97% 55 78 35 125% 125% 125% 71 100 44 57 80 53 NET EXTERNAL VEHICLE TRIPS 97% 178 125% 228 165 I I I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 97% 97% 225 109 125% 125% 288 140 231 113 Net External Person Trips (vehicles and transit modes) 97% . 334 125% 429 344 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 197% 73 1 125% 93 I 75 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 05183 - Lynx T-Gen.xls • • • TAZ 550 2005 Cardinal Distribution Direction TAZ 550 NNE 12.09% ENE 6.69% ESE 5.00% SSE 5.73% SSW 5.45% WSW 24.62% WNW 20.01% NNW 20.40% TOTAL 99.99% 40.41% 18.78% \ 30.07% #05183 - TAZ 550 TAZ.xIs • Metropolitan Miami Parcel B, C, & D TAZ 555 PM Peak Hour Trip Generation Analysis • USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Condominuim 1127 DU 232 62% 270 38% 158 428 Hotel 400 Rooms 310 53% 124 47% 112 236 Office 678,230 SF 710 17% 143 83% 696 839 Speciality Retail 156,301 SF 814 44% 186 56% 238 424 GROSS VEHICLE TRIPS I 57% 723 I 95% 1204 I 1263 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips (1) 57% 116 95% 193 202 Transit Trip Reduction @ 22.60% of Gross External Trips (2) 57% 163 95% 272 285 Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) 57% 72 95% 120 189 NET EXTERNAL VEHICLE TRIPS 57% 372 95% 619 586 1 I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle 57% 470 95% 782 820 Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 57% 229 95% 381 400 Net External Person Trips (vehicles and transit modes) 57% 698 95% 1163 1220 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 57% 152 I 95% 253 I 265 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II (4) TAZ 555 includes Met Miami Parcels B, C & D. # 05183 - Met Miami T-Gen.xls • • TAZ 555 2005 Cardinal Distribution Direction TAZ 555 NNE 11.29% ENE 4.61% ESE 2.08% SSE 1.24% SSW 11.33% WSW 24.87% WNW 23.42% NNW 21.17% TOTAL 100.01 44.59% 15.90% 36.20% 3.32% #05183 - TAZ 555 TAZ.xls • • One Miami Parcel A TAZ 556 PM Peak Hour Trip Generation Analysis • USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL Trips % Trips Trips High -Rise Condominuim Office Specialty Retail 896 23,666 SF 12,682 SF 232 710 814 62% 17% 44% 198 6 15 38% 83% 56% 122 29 19 320 35 34 GROSS VEHICLE TRIPS 156% 219 I 44% 170 I 389 Vehicle Occupancy Adjustment @ 16.00% of Gross External Trips Transit Trip Reduction @ 22.60% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (1) (2) (3) 56% 56% 56% 35 49 22 44% 44% 44% 27 38 17 62 88 39 NET EXTERNAL VEHICLE TRIPS 56% 113 44% 87 200 I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 56% 56% 158 69 44% 44% 122 54 280 123 Net External Person Trips (vehicles and transit modes) 56% 227 44% 176 403 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 1 56% 31 144% 24 I 54 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II # 05183 - One Miami T-Gen.xls • • TAZ 556 2005 Cardinal Distribution Direction TAZ 556 NNE 7.17% ENE 4.61% ESE 1.39% SSE 1.47% SSW 8.25% WSW 26.41% WNW 29.12% NNW 21.58% TOTAL 100.00% 50.70% 11.78% 34.66% 2.86% #05183 - TAZ 556 TAZ.xIs • • Brickell Station Committed Develoment Trip Assignment • Corridor Dir Project Total From To Columbus Tower TAZ 568 DuPont Towers Lynx Met Miami Parcels B, C & D One Miami Brickell Avenue SE 4 Street SE 8 Street NB 28 159 74 17 140 57 475 SB 19 65 64 0 291 44 482 SE 8 Street SW 13 Road NB 14 40 37 17 70 23 200 SB 9 26 38 0 174 26 275 Miami Avenue Flagler Street SE 6 Street SB 7 80 19 103 35 11 254 SE 6 Street SE 8 Street NB 0 60 19 17 35 11 141 SE 8 Street SW 12 Street NB 0 40 19 17 35 11 121 SW 12 Street SW 13 Street NB 0 40 19 17 35 11 121 SE 7 Street Brickell Avenue SW 1 Avenue WB 9 78 26 0 116 18 247 SE 8 Street Brickell Avenue S Miami Avenue EB 14 119 37 33 70 34 308 S Miami Avenue SW 1 Avenue EB 14 139 37 33 70 23 316 Notes: TAZ 568 includes: 500 Brickell, Beacon at Brickell Village and Brickell on the River • Appendix F Traffic Control Measures Plan • • • BRICKELL STATION TRAFFIC CONTROL MEASURES PLAN The project's design and location will reduce the project vehicular traffic volumes as follows: • The project is a proposed residential development which includes retail. This type of development will result in a portion of the trips being captured within the development, or internal to the site. • The project will also provide residential units with accessibility to mass transit. This feature will allow residents to use mass transit for their trip to work. The development will also do the following to further reduce peak hour vehicle trips: • Will encourage employers/landlords to participate in ridesharing programs through South Florida Commuter Services. Available information will be obtained and distributed to all employers/landlords in the development. • Miami -Dade County Transportation Agency current local and regional mass transit route and schedule information will be provided to potential transit users in a prominent public area of the development. The information provided and maintained on the premises will be updated, when necessary, at no less than six month intervals. • Promote mass transit use by encouraging employers/landlords to purchase transit passes and make them available to employees and residents at discounted prices or no charge, or in lieu of subsidized parking. • Encourage employers to implement staggered work hours. Implementation of these items will result in a minimum of ten percent (10%) reduction of peak hour vehicle trips. The performance of the plan will be monitored by measuring actual afternoon peak hour volumes at the project driveways and comparing the counts against total project trips based on the Institute of Transportation Engineers (ITE) trip generation rates. Traffic Control.doc