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Home My WebLink AboutIII. Tab 2. Traffic Impact Analysis• Capital at Bricke Major Use Special P Traffic Impact Study, Prepared by: David Plummer & Associates, Inc. July 2007 DPA Project #04271 • Capital al Brickell MUSP Traffic Impact Study TABLE OF CONTENTS Page List of Exhibits EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 2 1.1 Study Area 2 1.2 Study Objective 2 2.0 EXISTING,TRAFFIC CONDITIONS 4 2.1 Data Collection 4 2.1.1 Roadway Characteristics 4 2.1.2 Traffic Counts 5 2.1.3 Intersection Data 5 2.2 Corridor Capacity Analysis 8 2.3 Intersection Capacity Analysis 10 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS 12 4.0 FUTURE TRAFFIC CONDITIONS 13 4.1 Background Traffic 13 4.2 Committed Developments 13 4.3 Project Traffic 13 4.3.1 Project Trip Generation 13 4.3.2 Project Trip Assignment 16 4.4 Future Corridor Capacity Analysis 20 4.5 Future Intersection Capacity Analysis 20 4.6 Site Access 25 5.0 CONCLUSIONS 26 Appendix A: Approved Transportation Methodology & Site Plan Appendix B: Traffic Counts, FDOT Adjustment Factors & Signal Timing Appendix C: FDOT's Quality/LOS Handbook — Generalized Tables Downtown Miami DRI Increment II Transit Ridership Appendix D: Intersection Capacity Analysis Worksheets Appendix E: Committed Development Information Appendix F: Traffic Control Plan Page i • • Capital at Brickell MUSP Traffic Impact Study Exhibit LIST OF EXHIBITS Page 1 Location Map 3 2 Existing PM Peak Hour Traffic Volumes 6 3 Existing Lane Configurations 7 4 Existing Corridor and Transit Conditions 9 5 Person -trip Volume and Capacity — Existing Conditions Matrix 11 6 Existing Intersection Capacity Analysis Results 10 7 Committed Development Map 14 8 Future PM Peak Hour Traffic Volumes without Project 15 9 PM Peak Hour Project Trip Generation 17 10 Cardinal Distribution 18 11 PM Peak Hour Project Vehicular Trips Assignment 19 12 Person -trip Volume and Capacity — Future Conditions Matrix 21 13 Project PM Peak Hour Vehicular Volumes 22 14 Future with project PM Peak Hour Vehicular Volumes 23 15 Future Intersection Capacity Analysis 24 Page ii • Capital at Brickell MUSP Traffic Impact Study EXECUTIVE SUMMARY The Capital at Brickell project is a proposed mixed use development located on the southwest corner of South Miami Avenue and SW 14 Street in Miami, Florida. The proposed project includes 542 residential dwelling units, 364 condo -hotel rooms (keys), 249,488 SF of office space, 53,834 SF of retail and 9,225 SF of restaurant. Access to the site is proposed on SW 1 Avenue with a service entrance on SW 14 Street. An apartment building with 22 rental units exists at the project site, which would provide vested trip credits. The site plan is included in Appendix A. Build out of the project is anticipated by the year 2010. 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 1 Capital at Brickell MUSP Traffic Impact Study 1.0 INTRODUCTION The proposed Capital at Brickell project is a mixed use development located on the southwest corner of South Miami Avenue and SW 14 Street in Miami, Florida (see Exhibit 1). The proposed project includes 542 residential dwelling units, 364 hotel rooms, 249,488 SF of office space, 53,834 SF of retail and 9,225 SF of restaurant space. Access to the site is proposed on SW 1 Avenue with a service entrance on SW 14 Street. An apartment building with 22 rental units exists at the project site, which would provide vested trip credits. The site plan is included in Appendix A. Build out of the project is anticipated by the year 2010. 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, in Appendix A, the analysis was performed for PM peak conditions. For traffic analysis purposes, the study area is SW 7 Street to the north, SW 15 Road to the south, I-95 to the west, and Biscayne Bay to the east. Corridor capacity analysis was performed for segments of South Miami Avenue and Coral Way. Capacity analysis was performed for the following intersections: SW 14 Terrace / SW 1 Avenue SW 14 Terrace / South Miami Avenue Coral Way (SW 13 Street) / South Miami Avenue 1.2 Study Objective SW 14 Street / SW 1 Avenue SW 14 Street / South Miami Avenue 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 2 • • • NW I ST FLAGLER ST SE ST SW 7 ST N W SE 2 ST SE 3 ST SE SW 8 ST SW 9 ST SW /0 ST SW 12 ST SW 13 (CORAL WAY) SW I/ ST 1,0 14 ST Shy sr WiN Q � 4- s' SE 4 ST NT,S. PROJECT SITE BRICKELL KEY PROJECT: CAPITAL AT BRICKELL MUSP TRAFFIC IMPACT STUDY TITLE: LOCATION MAP EXHIBIT No. 1 Page 3 • • Capital at Brickell MUSP Traffic Impact Study 2.0 EXISTING TRAFFIC CONDITIONS 2.1 Data Collection 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. Coral Way (SW 13 Street) Coral Way (SW 13 Street) between Brickell Avenue and SW 15 Road is a two-way, 4-lane roadway which runs east -west. There is no posted speed limit within the study area. On -street parking is not permitted along Coral Way within the study limits. Miami Avenue Miami Avenue is two-way, 2-lanes from SW 15 Road to SW 13 Street. From SW 13 Street to SW 7 Street, is 2-lanes, 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. Page 4 • Capital at Brickell MUSP Traffic Impact Study 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. Seasonal adjustment factors were obtained from the Florida Department of Transportation (FDOT). Peak Hour Factors (PHF) obtained from the field counts are used for existing conditions. Traffic counts and relevant adjustment factors are included in Appendix B. Exhibit 2 shows the adjusted 2007 PM peak season, peak period 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 5 • • L4a PROJECT CAPITAL AT BRICKELL MUSP TRAFFIC IMPACT STUDY flUE: EXISTING PM PEAK HOUR TRAFFIC VOLUMES EXHIBIT No. 2 Page 6 • • • PROIECT: CAPITAL AT BRICKELL MUSP TRAFFIC IMPACT STUDY 11TLE: EXISTING LANE CONFIGURATION EXHIBIT No. 3 Page 7 • Capital at Brickell 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 8 • • Exhibit 4 Existing Corridor and Transit Conditions Corridor From To Roadway Conditions (vehicles) Transit Conditions (persons) Dir Existing Lanes Count Source/ Period Raw PM Peak Hour Volume Peak Season Factor PM Peak Hour Volume Dir Max Service Volume[1] Total Bus Ridership [2] Bus Capacity [2] Total Metrorail Ridership [2] Metrorail Capacity [2] Total Metromover Ridership 12] Metromover Capacity [2] Total Transit Ridership [2] Transit Capacity [2] Miami Avenue SE 8 St. SW 12 St. NB 2L DPA - PM 394 1.02 401 1990 187 780 553 2925 164 960 904 4665 SW 12 St. SW 13 St. NB 2L DPA - PM 382 1.02 389 1990 187 780 553 2925 164 960 904 4665 SW 13 St. SW 15 Rd. NB 1LU DPA- PM 131 1.02 134 780 0 0 0 0 82 960 82 960 SB 1LU 150 1.02 153 780 0 0 0 0 93 960 93 960 Coral Way Brickell Ave. S. Miami Ave. EB 2L DPA - PM 492 1.02 502 1580 96 260 0 0 0 0 96 260 WB 2L 823 1.02 839 1580 271 520 0 0 0 0 271 520 S. Miami Ave. SW 1 Ave. EB 2L DPA - PM 572 1.02 583 1580 96 260 0 0 0 0 96 260 WB 2L 805 1.02 821 1580 84 260 0 0 0 0 84 260 SW 1 Ave. SW 15 Rd. EB 2L DPA - PM 493 1.02 503 1580 0 0 0 0 0 0 0 0 WB 2L 1028 1.02 1048 1580 92 260 0 0 0 0 92 260 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) • Capital at Brickell 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 four intersections operate within the standard adopted by the city. Exhibit 6 Existing Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U Existing LOS SW 14 Terrace / SW 1 Avenue U A SW 14 Terrace / South Miami Avenue U A SW 14 Street / SW 1 Avenue U A SW 14 Street / South Miami Avenue U B Coral Way / South Miami Avenue S B Source: DPA U= unsignalized S= signalized Note: LOS for unsignalized intersection is based on the delay of the stop controlled movements. Page 10 • • Exhibit 5 Person -Trip Volume and Capacity Existing Conditions Matrix Corridor From To Roadway Mode Transit Mode Segment Total Dir (a) Roadway Vehicular Capacity (b) Pers-Trip Capacity @PPV=1.6 (a)' 1.6 (c) Roadway Vehicular Volume (d) Pers-Trip Volume ©PPV=1.4 (c) • 1.4 (e) Excess Pers-Trip Capacity (b) - (d) (f) Total Pers-Trip Capacity (9) Total Pers-Trip Volume (h) Pers-Trip Excess Capacity (f)-(9) (i) Segment Pers-Trip Capacity (b)+(f) G) Segment Pers-Trip Volume (d)+(g) (k) Pers-Trip Excess Capacity (i)-(j) (I) Segment Person Trip v/c (j)/(i) LOS Mlami Avenue SE 8 St. SW 12 St. SW 13 St. Coral Way Brickell Ave. S. Miami Ave. SW 1 Ave. SW 12 St. SW 13 St. SW 15 Rd. S. Miami Ave. SW 1 Ave. SW 15 Rd. NB NB NB SB EB WB EB WB EB WB [t] 1990 1990 780 780 1580 1580 1580 1580 1580 1580 [2] 3184 3184 1248 1248 2528 2528 2528 2528 2528 2528 [31 401 389 134 153 502 839 583 821 503 1048 [4) 562 545 187 214 703 1175 817 1150 704 1467 • 2622 2639 1061 1034 1825 1353 1711 1378 1824 1061 [5] 4665 4665 960 960 260 520 260 260 0 260 [6] 904 904 82 93 96 271 96 84 0 92 3761 3761 878 867 164 249 164 176 0 168 7849 7849 2208 2208 2788 3048 2788 2788 2528 2788 1466 1449 269 307 799 1446 913 1234 704 1559 6383 6400 1939 1901 1989 1602 1875 1554 1824 1229 0.19 0.18 0.12 0.14 0.29 0.47 0.33 0.44 0.28 0.56 171 C C C C C D C D C D 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). • Capital at Brickell MUSP Traffic Impact Study 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2008 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. These documents show no officially programmed or planned capacity improvement projects within the study area prior to completion of the proposed project. Page 12 • Capital at Brickell MUSP Traffic Impact Study 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic Based on traffic count station data in the vicinity, an annual growth rate of one half ('/2) percent growth factor was established and applied to existing traffic volumes. This growth rate is intended to account for future growth due to additional developments that have not been identified at this time but occur within the study period. 4.2 Committed Developments A list of projects was obtained from the most recent (June 2007) Real Estate Development Database (REDD) on the City of Miami Planning Department website. These projects are either approved and 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 Capital at Brickell are shown in Exhibit 7. The project 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 2010. 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 13 w ti NW l ST FLAGLER ST Q SW 7 ST SW 8 ST SW 9 ST SW 10 ST 0:4 SE ST SW /1 ST SW 12 ST SW 13 ST SW /4 ST N W SE 2 ST SE 3 ST SE S I S�igsr O spy SE 4 ST N.T.S. BRICKELL KEY LEGEND 1 - BRICKELL VIEW TERRACE 2 - CORAL STATION AT BRICKELL WAY VILLAGE 3 - AXIS CONDOMINIUM 4 - 1101 BRICKELL AVENUE 5 - THE PLAZA AT BRICKELL (PHASE II) 6 -1080 BRICKELL 7 -1390 BRICKELL BAY 8 - THE THE BEACON BRICKELL VILLAGE 9 - PREMIERE TOWERS BRICKELL VILLAGE 10 - WEST BRICKELL CENTRE 11 - INFINITY AT BRICKELL 12 - MARY BRICKELL VILLAGE 8 SKYUNE AT MARY BRICKELL V 13 - BRICKELL FLATIRON BUILDING 14 - THE POINTE AT BRICKELL VILLAGE 15 - THE AVENUE 16 - SOUTH MIAMI AVENUE CONDOMINIUM 17 - VILLA MAGNA L4a PROJECT: CAPITAL AT BRICKELL MUSP TRAFFIC IMPACT STUDY VILE: COMMITED DEVELOPMENTS EXHIBIT No. 7 Page 14 • • • PROJECT: CAPITAL AT BRICKELL MUSP TRAFFIC IMPACT STUDY TIRE: FUTURE WITHOUT PROJECT PM PEAK TRAFFIC VOLUMES EXHIBIT No. 8 Page 15 • Capital at Brickell 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 Project Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 574, 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 16 • Capital al Brickell MUSP Traffic Impact Study 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 - Residential Condominium 542 DU 232 62% 124 38% 76 200 Proposed - Hotel 364 Rooms/Keys 310 53% 113 47% 102 215 Proposed - General Office 249,488 SF 710 17% 61 83% 297 358 Proposed - Retail 53,834 SF 814 44% 64 56% 82 146 Proposed - Restaurant 9,225 SF 931 44% 46 56% 23 69 Existing - Apartments (4) 22 DU 220 16% -19 84% -10 -29 GROSS VEHICLE TRIPS 141% 389 1 59% 570 I 959 intemalization 10% -39 -57 -98 Pass -by (retail 8 restaurant) (1) -46 -43 -89 SUBTOTAL VEHICLE TRIPS 139% 304 1 61% 470 774 Vehicle Occupancy Adjustment © 16% of Gross External Trips (1) 39% 49 61% 75 124 Transit Trip Reduction @ 14.10% of Gross Extemal Trips (2) 39% 43 61% 66 109 Pedestrian / Bicycle Trip Reduction g 15.00% of Gross External Trips (3) 39% 46 61 % 71 116 NET EXTERNAL VEHICLE TRIPS 39% 167 61% 258 425 1 1 1 1 Net Extemal Person Trips in Vehicles @ 1.40 Persons/ Vehicle 39% 234 61% 361 595 Net External Person Trips using Transit @ 1.40 Persons/ Vehicle 39% 60 61% 93 153 Net Extemal Person Trips (vehicles and transit modes) 39% 294 61% 454 748 1 1 1 I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 1 39% 64 181 % 99 I 163 Notes (1) Per ITE Trip Generation Handbook, March 2001 (2) 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) (3) Transit/Pedestrian / Bicycle Trip Reduction based transit service provided. Page 17 • Capital at Brickell MUSP Traffic Impact Study Exhibit 10 Cardinal Distribution of Trips Cardinal Direction Distribution TAZ 574 NNE 20.67% ENE 13.22% ESE 2.96% SSE 1.70% SSW 5.25% WSW 21.60% WNW 15.17% NNW 19.43% Total 100% Page 18 • • ti • PROJECT: CAPITAL AT BRICKELL MUSP TRAFFIC IMPACT STUDY PROJECT TRIP ASSIGNMENT 11 Page 19 • Capital at Brickel! 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 -trips to obtain the total year 2010 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 2007 existing traffic to get the total year 2010 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. However, under future without project conditions at the intersection of Coral Way / South Miami Avenue, minor signal timing modifications are recommended to accommodate the higher volumes forecasted on the eastbound approach. This modification is carried through to the future with project scenario. 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 20 • Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix Corridor From To Without Project With Project Dir (a) Existing Pers-Trip Volumes (b) Yr 2010 Pers-Trip 3 0.5% (c) Committed Development Pers-Trip (d) 2010 Total Pers-Trip Volumes (b)+(c) (e) Projected Transit Capacity (f) Future Pers-Trip Capacity (9) Future w/out Proj Pers-Trip (h) Project Pers-Trip Volume (I) Total Pers-Trip Volumes (d)+(h) G) Future Pers-Trip Capacity (k) Future with Proj Pers-Trip v/c (d)/(f) LOS v/c (i)/Q) LOS [l1 [2] [3] [4] [5] [6] [4] [5) Miami Avenue SE 8 St. SW 12 St. NB 1466 1488 980 2468 1452 9301 0.27 C 159 2627 9301 0.28 C SW 12 St. SW 13 St. NB 1449 1471 140 1611 1452 9301 0.17 C 159 1770 9301 0.19 C SW 13 St. SW 15 Rd. NB 269 273 273 546 0 2208 0.25 C 15 561 2208 0.25 C SB 307 312 279 590 0 2208 0.27 C 23 613 2208 0.28 C Coral Way Brickell Ave. S. Miami Ave. EB 799 811 531 1341 -52 2736 0.49 C 114 1455 2736 0.53 C WB 1446 1467 956 2424 472 3520 0.69 D 44 2468 3520 0.70 D S. Miami Ave. SW 1 Ave. EB 913 927 759 1685 -52 2736 0.62 D 272 1958 2736 0.72 D WB 1234 1252 333 1585 -52 2736 0.58 C 44 1629 2736 0.60 D SW 1 Ave. SW 15 Rd. EB 704 715 700 1415 0 2528 0.56 C 15 1429 2528 0.57 C WB 1559 1583 280 1863 -52 2736 0.68 D 23 1885 2736 0.69 D Notes: [1] The Existing Person Trip Volume is obtained from Exhibit 5, column (j) [2] Year 2010 Background Person Trip Volume is derived by applying a 2% growth factor to the existing person -trip volume [3] Projected Transit Capacity was obtained from the Downtown Miami DR! 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 FDOTs Quality/Level of Service Handbook (see Appendix C) [6] Project Person Trip Volumes are derived from Trip Generation Analysis ti • • • PROJECT: CAPITAL AT BRICKELL MUSP TRAFFIC IMPACT STUDY TTTLE: PM PEAK PROJECT TRAFFIC VOLUMES EXHIBIT No. 13 Page 22 • • • PROJECT: CAPITAL AT BRICKELL MUSP TRAFFIC IMPACT STUDY TITLE: FUTURE WITH PROJECT PM PEAK TRAFFIC VOLUMES EXHIBIT No. 14 Page 23 • • Capital at Brickell MUSP Traffic Impact Study Exhibit 15 Future Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U Future Without Project Future w/o Project w/ modified timing Future With Project SW 14 Terrace / SW 1 Avenue U A - B SW 14 Terrace / South Miami Avenue U B - B SW 14 Street / SW 1 Avenue U B - B SW 14 Street / South Miami Avenue U B - C Coral Way / South Miami Avenue S F D D = unsignauzea s= signalize Note: LOS for unsignalized intersection is based on the delay of the stop controlled movements. Source: DPA Page 24 • • Capital at Bricke!! MUSP Traffic Impact Study 4.6 Site Access Access to the site is proposed on SW 1 Avenue with a service entrance on SW 14 Street. The project trips were assigned to the driveway and analyzed. Unsignalized HCS analysis results show adequate operations. The analysis worksheets are included in Appendix D. Page 25 • • Capital at Brickell MUSP Traffic Impact Study 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of Capital at Brickell was performed in accordance with the approved methodology submitted to the city. Analysis of future (2010) 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. Page 26 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 URS Corporation Sonia Shreffler-Bogart, PE Capital at Brickell - #04271 file Fax #: Phone #: Date: Pages: (954) 739-1789 (954) 739-1881 June 21, 2007 3 page(s), including cover Raj: The client has modified the development program for the referenced project, which was found sufficient. The same study methodology will be used for the revised study updating relevant data: development program, traffic counts, planned and programmed capacity improvements and committed developments. Fore ease of review I am using the originally approved methodology with the changes tracked. Per our conversation I have revised the methodology. Changes are shown in bold italics. We have a proposed project located on the southwest corner of South Miami Avenue and SW 14 Street in Miami, Florida pursuing City of Miami approvals. Currently there is an apartment building with 22 rental units on the site. The proposed project consists of approximately 1,000 residential dwelling units, 100,000 SF of office space, 75,000 SF of retail and 25,000 SF of restaurant. The modified (June 2007) development program includes 542 residential dwelling units, 364 condo -hotel rooms (keys), 249,488 SF of office space, 53,834 SF of retail and 9,225 SF of restaurant. Access to the site is proposed on SW 1 Avenue and SW 14 Street, please see Attachment 1 (site plan). The study area is SW 7 Street to the north, I-95 to the west, and Biscayne Bay to the east and SW 15 Road to the south. The subject site is located within limits of the Downtown Miami Area -wide DRI. Build out is scheduled for 2009. This will serve as our methodology for the subject MUSP traffic impact study. • Turning movement traffic counts are to be collected during the PM (4:00-6:00) peak period at five intersections in the immediate project vicinity. • SW 14 Street / SW 1 Avenue (unsignalized) • SW 14 Street / South Miami Avenue (unsignalized) • SW 14 Terrace / SW 1 Avenue (unsignalized) • SW 14 Terrace / South Miami Avenue (unsignalized) • Coral Way / South Miami Avenue (signalized) In addition to these intersections, we will analyze the project driveways. • Segment traffic volumes are to be collected as 24 hour machine counts at the following locations: • South Miami Avenue (SE 8 Street to SE 15 Road) • Coral Way (Brickell Avenue to SE 15 Road) 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com dra • • • • (segments deleted) • 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 (South Miami Avenue and Coral Way) will be established using the person -trip method. The methodology for this method is outlined in the Miami Comprehensive Neighborhood Plan. Rubber tire and fixed rail transit capacity of the study corridors will be established based on available information from Increment II of the Downtown DRI. • Corridor capacity will be estimated using generalized vehicular capacities (converted to person -trips) from the Downtown DRI, 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 consistent with Increment II of the Downtown DRI: • Determine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (ITE) Trip Generation rates or formulas. • Reduce gross vehicular trips by a vehicle occupancy adjustment based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). • Reduce gross vehicular trips by a transit reduction based on projected modal splits from Increment II of the Downtown DRI. • Reduce gross vehicular trips by a pedestrian/bicycle reduction based on estimates from Increment II of the Downtown DRI. • Establish the net external vehicle trips. • Convert the net external vehicle trips to person -trips using 1.4 persons per vehicle pursuant to City standards. • Convert the vehicular trips assigned to transit back to person -trips using 1.4 persons per vehicle pursuant to City standards. • 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 list of relevant projects from the City of Miami Planning and Zoning Department Report on Private Development From 1996 to Present (Updated through Octber 2006) that fall within the established study area,. 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 extemal vehicle trips (adjusted for transit, pedestrian and occupancy as described above) will be used for the intersection capacity analysis. Intersection capacity analyses will be performed at the four study intersections and the proposed project driveways. • 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. tra ffi c_meth_ fax.doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com dP� • • • Appendix B Traffic Counts, FDOT Adjustment Factor & Signal Timings Raw Traffic Counts SW 14TH TERRACE & SW 1ST AVENUE MIAMI, FLORIDA COUNTED BY: LEONOR GIRALDO OT SIGNALIZED TRAFPIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY.BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14TER1AV Page : 1 SW 1ST AVENUE From North Thru UTurn Date 06/26/07 16:00 16:15 16:30 16:45 Hr Total 17:00 17:15 17:30 17:45 Hr Total 29 16 30 38 113 37 38 33 46 154 0 0 0 0 0 0 0 0 0 0 ISW 14TH TERRACE ISW 1ST AVENUE (From East (From South Left 1 Right UTurn Left Right Thru Total 2 6 4 4 16 8 5 10 4 27 4 0 1 1 6 1 2 1 0 4 0 0 0 0 0 0 0 0 . 0 2 2 0 0 4 3 1 1 2 7 0 1 5 1 7 1 5 2 2 10 5 3 3 5 16 3 5 2 3 13 42 28 43 49 162 53 56 49 57 215 'TOTAL' 267 0 43 • • 10 0 11 ( 17 29 I 377 SW 14TH TERRACE & SW 1ST AVENUE MIAMI, FLORIDA COUNTED BY: LEONOR GIRALDO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14TER1AV Page : 2 SW 1ST AVENUE ISW 14TH TERRACE ISW 1ST AVENUE I From North 'From East 'From South I I I ' Thru UTurn Left ' Right UTurn Left I Right Thru I Total Date 06/26/07 Peak Hour Analysis By Entire Peak start 17:00 Volume 154 0 27 Percent 85t 0t 15t Pk total 181 Highest 17:45 Volume 46 0 4 H1 total 50 PHF .90 • • ntersection for the Period: 16:00 to 18:00 on 06/26/07 17:00 17:00 4 0 7 10 13 36t 0t 64t 43t 57t 11 23 17:00 17:15 1 0 3 5 5 4 10 .69 .58 0 0 0 SW 1ST AVENUE 154 27 154 27 181 198 • ALL VEHICLES Intersection Total 215 7 154 0 161 184 0 SW 1ST AVENUE 11 48 23 13 13 0 0 4 4 7 7 37 SW 14TH TERRACE 10 0 10 0 27 0 10 SW 14TH TERRACE 6 SW 1ST AVENUE MIAMI, FLORIDA COUNTED BY: LEONOR GIRALDO SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14TER1AV Page : 1 SW 1ST AVENUE ISW 14TH TERRACE 'SW 16T AVENUE From North 'From East 'From South Peds Thru Left 1 Peda Right Left 1 Peds Right 1 Total Date 06/26/07 16:00 1 0 0 1 0 0( 0 0) 2 16:15 0 0 0) 2 0 0 1 0 3 16:30 5 0 0 0 0 0 0 0) 5 16:45 0 0 0 1 0 0) 0 0) 1 Hs Total 6 0 0 1 4 0 0 1 1 0) 11 17:00 1 0 0) 1 0 0 1 0 0) 2 17:15 0 0 0 1 0 0 0 0) 1 17:30 0 0 0 1 2 0 0) 0 0) 2 17:45 0 0 0 1 2 0 0 1 1 0) 3 Hr Total 1 0 0) 6 0 0) 1 0) 8 •TOTAL+ 7 0 0 10 0 0 2 0 1 19 • v"lica 'k -Ft° riG(c‘ .hf26 Z©o 7' C Vl . Loa eA towtrtit n r' T g na(ize4 SW 14TH TERRACE & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO •T SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14TEMIAM Page : 1 S MIAMI AVENUE 1S MIAMI AVENUE 1SW 14TH TERRACE Prom North 'From South !From West Right Thru Thru UTurn Left Right UTurn Left Total Date 06/26/07 16:00 4 23 30 0 1 1 2 0 1 1 61 16:15 2 25 1 22 0 0 3 0 3 1 55 16:30 1 29 1 20 0 0 1 2 0 4 1 56 16:45 0 26 1 20 0 0 1 0 0 3 1 49 Hr Total 7 103 1 92 0 1 1 7 0 11 1 221 17:00 1 42 1 29 0 0 1 4 0 5 1 81 17:15 2 33 1 41 0 0 1 0 0 8 1 84 17:30 1 42 1 31 0 0 1 1 0 11 1 86 17:45 1 38 1 38 0 0 1 0 0 6 1 83 Hr Total 5 155 1 139 0 0 1 5 0 30 1 334 •TOTAL+ 12 258 1 231 0 1 1 12 0 41 1 555 • • SW 14TH TERRACE & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO orirSIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00070175 Start Date: 06/26/07 File I.D. : 1.4TSMIAM Page : 2 S MIAMI' AVENUE IS MIAMI AVENUE From North 'From South ISW 14TH TERRACE 'From West Right Thru I Thru UTurn Left I Right UTurn Left Date 06/26/07 Peak Hour Analysis By Entire Intersection for the Period: 16:00 Peak start 17:00 I 17:00 17:00 Volume 5 155 I 139 0 0 5 0 30 Percent 31 97% I 1001 0% 01 14% 01 861 Pk total 160 I 139 35 Highest 17:00 I 17:15 17:30 Volume 1 42 I 41 0 0 1 0 11 Hi total 43 I 41 12 PHF .93 I .85 .73 S MIAMI AVENUE • 0 • 5 155 mimmiummilimmi 0 5 155 0 160 41ir 14TH TERRACE 0 0 5 5 • 30 30 1 0 35 5 5 1 0 • 0 40 329 Total to 18:00 on 06/26/07 30 139 0 169 • ALL VEHICLES Intersection Total 334 0 155 5 160 299 0 0 S MIAMI AVENUE 139 • 139 139 0 0 0 SW 14TH TERRACE 6 S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO irT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4361 PEDESTRIANS Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14TEMIAM Page : 1 S MIAMI AVENUE IS MIAMI AVENUE From North 'From South Pede Right 1 Peds Date 06/26/07 16:00 0 16:15 0 16:30 0 16:45 1 Hr Total 1 • BREAK • ISW 14TH TERRACE From West Thru Left 1 Pede Right Left 1 Total 0. J 0 0 0 1 0 0 0 o 0 0 00 0 0 O 1 0 0 0 1 0 0 0 0. 1 0 0 0 l 0 0 0 O 0 0 0( 0 o 0 0 0 0 1 *TOTAL* 1 0 • • 0 0 0 0 0 0 1 �w « wtiawkt ,Ft_068a avke Zoo, 2007 drawvt 'Ad) PMc,&vto SOTS 9c1OCl i mac( • SW 14TH STREET 6 SW 1ST AVENUE MIAMI, FLORIDA COUNTED BY: JORDAN TORRES SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14ST_1AV Page : 1 SW 1ST AVENUE ISW 14TH STREET 1SW 1ST AVENUE 1 From North From East 'From South Thru UTurn Left I Right UTurn Left 1 Right Thru Total Date 06/26/0/ 16:00 30 0 0 I 3 0 2 0 8 43 16:15 19 0 0 I 10 0 2 0 3 34 16:30 34 0 0 I 5 0 2 0 4 45 16:45 35 0 0) 2 0 4 0 6 47 Hr Total 118 0 0 I 20 0 10 1 0 21 1 169 17:00 43 0 0 (' 5 0 0 1 0 5 1 53 17:15 43 0 0 I 3 0 2 0 7 55 17:30 39 0 0 1 7 0 3 J 0 5 1 54 17:45 46 0 0) 2 0 2 1 0 4 54 Hr Total 171 0 0 I 17 0 7 0 21 216 •TOTAL• 289 0 0 I37 0 17 0 42 1 385 • SW 14TH STREET & SW 1ST AVENUE MIAMI, FLORIDA COUNTED BY: JORDAN TORRES OT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14ST_lAV Page : 2 SW 1ST AVENUE ISW 14TH STREET ISW 1ST AVENUE I From North IFrom East (From South I I I Thru UTurn Left I Right UTurn Left I Right Thru I Total Date 06/26/07 Peak Hour Analysis By Entire Intersection for the Period:16:00 to 18:00 on 06/26/07 Peak start 17:00 17:00 17:00 Volume 171 0 0 17 0 7 0 21 Percent 100% 0t 0% 71% 0f 291t 04 1001 Pk total 171 24 21 Highest 17:45 17:30 17:15 Volume 46 0 0 7 0 3 0 7 Hi total 46 10 7 PHP .93 .60 .75 • 0 0 • • SW 1ST AVENUE 171 0 0 21 17 0 171 0 38 171 209 • ALL VEHICLES Intersection Total 216 7 171 0 178 199 0 SW 1ST AVENUE 24 0 0 17 17 24 0 21 21 21 7 7 0 SW 14TH STREET 0 0 0 0 0 SW 14TH STREET & SW 1ST AVENUE MIAMI, FLORIDA COUNTED BY: JORDAN TORRES eT 3ICiNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14ST 1AV Page : 1 SW 1ST AVENUE ISW 14TH STREET 1SW 1ST AVENUE From North IFrom Eaet 'From South Pede Thru Left Pede Right Left ( Pede Right 1 Total Date 06/26/07 16:00 3 0 0 1 3 0 0 1 0 0 6 16:15 1 0 0 1 0 0 0 1 0 2 16:30 4 0 0 1 2 0 0 l 3 0 9 16:45 1 0 0 1 4 0 0 1 0 0 1 5 Hr Total 9 0 0 9 0 0 1 4 0 1 22 17:00 5 0 0 1 2 0 0 2 0 9 17:15 2 0 0 1 0 0 0 1 1 0 1 3 17:30 1 0 0 3 0 0 0 0 1 4 17:45 1 0 0 1 0 0 0 1 0 0 1 1 Hr Total 9 0 0 1 5 0 0 1 3 0 1 17 •TOTAL• 18 0 0 1 14 0 0 1 7 0 1 39 • • )M4tawlk fcCggick 3wv.e. 2 6 Zoo7 araw (0'. Cubs NOVki Ao AoT S '‘9nalio2tcl SW 14TH STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: JUSTIN RIVERS 10 SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14STMIAM Page : 1 S MIAMI AVENUE 1SW 14TH STREET 1S MIAMI AVENUE 1SW 14TH STREET, From North 'From East (From South 'From West 1 Right Thru UTurn Left 1 Right Thru UTurn Left 1 Right Thru UTurn Left 1 Right Thru UTurn Left 1 Total Date 06/26/07 16:00 3 22 0 5 1 10 0 0 4 1 5 35 0 0 1 0 0 0 0 1 84 16:15 1 20 0 9 1 7 1 0 6 1 5 21 0 0 1 0 0 0 0 1 70 16:30 3 27 1 5 1 14 0 0 0 1 3 34 0 0 1 0 0 0 0 1 87 16:45 1 30 0 4 1 8 3 0 3 1 7 28 0 0 1 0 0 0 0 1 84 Hr Total 8 99 1 23 1 39 4 0 13 1 20 118 0 0 1 0 0 0 0 1 325 17:00 4 41 0 3 1 12 2 0 5 1 3 34 0 0 1 0 0 0 0 1 104 17:15 2 33 0 4 1 19 2 0 6 1 5 34 0 1 1 0 0 0 0 1 106 17:30 4 32 0 8 1 16 2 0 7 1 5 32 0 1 1 0 0 0 0 1 107 17:45 2 36 0 4 1 13 1 0 10 1 4 38 0 0 1 0 0 0 0 1 108 Hr Total 12 142 0 19 1 60 7 0 28 1 17 138 0 2 1 0 0 0 0 1 425 •T0TAL• 20 241 1 42 1 99 11 0 41 1 37 256 0 2 1 0 0 0 0 1 750 • • SW 14TH STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: JUSTIN RIVERS 11111 SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00070175 Start Date: 06/26/07 File I.D. : 14STMIAM Page : 2 S MIAMI AVENUE From North ISW 14TH STREET (From East IS MIAMI AVENUE 'From South ISW 14TH STREET 'From West Right Thru UTurn Left I Right Thru UTurn Left 1 Right Thru UTurn Left 1 Right Thru UTurn Left Date 06/26/07 Peak Peak start 17:00 Volume 12 142 0 19 Percent 7# 82# 0# 11% Pk total 173 Highest 17:00 Volume 4 41 0 3 Hi total 48 PHF .90 Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 06/26/07 17:00 17:00 60 7 0 28 17 138 0 2 63% 7# 0# 29% 114 88% 0# 1# 95 157 17:15 17:45 19 2 0 6 4 38 0 0 27 42 .88 .93 • 0 • 12 0 12 41 14TH STREET 2 7 12 21 • 0 0 • 0 0 0 0 S MIAMI AVENUE 142 142 173 19 19 21 371 0 138 60 198 • ALL VEHICLES Intersection Total 425 28 142 0 170 327 t-- • 2 2 S MIAMI AVENUE 95 131 157 • 138 138 1 17:00 0 0 0 0 0# 0# 0# 0# 0 16:00 0 0 0 0 0 .0 0 60 Total 0 60 7 7 28 28 36 SW 14TH STREET 19 0 17 17 0 17 0 SW 14TH STREET & S MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: JUSTIN RIVERS er SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 PEDESTRIANS Site Code : 00070175 Start Date: 06/26/07 File I.D. 14STMIAM Page : 1 S MIAMI AVENUE ISW 14TH STREET IS MIAMI AVENUE ISW 14TH STREET I From North 'From East (Prom South !From West I I ! I I Pede Right Thru Left I Peds Right Thru Left 1 Pede Right Thru Left ! Pede Right Thru Left I Total Date 06/26/07 16:00 5 0 0 0 1 0 0 0 0 1 0 0 . 0 0 1 0 0 0 0! 5 16:15 3 0 0 0 1 1 0 0 0 1 1 0 0 0 1 0 0 0 0 1 5 16:30 2 0 0 0 1 2 0 0 0 4 0 0 0 1 0 0 0 0 1 8 16:45 0 0 0 0 1 0 0 0 0 1 4 0 0 0 1 0 0 0 0 1 4 Hr Total 10 0 0 0 1 3 0 0 0 I 9 0 0 0! 0 0 0 0 1 22 17:00 1 0 0 0 1 0 0 0 0 1 4 0 0 0 1 0 0 0 0 1 5 17:15 3 0 0 0! 0 0 0 0! 1 0 0 0! 0 0 0 0 1 4 17:30 2 0 0 0 1 0 0 0 0 1 1 0 0 0 1 0 0 0 0 1 3 17:45 2 0 0 0 1 0 0 0 0 1 1 0 0 0 l 0 0 0 0 1 3 Hr Total 8 0 0 0 1 0 0 0 0! 7 0 0 0 1 0 0 0 0 1 15 *TOTAL* 18 0 0 0 1 3 0 0 0 1 16 0 0 0! 0 0 0 0 1 37 • MoIM; ,f-La(ic14 Tkvkt 740( Z.007 ckawh kJj; Luis Porlomit.to Yl6tb_z5ti0.ti2P.d CORAL WAY/SW 13TH STREET & S MIAMI AVENUE, MIAMI, FLORIDA COUNTED BY: GIANCARLO JOHN 11111IGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : Start Date: File I.D. : Page 00070175 06/26/07 CORAMIAM 1 S MIAMI AVENUE From North Right Thru UTurn Date 06/26/07 16:00 12 18 16:15 13 18 16:30 14 17 16:45 15 15 Hr Total 54 68 17:00 47 33 17:15 21 22 17:30 38 27 17:45 28 23 Hr Total 134 105 0 0 0 0 0 0 0 0 0 0 'CORAL WAY 'Prom East Is MIAMI AVENUE From South 'CORAL WAY 'From West Left ( Right Thru UTurn Left ' Right Thru UTurn Left ' Right Thru UTurn Left ' Total 3 6 3 4 16 8 9 13 11 41 34 31 23 30 118 25 33 41 46 145 162 135 145 136 578 220 200 203 192 815 0 0 1 0 1 0 0 0 0 0 7 5 5 5 22 3 5 3 6 17 6 2 10 4 22 6 11 6 4 27 26 24 31 24 105 29 38 35 31 133 0 0 0 0 0 0 0 0 0 0 12 10 18 12 52 12 15 19 17 63 9 8 17 16 50 12 12 13 11 48 95 B9 97 106 387 110 121 101 125 457 0 0 0 0 0 0 0 0 0 0 29 22 23 21 95 25 34 27 28 114 413 363 404 388 1568 530 521 526 .522 2099 *TOTAL," 188 173 0 57 1 263 • 1393 1 39 1 49 238 0 115 1. 98 844 0 209 1 3667 CORAL WAY/SW 13TH STREET 6 S MIAMI AVENUE, MIAMI, FLORIDA COUNTED BY: GIANCARLO JOHN eNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00070175 Start Date: 06/26/07 File I.D. : CORAMIAM Page : 2 S MIAMI AVENUE From North ' Right Thru UTurn Date 06/26/07 Peak Hour Analysis By Peak start 17:00 Volume 134 105 Percent 48% 38t Pk total 280 Highest 17:00 Volume 47 33 Hi total 88 PHF .80 Entire 0 0% 0 CORAL WAY 18 MIAMI AVENUE 'From East IFrom South Left I Right Thru UTurn Left Right Thru UTurn (CORAL WAY 'From West Left I Right Thru UTurn Left Total Intersection for 17:00 41 145 154 151 977 17:00 8 25 248 .98 0 0 134 134 4101RAL WAY 63 815 134 1,012 114 114 • 457 the Period: 16:00 to 18:00 on 06/26/07 17:00 815 0 17 27 133 83t 01 21 124 601 223 17:15 220 0 3 11 38 64 .87 S MIAMI AVENUE 105 41 105 41 280 672 457 619 48 48 J 0 • O 63 0% 281 114 133 145 392 O 15 • ALL VEHICLES 1,631 1,502 Intersection Total 2,099 17 105 48 170 393 63 63 S MIAMI AVENUE 17:00 48 457 8i 741 619 17:15 12 121 167 .93 0 0 114 0% 18% 0 34 0 145 145 977 815 223 • 133 133 815 17 17 525 CORAL WAY r27 0 27 0 41 457 27 CORAL WAY/SW 13TH STREET & S MIAMI AVENUE, MIAMI, FLORIDA COUNTED BY: GIANCARLO JOHN •ONALI ZED TRAFFIC SURVEY 624 GARD DELRAY BEACH, (561) 272-3255 SPECIALISTS, INC. ENIA TERRACE FLORIDA 33444 FAX (561) 272-4381 PEDESTRIANS Site Code : 00070175 Start Date: 06/26/07 File I.D. : CORAMIAM Page : 1 S MIAMI AVENUE From North Peds .Right Thru Date 06/26/07 16:00 16:15 16:30 16:45 Hr Total 17:00 17:15 17:30 17:45 Hr Total 5 3 5 4 17 2 9 4 9 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'CORAL WAY 'From East Left Peds Right Thru IS MIAMI AVENUE 'From South Left f Peds Right Thru 'CORAL WAY 'From West Left Peds Right Thru Left I Total 0 0 0 0 0 0 0 0 0 0 0 2 2 3 7 3 0 3 2 8 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 4 11 1 16 2 2 3 2 9 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 4 5 10 4 1 2 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 10 22 13 50 11 12 12 13 48 *TOTAL,* 41 0 0 • 15 0 0 0 1 25 0 0 0( 17 0 0 0 I 98 (comiw�r) z yv N3 4r v1� T NA.ioLwl; klic>rtgq Suv2 V0 i 2007 ckakoAbd : (.)kS NoviAio J�gA4tized • 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 : D0626002.PRN Station : 000000062501 Identification : 000058410088 Interval : 15 minutes Start date : Jun 26, 07 Start time : 00:00 Stop date : Jun 26, 07 Stop time : 24:00 City/Town : Miami, Florda County : Dade Location : S Miami Avenue South of SW 10 Street ******************************************************************************* Jun 26 Northbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 17 4 2 2 1 3 14 69 86 112 83 65 30 15 7 3 2 0 3 35 60 109 97 95 69 45 3 2 2 2 4 10 56 60 102 62 81 82 00 5 2 4 1 3 15 60 80 108 80 74 74 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 40 15 11 7 8 31 165 269 405 351 333 290 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 87 120 90 101 86 102 125 121 77 57 48 30 30 127 92 101 94 77 115 118 96 73 63 46 26 45 134 103 79 111 93 115 124 83 67 48 36 28 00 106 97 99 76 87 112 90 73 72 40 30 19 • Total 454 412 369 382 343 444 457 373 289 208 160 103 24 Hour Total : 5919 AM peak hour begins : 08:15 AM peak volume : 431 Peak hour factor : 0.96 PM peak hour begins : 12:15 PM peak volume : 487 Peak hour factor : 0.91 ******************************************************************************* • • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0626006.PRN Station : 000000062502 Identification : 000058410100 Interval : 15 minutes Start date : Jun 26, 07 Start time : 00:00 Stop date : Jun 26, 07 Stop time : 24:00 City/Town : Miami, Florda County : Dade Location : S Miami Avenue North of SW 11 Terrace ******************************************************************************* Jun 26 Northbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 14 4 4 2 1 4 9 63 91 121 82 62 30 14 6 3 3 0 4 28 57 112 96 90 71 45 3 4 2 1 4 11 43 66 107 67 78 79 00 5 2 4 1 1 11 49 83 111 80 72 74 Hr Total 36 16 13 7 6 30 129 269 421 364 322 286 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 91 111 90 98 86 97 126 110 69 49 41 25 30 128 88 94 89 82 113 115 90 76 54 35 18 45 121 100 67 99 87 107 113 78 67 45 34 26 00 104 94 95 66 87 104 86 68 69 41 29 15 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Total 444 393 346 352 342 421 440 346 281 189 139 84 4 Hour Total 5676 AM peak hour begins : 08:15 AM peak volume : 451 Peak hour factor : 0.93 PM peak hour begins : 12:15 PM peak volume : 464 Peak hour factor : 0.91 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 411 ****************************************************************************** ata File : D0626001.PRN Station : 000000062503 Identification : 000411692131 Interval : 15 minutes Start date : Jun 26, 07 Start time : 00:00 Stop date : Jun 26, 07 Stop time : 24:00 City/Town : Miami, Florda County : Dade Location : S Miami Avenue South of SW 14 Terrace ******************************************************************************* Jun 26 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 4 1 2 1 0 0 6 33 41 45 24 9 30 1 4 1 2 0 2 17 24 40 23 15 16 45 2 2 3 0 0 4 19 23 39 22 12 22 00 3 0 1 2 0 6 27 26 46 25 9 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 10 7 7 5 0 12 69 106 166 115 60 70 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 16 15 17 19 32 31 42 38 29 27 18 8 30 38 20 26 20 26 41 41 37 35 27 11 8 45 21 21 19 16 28 32 49 33 27 17 17 5 00 23 20 16 13 28 44 37 31 34 17 16 5 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 98 76 78 68 114 148 169 139 125 88 62 26 0 Hour Total : 1818 peak hour begins : 08:15 AM peak volume : 170 Peak hour factor : 0.92 PM peak hour begins : 17:45 PM peak volume : 176 Peak hour factor : 0.90 ******************************************************************************* Jun 26 Southbound Volume for Lane 2 • End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 3 2 1 0 0 0 4 12 30 20 13 10 30 8 2 0 0 0 2 5 10 15 24 19 19 45 y 5 1 1 2 0 1 4 10 23 12 13 13 00 6 1 0 0 0 4 8 18 22 12 25 19 ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 22 6 2 a 2 0 7 21 50 90 68 70 61 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 18 15 21 28 29 53 51 27 27 5 6 12 30 23 17 33 23 30 32 36 27 10 25 16 10 45 19 17 29 16 34 42 61 31 22 16 7 2 00 28 19 20 23 34 46 31 40 19 10 8 7 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 88 68 103 90 127 173 179 125 78 56 37 31 24 Hour Total : 1554 AM peak hour begins : 08:00 AM peak volume : 90 Peak hour factor : 0.75 PM peak hour begins : 17:45 PM peak volume : 194 Peak hour factor : 0.80 ******************************************************************************* • • 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 Station Identification Start date Stop date City/Town Location Interval Start time Stop time County South of SW 14 Terrace ******************************************************************************* Jun 26 Total Volume for All Lanes D0626001.PRN 000000062503 000411692131 Jun 26, 07 Jun 26, 07 Miami, Florda S Miami Avenue : 15 minutes : 00:00 : 24:00 : Dade End Time 00 15 30 45 00 7 9 7 9 01 02 3 6 3 1 3 1 4 1 03 1 2 2 2 04 05 0 0 0 4 0 5 0 10 06 10 22 23 35 07 45 34 33 44 Hr Total 32 13 9 7 0 19 90 156 08 71 55 62 68 256 09 65 47 34 37 10 11 37 34 25 34 19 35 35 42 183 130 131 End Time 12 13 14 15 16 15 34 30 38 47 61 30 61 37 59 43 56 45 40 38 48 32 62 00 51 39 36 36 62 ---- ---- ---- ---- Total 186 144 181 158 241 17 84 73 74 90 321 18 93 77 110 68 348 19 65 64 64 71 264 20 56 45 49 53 203 21 32 52 33 27 22 23 24 27 24 24 20 18 7 12 144 99 57 Z4 Hour Total : 3372 AM peak hour begins : 08:00 AM peak volume : 256 Peak hour factor : 0.90 PM peak hour begins : 17:45 PM peak volume : 370 Peak hour factor : 0.84 ******************************************************************************* • 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 : D0626005.PRN Station : 000000062506 Identification : 000210521202 Interval : 15 minutes Start date : Jun 26, 07 Start time : 00:00 Stop date : Jun 26, 07 Stop time : 24:00 City/Town : Miami, Florda County : Dade Location : SW 13 Street East of S Miami Avenue ******************************************************************************* Jun 26 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- 15 18 9 7 7 5 4 20 67 153 254 159 139 30 19 9 1 7 1 10 50 111 222 221 147 105 45 12 7 0 1 8 16 67 126 266 173 102 130 00 10 3 3 6 5 18 63 191 275 146 141 101 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 59 28 11 21 19 48 200 495 916 794 549 475 End Time 12 13 • 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 127 133 133 104 106 133 135 116 85 81 83 • 36 30 113 132 143 113 90 •128 132 122 89 98 62 33 45 129 154 114 119 122 141 119 91 101 65 65 38 00 132 151 137 106 112 152 144 110 79 69 64 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Total 501 570 527 442 430 554 530 439 354 313 274 130 411 Hour Total : 8679 AM peak hour begins : 08:15 AM peak volume : 1017 Peak hour factor : 0.92 PM peak hour begins : 13:30 PM peak volume : 581 Peak hour factor : 0.94 ******************************************************************************* Jun 26 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 29 6 6 3 2 5 18 65 118 148 143 140 30 17 8 4 6 5 9 31 69 124 152 144 142 45 8 12 4 0 3 9 45 88 136 133 127 141 00 12 4 1 2 5 15 36 93 142 131 125 143 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 66 30 15 11 15 38 130 315 520 564 539 566 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- -=-- ---- 15 187 169 147 133 198 234 223 154 120 100 81 45 30 172 166 147 202 170 220 196 154 113 75 82 39 45 172 164 164 181 177 241 186 146 124 91 60 35 00 184 145 154 160 172 233 182 127 98 89 55 30 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 715 644 612 676 717 928 787 581 455 355 278 149 24 Hour Total : 9706 AM peak hour begins : 11:30 AM peak volume : 643 Peak hour factor : 0.86 PM peak hour begins : 17:00 PM peak volume : 928 Peak hour factor : 0.96 ******************************************************************************* • • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0626005.PRN Station : 000000062506 Identification : 000210521202 Interval : 15 minutes Start date : Jun 26, 07 Start time : 00:00 Stop date : Jun 26, 07 Stop time : 24:00 City/Town : Miami, Florda County : Dade Location : SW 13 Street East of S Miami Avenue ******************************************************************************* Jun 26 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 ---- ---- --=- ---- ---- ---- 15 47 15 13 10 7 9 38 30 36 17 5 13 6 19 81 45 20 19 4 1 11 25 112 00 22 7 4 8 10 33 99 Hr Total 125 58 26 32 34 86 330 07 132 180 214 284 810 08 271 346 402 417 1436 09 402 373 306 277 1358 10 302 291 229 266 1088 11 279 247 271 244 1041 End Time 12 13 15 314 302 30 285 298 45 301 318 00 316 296 0 Total 1216 1214 14 280 290 . 278 291 1139 15 237 315 300 266 1118 16 304 260 299 284 1147 17 367 348 382 385 1482 18 358 328 305 326 1317 19 270 276 237 237 1020 20 205 202 225 177 809 21 181 173 156 158 22 164 144 125 119 668 552 23 81 72 73 53 279 Hour Total : 18385 AM peak hour begins : 08:30 AM peak volume : 1594 Peak hour factor : 0.96 PM peak hour begins : 17:00 PM peak volume : 1482 Peak hour factor : 0.96 ******************************************************************************* • 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 : D0626004.PRN Station : 000000062505 Identification : 749600650020 Interval : 15 minutes Start date : Jun 26, 07 Start time : 00:00 Stop date : Jun 26, 07 Stop time : 24:00 City/Town : Miami, Florda County : Dade Location : SW 13 Street East of SW 1 Avenue ******************************************************************************* Jun 26 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 20 13 8 7 5 11 27 88 191 286 185 125 30 19 9 1 7 3 12 63 118 261 230 182. 117 45 13 8 1 3 11 19 98 151 340 .187 126 144 00 10 8 6 7 6 28 91 211 340 189 160 125 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 62 38 16 24 25 70 279 568 1132 892 653 511 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 156 161 156 140 130 159 152 133 103 98 91 48 30 128 164 170 143 118 149 151 145 109 112 69 39 45 159 179 138 161 136 143 151 119 121 71 71 39 00 148 179 167 125 153 156 156 130 95 73 74 24 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ____• Total 591 683 631 569 537 607 610 527 428 354 305 150 Hour Total : 10262 AM peak hour begins : 08:15 AM peak volume : 1227 Peak hour factor : 0.90 PM peak hour begins : 13:30 PM peak volume : 684 Peak hour factor : 0.96 ******************************************************************************* Jun 26 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 --- ---- ---- ---- ---- ---- ---- ---- ---- 15 26 8 7 4 2 4 17 50 103 127 110 113 30 16 9 4 2 6 7 27 50 104 97 110 119 45 11 10 4 1 2 5 40 66 115 92 110 130 00 12 6 1 4 5 13 31 67 159 93 104 120 ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 65 33 16 11 15 29 115 233 481 409 434 482 End Time 12 . 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 175 156 111 142 176 263 218 155 114 92 82 51 30 153 134 118 172 148 221 188 138 95 69 72 50 45 148 141 141 175 176 239 173 140 117 83 64 31 00 176 127 137 157 156 231 177 121 84 81 54 34 ---- ---- ---- ---- ---- ---- Hr Total 652 558 507 646 656 954 756 554 410 325 272 166 24 Hour Total : 8779 AM peak hour begins : 11:30 AM peak volume : 578 Peak hour factor : 0.83 PM peak hour begins : 17:00 PM peak volume 954 Peak hour factor : 0.91d ***************************************************************************** • 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 Station Identification Start date Stop date City/Town Location Interval Start time Stop time County of SW 1 Avenue ******************************************************************************* Jun 26 Total Volume for All Lanes D0626004.PRN 000000062505 749600650020 Jun 26, 07 Jun 26, 07 Miami, Florda SW 13 Street East : 15 minutes : 00:00 : 24:00 : Dade End Time 00 15 30 45 00 46 35 24 22 Hr Total 127 01 02 03 21 15 11 18 5 9 18 5 4 14 7 11 71 32 04 7 9 13 11 05 15 19 24 41 06 44 90 138 122 35 40 99 394 07 138 168 217 278 801 08 294 365 455 499 1613 09 413 327 279 282 1301 10 295 292 236 264 1087 11 238 236 274 245 993 End Time 12 13 14 15 15 331 317 267 282 30 281 298 288 315 45 307 320 279 336 00 324 306 304 282 Total 1243 1241 1138 1215 litHour Total : 19041 AM peak hour begins : 08:15 AM peak volume : 1732 Peak hour factor : 0.87 PM peak hour begins : 17:00 PM peak volume : 1561 Peak hour factor : 0.92 ******************************************************************************* 16 306 266 312 309 1193 17 422 370 382 387 1561 18 370 288 217 190 173 99 339 283 204 181 141 89 324 259 238 154 135 70 333 251 179 154 128 58 1366 1081 838 679 577 316 19 20 21 22 23 • • 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 Station Identification Start date Stop date City/Town Location Interval Start time Stop time County Avenue ******************************************************************************* Jun 26 Eastbound Volume for Lane 1 D0626003.PRN 000000062504 000110252095 Jun 26, 07 Jun 26, 07 Miami, Florda SW 13 Street East of SW 2 : 15 minutes : 00:00 : 24:00 : Dade End Time 00 15 30 45 00 16 17 12 11 01 02 03 04 12 7 6 6 11 1 5 5 7 0 4 8 8 8 7 7 ---- ---- ---- 05 9 9 21 28 Hr Total 56 67 38 16 22 26 06 32 83 110 108 07 98 130 139 195 333 562 08 09 10 11 178 253 150 92 247 184 151 120 261 167 117 131 284 172 126 122 --- ---- ---- ---- 970 776 544 465 End Time 12 15 30 45 00 137 128 127 142 Total 534 13 14 15 134 123 116 136 116 129 169 144 127 136 145 124 575 528 496 16 106 117 121 122 466 17 130 129 126 135 520 18 144 135 129 126 534 19 118 137 110 118 483 20 79 91 84 85 339 21 22 23 88 64 36 92 65 31 68 60 35 67 53 25 315 242 127 Hour Total : 9034 AM peak hour begins : 08:15 AM peak volume : 1045 Peak hour factor : 0.92 PM peak hour begins : 12:45 PM peak volume : 581 Peak hour factor : 0.86 *********************************************************************.********** Jun 26 Westbound Volume for Lane 2 End Time 00 15 30 45 00 32 22 21 17 Hr Total 01 02 11 15 16 7 9 5 4 4 03 6 6 2 7 92 49 22 21 04 3 7 2 9 05 7 10 7 14 21 38 06 22 24 47 44 07 62 63 79 79 137 283 116 112 143 150 521 08 09 115 129 110 110 464 10 119 126 121 124 490 11 125 148 151 156 580 End Time 12 15 30 45 00 217 192 178 2.11 Hr Total 798 13 14 15 16 169 127 180 197 159 145 231 196 180 166 243 215 144 173 194 212 652 611 848 820 17 335 313 297 290 1235 18 286 262 214 213 975 19 173 163 146 126 608 20 21 115 95 103 96 133 103 101 88 452 382 22 87 91 76 65 319 23 62 62 45 41 210 24 Hour Total : 10628 AM peak hour begins : 11:30 AM peak volume : 716 Peak hour factor : 0.82 PM peak hour begins : 17:00 PM peak volume : 1235 Peak hour factor : 0.92 ******************************************************************************* • • 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 : D0626003.PRN Station : 000000062504 Identification : 000110252095 Interval : 15 minutes Start date : Jun 26, 07 Start time 00:00 Stop date : Jun 26, 07 Stop time : 24:00 City/Town : Miami, Florda County : Dade Location : SW 13 Street East of SW 2 Avenue ******************************************************************************* Jun 26. Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 48 23 16 12 9 16 54 160 294 368 269 217 30 39 26 6 11 12 19 107 193 359 313 277 268 45 33 23 4 6 10 28 157 218 404 277 238 282 00 28 15 12 14 16 42 152 274 434 282 250 278 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 148 87 38 43 47 105 470 845 1491 1240 1034 1045 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 354 303 250 296 303 465 430 291 194 183 151 98 30 320 295 261 360 313 442 397 300 194 188 156 93 45 305 349 310 370 336 423 343 256 217 171 136 80 00 353 280 318 318 334 425 339 244 186 155 118 66 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Total 1332 1227 1139 1344 1286 1755 1509 1091 791 697 561 337 411' Hour Total : 19662 AM peak hour begins : 08:15 AM peak volume : 1565 Peak hour factor : 0.90 PM peak hour begins : 17:00 PM peak volume : 1755 Peak hour factor : 0.94 ******************************************************************************* • Adjusted Traffic Counts • • DAVID PLUMMER 8 ASSOCIATES. INC. TURNING MOVEMENT COUNTS Project Name: Capital at Brickell Prop MUSP Traffic Study Project Number: 04121 Location: SW 14 Terr & 1 Ave Count Date: 6/26/2007 Observer: Traffic Survey Specialists, Inc. Day of Week: Tuesday SW 14 Terr 1 NW 1 Ave TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL j L T R TOTAL L T I R TOTAL L T R TOTAL L T R TOTAL TOTAL 04:00 PM 04:15 PM 0 5 0 5 2 29 0 31 0 0 0 0 2 0 4 6 42 04:15 PM 04:30 PM 0 3 1 4 6 16 0 22 0 0 0 0 2 0 0 2 28 04:30 PM 04:45 PM 0 3 5 8 4 30 0 34 0 0 0 0 0 0 1 1 43 04:45 PM 05:00 PM 0 5 1 6 4 38 0 42 0 0 0 0 0 0 1 1 49 05:00 PM 05:15 PM 0 3 1 4 8 37 0 45 0 0 0 0 3 0 1 4 53 05:15 PM 05:30 PM 0 5 5 10 5 38 0 43 0 0 0 0 1 0 2 3 56 05:30 PM 05:45 PM 0 2 2 4 10 33 0 43 0 0 0 0 1 0 1 2 49 05:45 PM 06:00 PM 0 3 2 5 4 46 0 50 0 0 0 0 2 0 0 2 57 AVERAGE PM PEAK HOUR TURNING ANNUAL AVERAGE MOVEMENT COUNT DAILY TRAFFIC CONDITIONS SUMMARY SW 14 Terr NW 1 Ave TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 04:00 PM 06:00 PM 0 15 9 23 22 136 0 158 0 0 0 0 6 0 5 11 192 PEAK HOUR FACTOR 0.58 0.78 N/A 0.44 0.94 Note: 2006 FDOT Seasonal Weekly Volume Factor = 1.02 SW 14 Terr & 1 Ave.xls • • • DAVID PLUMMER & ASSOCIATES. Project Location: Observer: INC.• Name: TURNING MOVEMENT COUNTS CABI Brickell Prop MUSP Traffic Study Project Number: Count Date: Day of Week: 04121 SW 14 Terr & S Miami Ave 6/26/2007 Traffic Survey Specialists, Inc. Tuesday SW 14 Terr S Miami Ave TIME INTERVAL 1 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 1 30 0 31 0 23 4 27 1 0 2 3 0 0 0 0 61 04:15 PM 04:30 PM 0 22 0 22 0 25 2 27 3 0 3 6 0 0 0 0 55 04:30 PM 04:45 PM 0 20 0 20 0 29 1 30 4 0 2 6 0 0 0 0 56 04:45 PM 05:00 PM 0 20 0 20 0 26 0 26 3 0 0 3 0 0 0 0 49 05:00 PM 05:15 PM 0 29 0 29 0 42 1 43 5 0 4 9 0 0 0 0 81 05:15 PM 05:30 PM 0 41 0 41 0 33 2 35 8 0 0 8 0 0 0 0 84 05:30 PM 05:45 PM 0 31 0 31 0 42 1 43 11 0 1 12 0 0 0 0 86 05:45 PM 06:00 PM 0 38 0 38 0 38 1 39 6 0 0 6 0 0 0 0 83 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS SW 14 Terr S Miami Ave 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 1 118 0 118 0 132 6 138 21 0 6 27 0 0 0 0 283 PEAK HOUR FACTOR - 0.71 0.78 0.55 N/A 0.97 Note: 2006 FDOT Seasonal Weekly Volume Factor = 1.02 SW 14 Terr & S Miami Ave.xls • • • DAVID PLUMMER 8 ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: CABI Brickell Prop MUSP Traffic Study Project Number: 04121 Location: SW 14 St & 1 Ave Count Date: 6/26/2007 Observer: Traffic Survey Specialists, Inc. Day of Week: Tuesday SW 14 St NW 1 Ave TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 04:00 PM 04:15 PM 0 8 0 8 0 30 0 30 0 0 0 0 2 0 3 5 43 04:15 PM 04:30 PM 0 3 0 3 0 19 0 19 0 0 0 0 2 0 10 12 34 04:30 PM 04:45 PM 0 4 0 4 0 34 0 34 0 0 0 0 2 0 5 7 45 04:45 PM 05:00 PM 0 6 0 6 0 35 0 35 0 0 0 0 4 0 2 6 47 05:00 PM 05:15 PM 0 5 0 5 0 43 0 43 0 0 0 0 0 0 5 5 53 05:15 PM 05:30 PM 0 7 0 7 0 43 0 43 0 0 0 0 2 0 3 5 55 05:30 PM 05:45 PM 0 5 0 5 0 39 0 39 0 0 0 0 3 0 7 10 54 05:45 PM 06:00 PM 0 4 0 4 0 46 0 46 0 0 0 0 2 0 2 4 54 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS SW 14 St NW 1 Ave TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 04:00 PM 06:00 PM 0 21 0 21 0 147 0 147 0 0 0 0 9 0 19 28 196 PEAK HOUR FACTOR 0.66 0.79 N/A 0.56 0.98 Note: 2006 FDOT Seasonal Weekly Volume Factor = 1.02 SW 14 St & 1 Ave.xls • • • DAVID PLUMMER 8 ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: CABI Brickell Prop MUSP Traffic Study Project Number: 04121 Location: SW 14 St & S Miami Ave Count Date: 6/26/2007 Observer: Traffic Survey Specialists, Inc. Day of Week: Tuesday SW 14 St S Miami Ave TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L I T 1 R TOTAL L T R TOTAL L T R TOTAL TOTAL 04:00 PM 04:15 PM 0 35 5 40 5 22 3 30 0 0 0 0 4 0 10 14 84 04:15 PM 04:30 PM 0 21 5 26 9 20 1 30 0 0 0 0 6 1 7 14 70 04:30 PM 04:45 PM 0 34 3 37 6 27 3 36 0 0 0 0 0 0 14 14 87 04:45 PM 05:00 PM 0 28 7 35 4 30 1 35 0 0 0 0 3 3 8 14 84 05:00 PM 05:15 PM 0 34 3 37 3 41 4 48 0 0 0 0 5 2 12 19 104 05:15 PM 05:30 PM 1 34 5 40 4 33 2 39 0 0 0 0 6 2 19 27 106 05:30 PM 05:45 PM 1 32 5 38 8 32 4 44 0 0 0 0 7 2 16 25 107 05:45 PM 06:00 PM 0 38 4 42 4 36 2 42 0 0 0 0 10 1 13 24 108 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS SW 14 St S Miami Ave TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T R • L T R TOTAL TOTAL 04:00 PM 06:00 PM 1 131 19 150 22 123 10 155 0 0 0 0 21 6 50 77 383 PEAK HOUR FACTOR 0.88 0.79 N/A 0.70 0.98 Note: 2006 FDOT Seasonal Weekly Volume Factor = 1.02 SW 14 St & S Miami Ave.xls DAVID PLUMMER & ASSOCIATES. Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS CABI Brickell Prop MUSP Traffic Study Project Number: Count Date: Day of Week: 04121 Coral Way & S Miami Ave 6/26/2007 Traffic Survey Specialists, Inc. Tuesday S Miami Ave Coral Way TIME INTERVAL NORTHBOUND SOUTHBOUND J EASTBOUND WESTBOUND GRAND 1 TOTAL L T I R TOTAL L T R TOTAL L 1 T R TOTAL IIL 1 T 1 R TOTAL 04:00 PM 04:15 PM 12 26 6 44 3 18 12 33 29 95 9 133 7 162 34 203 413 04:15 PM 04:30 PM 10 24 2 36 6 18 13 37 22 89 8 119 5 135 31 171 363 04:30 PM 04:45 PM 18 31 10 59 3 17 14 34 23 97 17 137 6 145 23 174 404 04:45 PM 05:00 PM 12 24 4 40 4 15 15 34 21 106 16 143 5 136 30 171 388 05:00 PM 05:15 PM 12 29 6 47 8 33 47 88 25 110 12 147 3 220 25 248 530 05:15 PM 05:30 PM 15 38 11 64 9 22 21 52 34 121 12 167 5 200 33 238 521 05:30 PM 05:45 PM 19 35 6 60 13 27 38 78 27 101 13 141 3 203 41 247 526 05:45 PM 06:00 PM 17 31 4 52 11 23 28 62 28 125 11 164 6 192 46 244 522 AVERAGE PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS S Miami Ave Cora Way 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 59 121 25 205 29 88 96 213 107 430 50 587 20 710 134 865 1,870 PEAK HOUR FACTOR 0.79 0.59 0.86 0.85 0.99 Note: 2006 FDOT Seasonal Weekly Volume Factor = 1.02 Coral Way & S Miami Ave.xls • • • DAVID PLUMMER 8 ASSOCIATES. INC. 24-HOUR COUNTS Project Name: CABI Brickell Prop. MUSP Traffic Study Location: South Miami Ave S of SW 10 St Observer: Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/413rd 1/4 4th 1/4 TOTAL 12:00 AM 17 15 3 5 40 01:00 AM 4 7 2 2 15 02:00 AM 2 3 2 4 11 03:00 AM 2 2 2 1 7 04:00 AM 1 0 4 3 8 05:00 AM 3 3 10 15 31 06:00 AM 14 35 56 60 165 07:00 AM 69 60 60 80 269 08:00 AM 86 109 102 108 405 09:00 AM 112 97 62 80 351 10:00 AM 83 95 81 74 333 11:00 AM 65 69 82 74 290 12:00 PM 87 127 134 106 454 01:00 PM 120 92 103 97 412 02:00 PM 90 101 79 99 369 03:00 PM 101 94 111 76 382 04:00 PM 86 77 93 87 343 05:00 PM 102 115 115 112 444 06:00 PM 125 118 124 90 457 07:00 PM 121 98 83 73 373 08:00 PM 77 73 67 72 289 09:00 PM 57 63 48 40 208 10:00 PM 48 46 36 30 160 t t:00 PM 30 28 28 19 103 124-HOUR TOTAL I 5,919 AM Peak Hour. PM Peak Hour. NORTHBOUND Project No.: 04271 Count Date: 06/26/07 BEGIN TIME SOUTHBOUND 1st• 1/412nd1/4 3rd1/4 4th1/4 TOTAL 12:00 AM 0 0 0 0 0 I __ AM 0 0 0 0 0 02:00 AM 0 0 0 0 0 I 11 AM 0 0 0 0 0 04:00 AM 0 0 0 0 0 05:00 AM 0 0 0 0 0 MOO 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 0 iI . 0 0 0 0 0 02.00- 0 0 0 0 0 03:00 PM 0 0 0 0 0 04:00 PM 0 0 0 0 0 0 iI PM 0 0 0 0 0 WOO PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 08:00 PM 0 0 0 0 0 ••" PM 0 0 0 0 0 0:00 PM 0 0 0 0 0 11:00 . 0 0 0 0 0 24-HOUR TOTAL 0 DAILY TRAFFIC COUNT SUMMARY Time: 08:15 AM Volume: 431 Time: 12:15 PM Volume: 487 AM Peak Hour: PM Peak Hour: ITWO-WAY TOTAL 40 15 11 7 8 31 165 269 405 351 333 290 454 412 389 382 343 444 457 373 289 208 160 103 5,919 AM Peak Hour. Time: 12:00 AM Volume: 0 PM Peak Hour. Time: 12:00 PM Volume: 0 NORTHBOUND AND SOUTHBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 08:15 AM 7.3% 100.0% NB 12:15 PM 8.2% 100.0% NB Volume: 431 PHF: 0.98 Volume: 487 PHF: 0.91 South Miami Ave S of SW 10 St.xis • • • DAVID PLUMMER & ASSOCIATES, INC, Project Name: Location: Observer: 24-HOUR COUNTS CABI Brickell Prop. MUSP Traffic Study South Miami Ave N of SW 11 Terr Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 OTA 12:00 AM 14 14 3 5 36 01:OOAM 4 8 4 2 16 02:00 AM 4 3 2 4 13 03:00 AM 2 3 1 1 7 04:00 AM 1 0 4 1 6 05:00 AM 4 4 11 11 30 06:00 AM 9 28 43 49 129 07:00 AM 63 57 68 83 269 08:00 AM 91 112 107 111 421 09:00 AM 121 96 . 67 80 364 10:00 AM 82 • 90 78 72 322 1100 AM 62 71 79 74 286 12:00 PM 91 128 121 104 444 0100 PM 111 88 100 94 393 02:00 PM 90 94 67 95 348 03:00 PM 98 89 99 66 352 04:00 PM 86 82 87 87 342 05:00PM 97 113 107 104 421 06:00 PM 126 115 113 88 440 07:00 PM 110 90 78 68 346 08:00 PM 69 76 67 69 281 09:00 PM 49 54 45 41 189 1000 PM 41 35 34 29 139 it 00 PM 25 18 26 15 84 1124-HOUR TOTAL 5,676 NORTHBOUND Protect No.: 04271 Count Date: 06/26/07 BEGIN TIME SOUTHBOUND 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 08:00 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 10:00AM 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 10:00PM 0 0 0 0 0 11:00 PM 0 0 0 0 0 DAILY TRAFFIC COUNT SUMMARY 24-HOUR TOTAL 0 TWO-WAY TOTAL 36 16 13 7 6 30 129 269 421 364 322 286 444 393 346 352 342 421 440 346 281 189 139 84 5,676 AM Peak Hour. Time: 08:15 AM Volume: 451 AM Peak Hour. Time: 12:00 AM Volume: 0 PM Peak Hour. Time: 12:15 PM Volume: 464 PM Peak Hour Time: 12:00 PM Volume: 0 AM Peak Hour: PM Peak Hour. NORTHBOUND AND SOUTHBOUND Time: 08:15 AM Volume: 451 K-factor: 7.9% PHF: 0.93 D-factor: 100.0% NB Time: 12:15 PM Volume: 464 K-factor. 8.2% PHF: 0.91 D-factor: 100.0% NB South Miami Ave N of SW 11 Terr.xls • • • DAVID PLUMMER & ASSOCIATES, INC. 24-HOUR COUNTS Project Name: CABI Brickell Prop. MUSP Traffic Study Location: South Miami Ave S of SW 14 Terr Observer: Traffic Survey Specialists, Inc. BE N TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TO A 12:00AM 4 1 2 3 10 01:00AM 1 4 2 0 7 02:00 AM 2 1 3 1 7 03:00 AM 1 2 0 2 5 04:00 AM 0 0 0 0 0 05:00 AM 0 2 4 6 12 06:00 AM 6 17 19 27 69 07:00 AM 33 24 23 26 106 08:00 AM 41 40 39 46 166 moo AM 45 23 22 25 115 10:00 AM 24 15 12 9 60 1100 AM 9 16 22 23 70 12:00 PM 16 38 21 23 98 01:00 PM 15 20 21 20 76 02:00 PM 17 26 19 16 78 03:00 PM 19 20 16 13 68 04:00 PM 32 26 28 28 114 05:00 PM 31 41 32 44 148 08:00 PM 42 41 49 37 169 07:00 PM 38 37 33 31 139 0800 PM 29 35 27 34 125 0900 PM 27 27 17 17 88 10:00 PM 18 11 17 16 62 11:00 PM 8 8 5 5 26 I24-HOUR TOTAL 1,818 AM Peak Hour. PM Peak Hour. NORTHBOUND Project No.: 04271 Count Date: 06/26/07 BEGIN TIME SOUTHBOUND 1st 1/4j2nd 1/4 3rd 1/4 4th 1/4 KIES 12:00 AM 3 8 5 6 22 01:00 AM 2 2 1 1 6 02:00 AM 1 0 1 0 2 03:00 AM 0 0 2 0 2 04:00 AM 0 0 0 0 0 05:00 AM 0 2 1 4 7 08:00 AM 4 5 4 8 21 07:00 AM 12 10 10 18 50 08:00 AM 30 15 23 22 90 09:00 AM 20 24 12 12 68 10:00 AM 13 19 13 25 70 11:00AM 10 19 13 19 61 12:00 PM 18 23 19 28 88 0t:o0 PM 15 17 17 19 68 02:00 PM 21 33 29 20 103 03:00PM 28 23 16 23 90 04:00 PM 29 30 34 34 127 05;00 PM 53 32 42 46 173 06:00 PM 51 36 61 31 179 07:00 PM 27 27 31 40 125 08:00 PM 27 10 22 19 78 09:00 PM 5 25 16 10 56 10:00 PM 6 16 7 8 37 11:00 PM 12 10 2 7 31 24-HOUR TOTAL 1,554 DAILY TRAFFIC COUNT SUMMARY Time: 08:15 AM Volume: 170 Time: 05:45 PM Volume: 178 AM Peak Hour. PM Peak Hour. TWO-WAY TOTAL 32 13 9 7 0 19 90 156 256 183 130 131 186 144 181 158 241 321 348 264 203 144 99 57 3,372 AM Peak Hour. Time: 08:00 AM Volume: 90 PM Peak Hour. Time: 05:45 PM Volume: 104 NORTHBOUND AND SOUTHBOUND Time: K-factor: D-factor: Time: K-factor: 0-factor: 08:00 AM i 7.6% 64.8% NB 05:45 PM 11.0% 52.4% SB Volume: 256 PHF: 0.90 Volume: 370 PHF: 0.84 South Miami Ave S of SW 14 Terr.xls • • • DAVID PLUMMER IL ASSOCIATES. INC. 24-HOUR COUNTS Project Name: CAB1 Brickell Prop. MUSP Traffic Study Location: SW 13 St E of S Miami Ave Observer: Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND 1st 1/412nd 1/4 3rd 1/414th 1/4 TOTAL 12:00 AM 18 19 12 10 59 01:00 AM 9 9 7 3 28 02:00 AM 7 1 0 3 11 03:00 AM 7 7 1 6 21 04:00 AM 5 1 8 5 19 05:00 AM 4 10 16 18 48 06:00 AM 20 50 67 63 200 07:00 AM 67 111 126 191 495 08:00 AM 153 222 266 275 916 09:00 AM 254 221 173 146 794 10:00 AM 159 147 102 141 549 11:00 AM 139 105 130 101 475 12:00 PM 127 113 129 132 501 01:00 PM 133 132 154 151 570 02:00 PM 133 143 114 137 527 03:00 PM 104 113 119 106 442 04:00 PM 106 90 122 112 430 05:00 PM 133 128 141 152 554 06:00 PM 135 132 119 144 530 07:00 PM 116 122 91 110 439 08:00 PM r 85 89 101 79 354 09:00 PM 81 98 65 69 313 10:00 PM 83 62 65 64 274 11:00 PM 36 33 38 23 130 124-HOUR TOTAL 8,679 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 29 17 8 12 66 01:00 AM 6 8 12 4 30 02:00 AM 6 4 4 1 15 03:00 AM 3 6 0 2 11 04:00 AM 2 5 3 5 15 05:00 AM 5 9 9 15 38 06:OOAM 18 31 45 36 130 07:00 AM 65 69 88 93 315 08:00 AM 118 124 136 142 520 09:00 AM 148 152 133 131 564 10:00 AM 143 144 127 125 539 11:00 A M 140 142 141 143 566 12:00 PM 187 172 172 184 715 01:00 PM 169 166 164 145 644 02:00 PM 147 147 164 154 612 03:00 PM 133 202 181 160 676 04:00 PM 198 170 177 172 717 05:00 PM 234 220 241 233 928 08:00 PM 223 198 186 182 787 07:00 PM 154 154 146 127 581 08:00 PM 120 113 124 98 455 09:00 PM 100 75 91 89 355 10:00 PM 81 82 60 55 278 11:00 PM 45 39 35 30 149 24-HOUR TOTAL I 9,706 DAILY TRAFFIC COUNT SUMMARY Time: 08:15 AM Volume: 1,017 Time: 01:30 PM Volume: 581 AM Peak Hour: PM Peak Hour. 04271 06/26/07 TWO-WAY TOTAL 125 58 26 32 34 86 330 810 1,436 1,358 1,088 1,041 1,216 1,214 1,139 1,147 1,482 1,317 1,020 809 668 552 279 18,385 AM Peak Hour. Time: 11:45 AM Volume: 874 PM Peak Hour. Time: 05:00 PM Volume: 928 EASTBOUND AND WESTBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 08:30 AM 8.7% 63.7% EB 05:00 PM 8.1% 62.6% WB Volume: 1,594 PHF: 0.96 Volume: 1,482 PHF: 0.96 SW 13 St E of South Miami Ave.xls • • • DAVID PLUMMER A ASSOCIATES, INC. 24-HOUR COUNTS Project Name: CABI Brickell Prop. MUSP Traffic Study Location: SW 13 St E of SW 1 Ave Observer: Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND 1st 1/4 2nd 1/4 3rd 1/414th 1/4 TOTAL 12:00 AM 20 19 13 10 62 01:00 AM 13 9 8 8 38 02:00 AM 8 1 1 6 16 03:00 AM 7 7 3 7 24 04:00 AM 5 3 11 6 25 05:00 AM 11 12 19 28 70 06:00 AM 27 63 98 91 279 07:00 AM 88 118 151 211 568 08:00 AM 191 261 340 340 1,132 09:00 AM 286 230 187 189 892 10:00 AM 185 182 126 160 653 11:00 AM 125 117 144 125 511 12:00 PM 156 128 159 148 591 01:00 PM 161 184 179 179 683 02:00 PM 156 170 138 167 631 03:00 PM 140 143 161 125 569 04:00 PM 130 118 138 153 537 0e:oo PM 159 149 143 156 607 06:00 PM 152 151 151 156 610 07:00 PM 133 145 119 130 527 08:00 PM 103 109 121 95 428 09:00 PM 98 112 71 73 354 10:00 PM 91 69 71 74 305 11:00 PM 48 39 39 24 150 1124-HOUR TOTAL 110,262 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 26 16 11 12 65 01:00 AM 8 9 10 6 33 02:00 AM 7 4 4 1 16 03:00 AM 4 2 1 4 11 04:00 AM 2 6 2 5 15 05:00 AM 4 7 5 13 29 06:00 AM 17 27 40 31 115 07:00 AM 50 50 66 67 233 08:00 AM 103 104 115 159 481 09:00 AM 127 97 92 93 409 10:00 AM 110 110 110 104 434 11:00 AM 113 119 130 120 482 12:00 PM 175 153 148 176 652 01:00 PM 156 134 141 127 558 02:00 PM 111 118 141 137 507 03:00 PM 142 172 175 157 646 04:00 PM 176 148. 176 156 656 05:00 PM 263 221 239 231 954 06:00 PM 218 188 173 177 756 07:00 PM 155 138 140 121 554 08:00 PM 114 95 117 84 410 09:00 PM 92 69 83 81 325 10:00 PM 82 72 64 54 272 11:00PM 51 50 31 34 166 24-HOUR TOTAL I 8,779 DAILY TRAFFIC COUNT SUMMARY Time: 08:15 AM Volume: 1,227 Time: 01:30 PM Volume: 684 AM Peak Hour. PM Peak Hour: 04271 06126/07 TWO-WAY TOTAL 127 71 32 35 40 99 394 801 1,613 1,301 1,087 993 1,243 1,241 1,138 1,215 1,193 1,561 1,366 1,081 838 679 577 316 19,041 AM Peak Hour. Time: 11:45 AM Volume: 596 PM Peak Hour. Time: 05:00 PM Volume: 054 EASTBOUND AND WESTBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 08:15 AM 9.1% 70.8% EB 05:00 PM 8.2% 61.1% WB Volume: 1,732 PHF: 0.87 Volume: 1,561 PHF: 0.92 SW 13 St E of SW 1 Ave.xls • • • DAVID PLUMMER & ASSOCIATES. INC. 24-HOUR COUNTS Project Name: CABI Brickell Prop. MUSP Traffic Study Location: SW 13 St E of 2 Ave Observer: Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 16 17 12 11 56 01:00 AM 12 11 7 8 38 02:00 AM 7 1 0 8 16 03:00 AM 6 5 4 7 22 04:00 AM 6 5 8 7 26 05:00 AM 9 9 21 28 67 06:00 AM 32 83 110 108 333 07:00 AM 98 130 139 195 562 08:00 AM 178 247 261 284 970 09:00 AM 253 184 167 172 776 10:00 AM 150 151 117 126 544 11:00 AM 92 120 131 122 465 12:00 PM 137 128 127 142 534 01:00 PM 134. 136 169 136 575 02:00 PM 123 116 144 145 528 03:00 PM 116 129 127 124 496 04:00 PM 106 117 121 122 466 05:00 PM 130 129 126 135 520 06:00 PM 144 135 129 126 534 07:00 PM 118 137 110 118 483 08:00 PM 79 91 84 85 339 09:00 PM 88 92 68 67 315 10:00 PM 64 65 60 53 242 11:00 PM 36 31 35 25 127 I24-HOUR TOTAL I 9,034 AM Peak Hour. PM Peak Hour. EASTBOUND Project No.: 04271 Count Date: 06/26/07 BEGIN TIME WESTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 32 22 21 17 92 01:00 AM 11 15 16 7 49 02:00 AM 9 5 4 4 22 03:00 AM 6 6 2 7 21 04:00 AM 3 7 2 9 21 05:00 AM 7 10 7 14 38 06:00 AM 22 24 47 44 137 07:00 AM 62 63 79 79 283 08:00 AM 116 112 143 150 521 09:00 AM 115 129 110 110 464 10:00 AM 119 128 121 124 490 11:00 AM 125 148 151 156 580 12:00 PM 217 192 178 211 798 01:00 PM 169 159 180 144 652 02:00 PM 127 145 166 173 611 03:00 PM 180 231 243 194 848 04:00 PM 197 196 215 212 820 05:00 PM 335 313 297 290 1,235 08:00 PM 286 262 214 213 975 07:00 PM 173 163 146 126 608 08:00 PM 115 103 133 101 452 09:00 PM 95 96 103 88 382 10:00 PM 87 91 76 65 319 11:00 PM 62 62 45 41 210 124-HOUR TOTAL 10,628 DAILY TRAFFIC COUNT SUMMARY Time: 08:15 AM Volume: 1,045 Time: 12:45 PM Volume: 581 AM Peak Hour. PM Peak Hour: TWO-WAY TOTAL 148 87 38 43 47 105 470 845 1,491 1,240 1,034 1,045 1,332 1,227 1,139 1,344 1,286 1,755 1,509 1,091 791 697 561 337 19,662 AM Peak Hour. Time: 11:45 AM Volume: 743 PM Peak Hour. Time: 05:00 PM Volume: 1,235 EASTBOUND AND WESTBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 08:15 AM 8.0% 66.8% EB 05:00 PM 8.9% 70.4% WB Volume: 1,565 PHF: 0.90 Volume: 1,755 PHF: 0.94 SW 13 St E of SW 2 Ave.xls Signal`Timings • • • PATTERN SCHEDULE FOR 2257 CORAL WAY & SW 1 AVE FOR DAY # 4 (SECTION 211) TIME PT OFF EWW F Y NSW F G Y S Y M CYC MIN: 13 7 10 1 0 20 35 57 7 4 7 10 1 4 6 90NITE 6/0 600 4 35 27 7 4 7 10 1 4 60OFF PEAK 700 6 0 27 7 4 7 10 1 4 60AM PEAK 800 1 0 27 7 4 7 10 1 4 13 60AM PEAK, 900 5 35 27 7 4 7 10 1 4 60OFF PEAK 1330 2 35 27 7 4 7 10 1 4 13 60AFT SCH 1430 5 35 27 7 4 7 10 1 4 60OFF PEAK 1600 7 38 24 7 4 7 10 4 4 60PM PEAK 1800 4 35 27 7 4 7 10 1 4 60OFF PEAK 2330 20 35 57 7 4 7 10 1 4 6 90NITE 6/0 PATTERN SCHEDULE FOR 2256 CORAL WAY & MIAMI AVE FOR DAY # 4 (SECTION 211) TIME PT OFF EWW F Y R NSW F G Y R S Y M CYC MIN: 19 10 10 1 0 20 36 22 10 4 1 7 10 1 4 1 6 60NITE 6/0 600 4 36 23 9 4 1 7 10 1 4 1 60OFF PEAK 700 6 10 23 9 4 1 7 10 1 4 1 60AM PEAK 800 1 10 23 9 4 1 7 10 1 4 1 13 60AM PEAK, 900 5 36 23 9 4 1 7 10 1 4 1 60OFF PEAK 1330 2 36 23 9 4 1 7 10 1 4 1 13 60AFT SCH 1430 5 36 23 9 4 1 7 10 1 4 1 60OFF PEAK 1600 7 36 23 10 4 1 7 9 1 4 1 60PM PEAK 1800 4 36 23 9 4 1 7 10 1 4 1 60OFF PEAK 2330 20 36 22 10 4 1 7 10 1 4 1 6 60NITE 6/0 FDOT Adjustment Factor 2006 Peak Season Pactor Category Report - Report Type: ALL Category: 870.1 MIAMI -DADE SOUTH MOCF: 0.99 Week Datea SF PSCF 1 01/01/1006 - 01/07/2006 0.99 1_00 2 01/08'/2006 - 01/14/2006 1.00 1.01 3 01/15/2006 - 01/21/2006 1.00 1.'01 4 01/22/2006 - 01/28/2006 1.00 1.01 • 5 01/.29/2606 -, 02/04/2006 0.99 1.00 * 6. 02/05/2006 - 02/11/2006 0.99 1.00 * 7 92/12/2006 - 02/18/2006 0.98 0.99 * 8 62/1.9/2006 - 02/25/2006 0.98 0.99 * 9 '02/.26/2006 - 03/04/2006 0.98 0.9.9 *10 03/05/2006. 03/11/2000 0.98 0.99 •11 03/.12/2006 03/18/2006 0.98 0.99 *12 '03/19/2006 - 03'/25'/2006 0.98 0.99 *13 03/26/2006 - .04/01/2006 0.99 L'00 * 14. 04/02/2006 - 04/08/2006 0.99 1.00 *15 04/09/2006 : 04'/15/2006 0.9,9 1.00 •16 04%16/1006 - 04/22/2006 1.00 1.01 *17 04/121/2006. - 04/29/2006 1.00 1.01 18 04/30/2006 - 65'/06/2006 1.00 1.01 19 65/67/2006.- 05/13/2006 1.00 1.01 20 05/14/.2006'- 05/20/2006 1.01 1.02 21 05/21/2006 - 05/27/2006 1.01 1.02, 22 05/28/200,6 - ,06/03'/2006 1.01 1.02 23 06/04/2006 - 06/10/2006 1.01 1.02 24 06/11/2006 - 06/17/2006 1.01 1.02 25 06/1.8/2006 - 06/24/2'006 1.01 1.02 26 06/.25/2006 - '07/01/2006 1.02 1.03 27 07/02/2006 •- 07/08/2006 1.02 1:03 28 07/09/2006 - 07/15/2006 1.03 1.04 29 07/10/2006 -. 07/22/2006 1.03 .1.04 30 '07/23'/2006 - 07/29/2006 1.03 1.04 31 07/30/2006 - 08/05/2005 1.02 .1.03 32 08/06/.2006 -•- 08/12/2006 1.02 1.03 33 08/:13/2066 08/19/2006 1.02 1.:03 34 08/20/2005 08/26/2006. 1.02 143 S 35 08/27/2006 09/02/2006 1.01 1:02 36 09/02/2006 09/09/2606 1.01 1..02 37 09/10/2006 - 09/16/2006 1.01 1.02 38 09/17/2000 - 09/22/2006 1.01 1.02, 39 09/24/2006 - '09/30/2006 1.00 1.01 40 10/01/2006 - 10/07/2006 1.00 1,-01 41 10/08/2006 ' 10/14/2006 0.99 1.00 42. 10/15/1006 - 10/21/2006 0.99 1.00 43 10/22/2006 - 10/2.8/2.906 0.99 1..00 44 10/29/2006 - 11/04/2006 0.99 1.00 45 11/05/2006 - 11/11/2006 0.99 1.00 46 11/12/2006 - 11/18/2006 0.99 1.00 47 11/19/2006 - .11/2.5/2006 0.99 1..00 48 11/26/2006 - 12/02/2096 0.99 1.0.0 49 12/03/2006 - 12/09/2006 0.99 1.00 50 12/10/2006 '- 12/10/2006 0.99 1..00. 51 12/17/2066 - 12/23/2006 0.99 1.60 52 12/24/2006 - 12/30/2006 1.00 1..01 53 12/31/2006 - 12/31/2006 1.00 1.01 * Peak Season Page 2 of. 8 • 0 0 Appendix C FDOT's Quality/LOS Handbook Generalized Tables Downtown Miami DRI Increment II Transit Ridership • TABLE 4 - 7 GENERALIZED PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S URBANIZED AREAS' UNiN1URU1'TLD FLOW HIGHWAYS Lena Divided I Undivided 2 Divided 3 Divided A 100 1,060 1,600 Level of Soviet B C D 340 670 950 1.720 2400 3,230 2,590 3,740 4,140 STATIC TWO-WAY ARTWAL3 Class 1(>0.00 to 1.99 signalised iederrettioeu pa mile) Level of Service Lana Divided A B C D 1 Undivided •• 220 720 860 2 Divided 230 1.530 1.110 1.160 3 Divided 310 2,330 2,720 2,790 4 Divided 490 3.030 3.460 3.540 Clue II (2.00 m430 sigrulIedlatasemione per. mils) Level of Service Lana Divided A B C D 1 Undivided •• 100 590 $10 2 Divided •• 220 1.360 1,710 3 Divided •• 340 2,110 2,570 4 Divided •• 440 2,790 3,330 E 1)00 3,670 5,500,, E 890 ••• ••• ••• E 850 1,100 2,710 3.500 CS»a IU (more tbm 4.5 signelimd intavectioas pa mile and not *this priory ciy central Wilma district of in ierbmised area ova 750,000) Lana Divided 1 Undivided 2 Divided 3 Divided 4 Divided A •• •• •• •• •• •• •• Level of Service B C D •• 280 660 630 1,510 1,020 2,330 1,350 3,070 110 1.720 2,580 3,330. Class IV (mom than 4.5 signalized intersection pa mile and within primary city canal business district of so urbanized sea ova 750,000) Level of Service Lanes Divided A B C D E 1 Uadividd •• •• 270 720 710 2 Divided •• •• 650 1.580 1,660 3 Divided •• •• 1,000 2)90 2,490 4 Divided •• •• 1,350. 3,130 3,250 NON -STATE ROADWAYS Major City/CaotyResi w.ys Lavelef Seniee Lanes Divided A B C D. I Undivided 2 Divided 3 Divided •• •• •• 410 760 1;120 1,620 1,740 2,450 Other Signalised academy. (signalized imasectioeanalytis) Level of Salim Laos Divided A 0 C D 1 Undivided •• •• 250 530 2 Divided •• •• 510 1,140 E 110 1,720 2,540 E 660 1,320 Interchange spacing > 2 rni. apt Lana 2 3 4 5 6 A 1,270 1,970 2,660 3,360 4,050 laterthengc spacing < 2 mi. Lanes A 2 3 .4 5 6 1,130 1,710 2,340 3,010 3,730 FR"WAYS Level of Service 2,110 3,260 4.410 3;560 6,710 sFet 2,940 3,580 4,550 5,530 6,150 7,480 7,760 9,440 9,360 11.390 Level of Service B C D 1,140 2,660 3,440 2,1190 4,1110 5,410 3.940 5,700 7,380 4,990 7,220 9,340 6,040 1,740 11,310 E 3,980 6,150 1,32o 10,480 12,650 B 3.910 6,150 1,310 10,62,0 12.850 IICYCLI MOD' (Nate: Level of service he die bicycle mode in this table is based on reedy/my ecometries at 4'aph posted metal and traffic 000ditims, cot Laing a of bieydub using the 6teility.) 04tehiply molorismd vehicle volumes show, below by number of di ectiaaai Medway Imes to die rl elan= service volumes.) hived Shedder/ Bicycle Laos die 0-49% 30.14% e5=100% A •• •• 160 Level of Savior 5 C •• 170 130 210 310 >380 D 720 >210 E >720 ••• ••• PICD'STRIAN MOD' (NUE Lewd of saris* for he pedestrian mode in this table is based on roadway geomevicsait 40 !mph ported speed cad traffic candidate, sot the mamba of pedeetriens Ming tbbe t acility.) (Multiply motorised "chick wlnmes shown blow by number of directional roadway Imes to Martine mneirmnn service volumes..) Sidewalk Coverage 0-49% 50-14% es-100% Sidewalk Coverage 044 6 15-100% A •• .• .• Level of Soviet B C D •• •• 330 •• •• 520 120 590 >590 BUS MODE (Scheduled Filed Route) (Bums pe►bonr) Level of Savioe A B C s• >3> 4 >6 >4 >3 D >3 >2 E 810 990 •• Souris: Flodda Department of Tnovpottation 02/22102: Syskan Thirming Office 605 Semmes Street, MS 19 Tanshaesee. FL 32399-0450 loth teww lagfloride.00mylmoi Imes 1 MultiMulti ARTICRIAL NON HTAT' ROADWAY ADJUSTI►IZNTS DIVIDED/UNDIVIDED (ate corresponding voles by the indicated permit) Median Divided Undivided Undivided Undivided Tobums Lea Mints am Adjustment Factors Ym +5% No Yms No -20% -5% -25% l o6hryatrots/ a/detledtbtrn ONE WAY FACILITIES . berme walume 20% t'Teh to a err aesrar • aloha oodi Wadi a d oat t rid p4 a POI wawa crib boa ,tisN Y riwi with pan* ham who. Ira warder ado vasws dew w Ywb4l.r.ad rrYNa m In•Y a maw old w is do walobial au aadn MIEN apdaally 1.4w amnia tiara pi rwiddt a• Wm* eaa atmwtaeb wows node fob draw, atm mid iiw olow shoal M ado whb Poilmera, sembilig Irish et NM" if Who boa two woodl soodrat NorioYowl swr.card.Totowa•aawl wow dryoak wawa: how alma awl oarddboomptrrDow wawa tbOWN low taw daub WOIndamnia awls omit adrhaw*p aY.rdaawWood as*Was oppwt..ado Illsboar. . a.> 1 .arr 1WY shag! Cowl* wit Owl* asarteo berg. a+rMiwb Ow iv aalY tmea4ad* aa� rr1Ywawl la wo d. *Vona Is alblaw ado loga win dolato *maw owidado he err awl seem a Nw i des ►err rarYeatiru wadq wawa epos tooYid a•awin D Wow' D boxer* boars !w t•pdda Woo too arfad k Wroth, w pdN 1. Naar, So Ind arawta bat err t owalis i w ni+.wYr Imam ciao' . so owdaao w icier whom a,e'bilt wig air shoo raw dam*" 97 •• •• • LEVEL OF SERVICE TABLE • CLASSIFICATION TYPE FDOTS 2002 QALITY /LEVEL OF SERVICE Ql 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 MAJOR CITY/COUNTY ROADWAYS (NON STATE) 1LU 0 0 480 760 810 0 0 0.59 0.94 1.00 2LD 0 0 1120 1620 1720 0 0 0.65 0.94 1.00 3LD 0 0 1740 2450 2580 0 0 0.67 0.95 1.00 OTHER SIGNALIZED ROADWAYS 1LU 0 0 250 530 660 0 0 0.38 0.80 1.00 2LD 0 0 580 1140 1320 0 0 0.44 0.86 1.00 Source: FDOTs 2002 Quality/Level of Service Handbook NOTES: [1] THE PERSON TRIP LEVEL OF SERVICE IS DERIVED BY DIVIDING THE FDOTS 2002 LEVEL OF SERVICE BY THE LOS E FOR EACH TYPE OF ROADWAY. 2070742007 THOLE 7LA7.: DOWITOWN M1AMI DRi U►DATE:. •058016TRP VOUIME AND CAPACITY E707Tun 60N301008 M47850 6LG EAYTCFir 410 0456 1 of 5 ROADWAY - FR0M TO OW 'DAM] POOP• TEO-fgRa007�JEr6ClMt LOB P1 TYPE"' P1 ROADWAY WACOTY P1. PER6-TRW CAPACITY ,4VVV. 1A 141. .. . ROADWAY 08540 44R t 'Y01UME 151 PEiti-TWP--EXCESS VOLNM* -®p►V1i j,4 - 111 90080N W 7R CAPACITY 01 .ROADWAY. PERSON .t'WP V70•-7�L06� 191 -BUS PEMTRV, G4PAG7T7' WAIN, 191 _6109E19 PERB.TRIP CIIIAY.ITY. 060 L. 1101 SAS. PE7q.TI1V CMAG7Y t LOAD- 1111 TOTAL. ,1RANX PER6.71UI CA►A _ . PER5014TRW P11 076.1430 VOLUME... ME3'R�., MOVER . IACI'RO. M8. •- PI TOTAL TRA696R • MOW I,U 1141. TRARert PERS-TR*► EXCE6B. CAPACITY 110 EO7. 9MEM P646CN TAPTitle CAPACITY 1191 66 0M0MT PERSON 'VOLUME 110. BEOMERT. PER76120. F.37C.E68 CA►ACTTY 1161 BEOMENT. -470130114 _ Wu,. 760 LOS 8U3 =CAWIE BLVD 5354400EE7 5346510E7 • Na 7s8 2690 2696 1,071 1.650 , 1.429 2690 9487 38 0,49 0329 C D- 420 920 020 020 109 243 160 243 751 677 3616 3.616 1,594 2.833 7218 953 0.419 0242 C 0 ' NE 46 STREET 1.195' NS 2696 1637 2003 • 693 0.69 D 920 - 020 " 765 189 75i '3,818 2172 9 644 0.509 C. 56' 2,696 2045 7.064 32 •0.99 E •C 920 920 243 243 .677 3,815 3,407 700 0.014 D 4195 NE 36875EE1 NB 68. 2896 2,094 1,334 1;568 1666 2.225 1,020 677 0,65 0.77 0 920 920 920 920 -339 246 339 248 - 161 672 3916 3,675 2207 .2,473 9909 1:343 -1677 0.576 0.640 C ..0 C. NE36 STREET 71E20 STREET NB 2,800 1,334 7;868 1028 0.15- C 7.477 1,472 523 525 '949 4,369 '5.548 2.391 0.547 50 2,695 1,589 2.225 • 671 0,77 0- 2232 2252 416 418 1.636 2.641 2.50r 0.513 C NE21/STREET NE20STREET- • .-- N93- 58 7,000 7,000 1,915 690 2,681 1.246 170 1,654 096 0.45 E 0 1,472 2,252 1672 2232 523 416 523 456 942 1.636 4,277 5.062 3,204 1242 7.068 3300 0,750 0,329 0 -0 NE 20 STREET NE-79 STREET 610.. 58- 2.800 7,800 1.605 970 2,247 1358 553 1,442 060 049 D 0 1,472 2257 1,477 2252 523 415 523 416 949 1936 4272 6.052 2.770 7774 1.502 3,276 0.648 0351 0 0 I$ 19 STREET NE 15 STREET 918 2,600 9,759 7.463 337 046 E 9,449 060 2420 412 44 1943 5229 2949 2280 0.554 0 58 2200 7252 1.753 9047 0.63 0 2,249 960 3209 383 53 436 2.773 6,000 2.169 3.670 0.354 0 10 15 STREET NE 14 STREET NB 27100 1,674 2344 456 0.04 E 1,026 960 9968 676 44 .1,2666 4,766 3,066 9772 0080 0 0 58 2,400 919 1257 1,513 0.46 0 7,008 960 2766 465 53 538 2230 5566 7825 3,743 0-324 NE 74 STREET NE 15 STREET NB se 1,096 1474 010 2344 7.747 1.752 2,809 0.57 0,31 0 D 1206 2,486 95.0 066 26643 3,446 752 506 44 53 796 559 1,670 2.687 8,782 .7,542 3.140 1805 1 5,696 0.454 0245 0 C NE 13505EE1 9305 14. 09' 4,096 4998 1,737 1,607 2423 2378 1,673 7,720 0.59 • 0.58 0' 0 1,706 2466 904 080 2,666 3,446 746 456 44 53 - 792 551 9674 .2895 6,762 7.542 3215 2927. 3,547 4475 0676 0.386 0 0 C 6395 01E6575E87 748 58 5,14 4,066 1632 1.506 2805 2.105 3,019 1988 0,40' 0.51 0. 0 • 2466 1,706 960 960 3446 2,658 347 -398 45 .53 428 457 3.010 2215 .8.470 6,762 2433 2,559 6.037. 4203 0.287 0.378 0.400 0 0 64E66TREE1 NE3STREET 144' so 3,024. 3,024 1,806 746 2.374 1844 2,650 3,980 047' 021 0' C 1706 2.456 060 960 2606 3,446 977 469 '91 ' 70 796. 559 11396 2,887 7.690 8.470 3,142 7603 4,540 6,857 0.189 C 0 47E 3 STREET NE I STREET NB 58 5.024 0.024 1.606 761 2374 1944 2.0.50 3,980 047 0.21 0 C 7466 2226 1,440 1,440 3924' 3266 657 394 63 56 740 450 2106 3215 6950 71690 3.114 1,494 5.636 7,196 It 0,348 0972 0340 C D NE I STREET 5E 7 STREET NS 08 5.024 5.024 1.647 661 2566 1205 2,430 3.699 051 0.24 0 C • 3434 308 1,440 1440 4074 1,748 1,106 61 .187 74 80 1.160 141 3.694 1,600 9.690 6,770 2.756 1346 Sol 5,424 0.100 C 0 0.7 STREET .SE 3STREET - NB 58 5,024 '0024 1,47 960 L608 1,265 2,436 3.819. 051 0.24 0- C 790 1,440 1,440 2220 0,440 - 106 73 293 73 1.927 1667 7244 8,484 2679. 7276 .4,365 - 5,165 0.397 0.108 0.445 C 0 SE 2 STREET SE 4 STREET lt£ 2 AVENUFJBRICKELL AY_E17UE . 9 NE706TF0EET NE'15T17EET NB NB _m m m m 'm m m m mmmmmmmm * £ i £ i t' iinmmmmm i. gaaiaaaaakaaac a 3.264 2.964 1,8075 731 7,530 1.023 734 4,561 0.76 • 040 0 . 0 793 2,880 2,880 717 '996 203 203 106 2.677 555 504 0.144 3297 -3297 2.733 1227 836 3,417 2876 7,461 0.370 0254 0 C 1 NE 10 STREET NE 14 STREET ' 58' 163 58 2.564 2644 2.364 512 731 332 717 9.073 777 1,667 7.587 1667 0.25 Ow0 026 C C 703 518 450 480 773 060 008 in119 44 22 26 22 110 458 868 3954 3.592 1.045 ;577 7.019 2.755 0,341 0231 -0.341 0 C 0 NE 14 STREET NE 73 STREET 53 582664 2564 73t 512 7.023 717 1.531 9,667' 040 026 D C 7,070 440 482 460 7,550 304 22 '26 27 334 384. 436 1210 1.646 -3A64 4.134 6942 7,045 1,051 1.962 2,010 3,033 4980 0,254 0293 C C ((4NE.73STREET 1445 58 4,1102 1,177 1.578 3.334 033 0 1,070 960 2030 264 100 ^ I.395 NE3 STREET 55 4,612' 677 939 3,973 0,79 C 13770 960- 2030 264 130 420 1,Bt0 6.942 1359 5,583 0.198 C 1 NE 3 STRE0'T NE 1 STREET SB 4,917 671 939 3,073 019 0 1,330 1,440 2,770 234 111 346 2,425 2,682 '0,904 7264 6,394 0.167 C C n NE STREET FI.ACLERSTRUET 'SB' 9.972 671 939 3,073 070 C 552 7,440 1;992 80 - 714 202 1,790 1,147 5,783 0.166 1 7b40LE716TREET SE, STREET SE / STREET SE 2 S7R£ET se 59 - 4,972 4,912 '671 671 930 939. 3,073 3,973 0,19 0.19 C C 1,318 7640 1,440 9,440 2756 251 114 151 114 502 7326 2254 6.352 7.685 7,053 9,441 5.296 6227 0164 0,168 C C I SE 2518,EE0 5E45150E7 5 ' 6.032 671 939 5,093 0.18 C 1346 2,867 4226 370 081 521 3.706 70256 9660 6.795 • 0.742 C SE 4 STREET SE 0 STREET NB 08. 2720 4,096 5.197 7,240 1,675 9876 1844 2220 0.62 096 0 0 1345 -605 960 1,020 2,606 2.465 365, 115 164 350 329 475 1,777 2011 5,026 8,567 2,205 2,351 2.521 4,231 37315 0439 0.3737 0.3141 0 0 5£11STREET SW-73 STREET NB 18_ L.2.no -2720 •700 1,345 7674 1,663 7,606 637 0:41 0.69 D 0 566 565 060 9920' 1.483 1.463 2,980 3.940 240 119 164 • 360 270 692 680 1171 2300 2776 5,700 8869 1,794 3.004 '1381 3.615 4,060 0456 0,250 .0 0 • C • 55813 STREET SW 75 ROAD NB .58 2.720 • 2.720 603 5,476 544 '2066 1,876 654 0.31 075 D 0 308 303 066 080 1,453 1,463 2,729. 2,729 158 26 65 •97 276 602 - 057 618 2212 • • 1,914 5.449 .3.449 3,029 2687 • 2.538 1,754 0.324 0.420 0- 0 51775 00A0 107531499418E8,415'N9 . -148; ; 58 2.720 •2720 470 1364 1.534 ' 1,910 9,568 810 0.42 070 0 0 305 300 366 306 -138 22 136 72 108 254 .3.028 1.272 9 932 1,60E 0.836 .0 SOURCE. 70301 ANO SCt04AR5, P.A. N3TW16W1/WAPR0lECTS'00011167161TA0LES11164TRIX.Y/K4 • TABLE 21.62 00WW4064 66I4617 OW UPDATE PERSON -TM .VOW44E AND c*PAC9TT EAST4t0C0NDlim0$ mince • Pros 2 645 rv-......,,, ROADWAY PROW TO � 1110I0.• 4009• TEA L08 1,1 'rti: n .. 4A6S�TRA7tyIT 6S-06k 6EOYFW_T_f ' ROADWAY E.WdAA0 CARACRY P69$-77497 CAPACITY ®P'►V., 36. ROADWAY YESOCUOA19 11 P81q-T*IP 60lu146 tonm,. IA tq access PERSON TRIP "AP 9Cl Y -In ROADWAY PERSON TR P tot 6Us .PER -TRIP CAPACITY LOAD. isi .TOYER PERB•TRW CAPACITY jt0 10. PO ROO. /81711•T10IP 64?ACTTY LOAD. flit TOT8I.. TRAk6f7. P6146.11U► CAPACITY TRANSIT PERSON -TRIP VOLUME ' TOT*L' TRANSR PERs VDLUWE , 7MN6R PERS.TRIP excess CAP i EO 6(6F047 PERSON TRW CAPACJTT'i ti 13E6II62.143 'PERSON T TRW VOCUWE tt7) BEOILFYT PERS,TRIP EXCESS EXCESS CAPACITY 4EONE0T PERSON - -TRW - I6Emm0. 8U6,Y09ER manta. RAIL "0 tq6 Vie 1.0411 'NE' ' . y9OL41162 yi - - 6-17 NE01REET NE 14 STREET NO E HS _ 800 1,210 OI 0 4,260 0.00 'A 460 480 1.1110 0 1,760 •OA00 A SB E 800 1260 0 0 1.2e0 '000 A 660 480 460 490 1,780 9 4.760 0000 '0.288 A NE 14 STREET' 4.395 N9 0.144 14S 3,070 4612 1,143 1,600 3,312 0.13 0 3226 660j 2.186 468 44 512 4676 76790 2,1.12 4688 0 1-063 606075EE7 SW E•144 NS 2,070 4,942 599 SW 4,073 0.17 O 1.220 960 4.100 434 47 481 1,705 7,006 1,220 5,778 0.166 C NE6STREET EtACLER STREET 746 0.144 145 '3070 4.012 599 839 4.073 0.47 C 2,114 1.440 3.554 578 91 069 2,885 41,446 1,50e 6;964 0.171 C E5,961E115111EE0 6E 4 STREET N9 61W NS 3,070 4,912 599 836 4,073 0.17 C 2114 7,440 3,554 405 74 479 3676 13466 1315 7.146 0.1664 G SE 4 STREET SE STREET 778', sow Ns .3,070 4,942 590 639 4,073 0.17 C 514 4,440 4,974 68 106 /74 1.900 6.656 1,013 5.973 0.147 C At INAW'A9E7/UEli.404A141 AVENUE 4:616 C NE205TR El' 74E17 STREET 50. E.1W ti 1570 4.9t2 392 562 43143 0.11 G. las 158 4 4 152 5.068 ' 553 0.109 NE 378TREET NE i4.5TREET- 58' E•IW t9 3070 4,012 392 549 4,363 0.11 C - 156 158 4 4 112 606e 533 4,515 0.309 C NE 145TREET 746 STREET 50 E.M.4 its 3,070 4.812 362 549 4,363 9.11 C 156 - 1,463 1,619 4 ' 256 260 '1,350 6531 909 6.722 0.124 C 7 NE4STREET /4E45106E0 SO E.IW. 744 3,070 4,912 400 560 4.352 0.11 C 536 1,463 1,997 82 240 322 1,875 6609 682 6.027 0.176-6 '.. NE STREET 1tACLER STREET 15.90049794EET 6E 6 STREET SO 6e" .E•1W E-144 HS LS 2040 3070 3164 - 4,942 400 16061 560 4,457 2704, 3,465 0.17 0.30 C D 534 634 - 1,463 1.997 536 83 251 240 323 251 1074 '283 526i ; 5,446 663 1.738 4,376 3.736 0.168 0314 G 0 5E65106E1 SE esTREET 740. E•138 NS 3040 3764 1,044 1657 1,607 0.45 0 534 960 2.923 4,419 68 T66 563 765 3,624 „2683 2.752 5.431 0293 0 SE STREET 574 +7 STREET 726 E•1144 HS 2,060 3.264 1,093 1,330 1,734 047 D 750 960 2.925 4,665 187 484 553 904 3,781 ` 7,929; 2.434 5.495 0.307 D 644. T2 STREET SW 13.6712EE7 178 . E.161 945 2040 3,2640 1693 1,530 1,734 0.47 0 780 960 2,625 4,665 187 164 553 904 3,761 f 7,6264 , 2,434 5.465 0.307 0 6W13 STREET SE IS ROAD 'N8 50 E E- NS 000 600 1,260 1,290 309 60 434 04 649 1,418 0.34 007 D C 944 960 960 060 62 93 02 93 ere $67 2,240 3240 S13 177 1.727 2.063 0.229 0.079 C 4 NW 7 AVENUE 5645 1,512 4,133 0286 C NE 6 STREET NE7 STREET 140 'SO E E- HS 1.700 1,700 2,720 2.720 176 449 246 6129 2,474 '2,031 0.09 0.22 C O 2925 2.925 2,925 2925 1266 543 1,266 513 1,659 26,2 5,645 -5,646 1,142 1,50a 4,503 4,141 0203 0256 C c ''.. NE 7STREET NE *STREET 70 ..58 E 113 •1,700 1,700 2720 2220 176 446 .246 629 ?AN 2,091 cos C C 2.625 2,623 2.925 2925 1258 5i3 1,256 313 1,687 2442 3,643 1142 4,305 0202 4 .. 746 * STREET TLAO1ER STREET ' N8' 5"6, .E E E HS 500 .1,703 1260 2.720 178 449 246 . 629 4,034 2091 .023 0.i9 023 C C 2.925 2625 2925 2925 125e 513 Ilse 513 1667 2,412 4,205 .5,645 666 1,504 1.142 2:701 4,503 0.356 0202 0 ` 6 4 FLAMER STREET SE2STREET .NO E .1p*5 2584 476 246 2,338 0.10 C '266• 240 195.5 2 020455 CS E 1,615 2.564 : 409 626 1;955 0.24 C Sri 1 AVENUE N. 494IAA6EM& SW 7STREET 5S E-1W'. 1.5' 3970 4612 1603 7,6p5 3.305 023 C 536 'S34 746 748 286 5,446 1.650 3,705 0303 0 SW 7 STREET swe STREET S0' -0.1W HS 2540 3.264 1,020 1604 1.500 0.43 D ; 514 2,925 3450 244 4.655 4,601 1,558 6,723 3.05 3.416 0497 0 SW6STREET 05613 STREET 58 6.1W HS 2940 3,264 710 1,061 2,173 0.33 ,0 2925 2925 1,690 1,690 1235 8,189 2,78t 3.405 0.449 :D: NW3AVE4U5 sW 44 STREET NW 8 STREET 748 68 E E NS 600 600 1260 1150 252 207 353 260 927 990 026 023 D G 3,5 315 . 2925 1,463 3,240 1,778 t38 68 604 '692 620 760 2,420 1,015 4,520 3,050 tin 1,050 3,347 2,008 3,552 0260 0343 0.816 0 0 0 NW 8 STREET 7494 6 STREET 464 88 E 'E *45 600 900 1290 1,760 700 206 980 363 300 917 0.77 0.76 D 0 1,675 540 2925 4,453 4,800 4,973 664 .143 604 592 1,548 635 3,252 1,430 4980 3,253 2525 1,198 2055 2495 0.164 0112 0 D. . NW 6 STREET NW 5 STREET N8. 48' E E HS 840 '640 1344 '0.344 700 269 .950 343 364 06* 0.73. 0,27 0 0 1,674 2,925 1,463 4.599 1,403 782 680 607 1,466 662 3,131 774 5,943 2537 2448 1,066 L762 3.465 0376 0,412 . D 0 485501E61 NW3STREET 746. SO E E 113 660 670 1,344 1,344 700 250 010 .363 '.394 944 0.73 027 0 O 1,874 624 2.925 4;463 4,599 2,067 7e2 ' 95 '6416 692 1,468 787. 3,431 1,300 6,943 3,431 2.448 1,150 229* 0.333 '0.326 0 •.0 1663 STREET MN * 51116ET N13. 58 E 'E LS 1015 800 2544 1280 700 259 660 383 1,604 917 0.38 0.26 0 0 1.74 ' 624 1,674 624 419 93 419 93 1255 531 4256 1,904 1399 458 1,026 2056 3,448 1,872 0.230 0360 C D NW 1 STREET 9N I STREET .N8' E E t5 1,615 O WO.58 2,684 1290 TOO .229 680 362 1604 917 0.36' 0.28 0. 0 114 636 t 14 62i .46 93 93 se 531 zoo 4,904 444 4440 0230 0274 c 0 sw 1 STREET 5W 2 STREET N8 SO. E E- 1,015 tale 2584 2,604 691 632 967 9T3 1,617 1674 0.37 0:35 0 O 2064 2504 967 s/3 1,617 1,674>0253 1495'0.455 D 0 SSVZSTREET- 699.7 STREET .WO 68; E E NS 800 100 1280 1180 811 652 Is? 913 313 362 0.76 0.71, 0 0 1.463 1,463 1463 1,463 281 ..692 '261 381 602 1.162 771 2743 2,743 4047 5263 1,605 1,245 1,139:0.605 2709 =0308 0 0 , SW7STREET 5589 STREET 663 90 6 E ' 445- 1.615 Isis 2384 2,584 691 652 :967 612 1617 1A7* 037 *as .0 .. 0 .156 1,483 1,463 1,443 1,619 6 :692 261 .660 1.602 921 4,203 1A11 2592 0343 0463 0 -. 0 -6W8STREET 51911'01006T 740 - E E me 830 SOO 1260 1210 .91 652 667 913 313 367 0.74 On .D. 0' l60 1,463 1,463 1.483 1,616 6 :275 -692 276 096 4;187 221 2,743 2,890 1.43 IS)I 1300 use 1.500 sue 0.453 0 0 9511514401 S94/3 STREET .68 ' NS' -55' E E 145. 803 940 5,260 1260 621 652 467 913 313 267 030 0.21. 0: '0 1,463 4,463 1,463 1,663. -.276 493 276 892 1,107 77i 2743 2,743 1243 4605 1.134 7182 .0,543 0 C.. 51.4 1307REET -.SW 15 ROAD At E 1;616 2,584 '205 -302 -2262 0.12' .._ C 2.494 302 ees 2186 :0.117 0.163 �C SS E IR,S 2,586' '242 365 2.tea 0.t5 .0 2.564 SOIRCE:408711AND Sa'84495, P:A. NtTRANPEAN?R02ECTS1MO111671611AOLESTt IM*TWX,W64 • Pp6395 TABLE 21.A7 .DOWNTOWN MOM 0R1 UPDATE PERSON -TRIP VOLUME AND CAPACITY EXISTING CONDRI0115 MATRIX 7"" ' 1 .. :ROADWAY TO- 1 01R MIAMI, *OOP, TEO l05 ti7 WRMOOIVEH TYPE' . _ R04DW.YMOOE. ...MAB6TR,U4977 -.� �_ or - - OMEkfTOT • •11-J 6E018ENT RSO PES TRU . . r. I 121.. . ROADWAY CAPACITY PI14 PERS-TRIP CAPACITY OPW 1A ROADWAY VOWME. it PER3,793P1 -VOLUME' ®PPV• ' 1:4 , 19 ERCE53 PERSON TRIP CAPACITY M. 'ROADWAY PERSON 7RP `V,C- LOG" ni BUS PORP .TR CAPACrt0 LOAD. MOVER PERRM S.T CAPACITY L0404 till RAIL TOTAL ►ERS-TRIP 5RAM9IT C_APACIY PERi.TWP . LOAD•' CAPACITY 1171 TRANSIT ►ERRON•VOLUME TRIP fai TOTAL TRANSIT till TRAN817 ►ER14RIP EXCESS. CAPACITY is7 119.43.5161117 PERSON TRIP . CAPACITY PR SEGMENT P0R110N •7R1► VOLUME it SEGMENT ►ENO-TRP pICE33" CAPACITY OW. METRE MOYER METRO •RAIL PERS VOLUME 3 AVEN� ....W-W WWWWWW wwwwwW WWWWWWWWN.Y1 m W ..- W - W ^ til 1S Fj, win v WA1y It `�$ { 9IY 8o8B�$' R "$$ $ 8 R 'X S ..ems wci o, coo 0 00.0'00o d o000 0,0000o dd.goo c: d d o d o do o d NW 29W STREET N+751REET' NB 800 1,260'200 260 1,000 0.72 c 1360 250 1200 C 58 800 1,260 204 256 904 0.22. C 1,260 206 964 C NWT 7 STREET NW 14'STREET 148 LS 500 1,280 200 260 1.000 0.22 ':G 359 .559 195 170 361 13139 470 IASI 0 SB 500 1230 204 256 99.4 0.22 C' 559 S55, 140 .140 419 1,839 - 426 5,413 C NW 14 STREET- 7449 STREET 748 L5 800 +260. 200 240 1000 0.22 C 554 114 50 56 56 1.394 335 1,056 0 58 600 1280 101 266 994 0.22 C'" 114 1111 to - is 06 1,304 301 1.090 C twig STREET ism STREET NB 3,070 4,912 1002 1.543 3,369 0.31 0 4912 1,543 3,360 0 MN5STREET vie SIPEET NB 2.040 3254 1,102 1,543 1,721 0.47 0 3284 1,543 1,721 NE 20 STREET NE24VENUE N.IAAAII AVENUE EB l5 500 1230 600 640 440 ass O. 195 195 30 36 159 1,475 ' 676 599 0 576 800 1,200 401 657 593 1154 0 195 195 28 26 167 1475 715 710 0 N. L4446 AVENUE NN 341/E563 ES LS 1215 2,584 600 640 1,744 0.33 - 0 195 195 29 35 159 2,779 076 1,503 0 wit 1.615 2,684 491 657 1557 0.22 G 195 - 195 20 20 167 2,779 715 2064 C NW3AVENUE 145 Ea LS 1,700 2,720 600 NO 1,655 031 0 10S 195 .243 36 159 7,915 8 76 2,039 0 MS 1,700 2,770 491 657 2033 0.25 C 195 195 23 25 /67 2,915 755 2200 C N£ 15 STREET/4ENEIIAN CSWY &SCAYNE ISLAND BAVSHORE ORIYE EB LS 540 1.344 354 428 016 0.32 0 45 45 24 24 21 +.309 450 031 0 • WB 840 1,344 322 451 893 034 O 45 45 18 16 -27 • 1;369 469 920 0 BAYSNOREORNE BISCAYNE SIND i9 LS 860 1.344 340 476 858 0.35 0 -546 '546 74 74 '472 11390. 550 1340 0 , WB LS 540 1,344 345 4631 861 016 0, 270 270 37 37 233 1.614 520 1.094 0 BISCAY1$BLVO N.MIMJIAVENUE ES 500. 1280 102 255 1,02E . 020 C 1250- 255 1095 C 153' 600 1,260 255 357 - 223 025 0 1280 357 923 0 NE 140TREET HAYSHORE ISRNVE BISCAYNE BLVD. EB. L9 1615 2,564 212 297 2,287 011 C' 2.035 2008. 846 -618 1;162 - -4592 1,143 •3,449 C YVB 1616 2.5E4 ;105 :147- 2,437 0,06 .0 2,7� '2.739 774 '774 1255 .5,323 921 4:402 C BISCAYNE 8LV0 1&-1'AVENU" EB i5 1,015 2.564 . 160 224 2,360 "005 C 652 -882 . " 258 259 399 3265 610 2,756 C ; W8_ 600 1260 :174 244 1036 0_19. •C 662 652 : 236 236 444 1,982 452 1'-,480 0 1 NE1AYENU: Ni.4AAAAVENUE 'E9- L5 1,616 2,564 '160 224. Rosa 0.09 • C; '130 -130 44 46 64, 270 2,444 C - - "-- TWO 'KO 1,250 174 244 1.036 0,19 ;C 130 130 14 is 116 .2.714 -1,410 250 1,152 C N60440 AVENUE NW2'AVEJiUE . EB- LS ' 800 1;2/0 190 224 10,5E 015 ;C_ 170 130 48 46 61 1.4/8 T70 1,140 C W5. 600 1,250 174 244 1,038 0,19 'C: 130 130 -14 14 115 1,410 256 1,152 C NW2AVENUE NW aAVENUE EECL5 '94. COO 1250 /60 224 :LOSS 0;16. C':: 445 445 114 114 -331 1,725 338 1,38? C EGO 1,260 i74 244 1,03E 015 "C' 445 445 142 142 -303 1.725 386 '1,339 c kW3AVENUE Ids •E8 800 1,260 173 241 1039: 0.19 'C 1280 241 1,039 C 568, 500 1250 150 274 1,00E 0121 C • 1380 274 1006 C - 76 11 6TREE1 kW3AVENUE 145. W8 LS . 2040 3264 -180 252 3012 0.05 C 114 114 16 18 96 3,376 266 3.110 C NW3AVENUE ids 69 15 2.040 3264 133 185 3075 0.0E C 114 114 54 54 60 3.37E 240 3.138 C NE 5 STREET/PORT BOULEVARD E.OPPORi8W00E 8750A7NE 5200 ES 2,560 4096 1,27E 1.789 7.307 0.44 0 4096 +,760 2,307 0 578 2,560 409E 594 032 3254 020 .0 4,096 332 3264 C - B284A778E BLVD NE 1 AVENUE V/6 NS • 3070 4.912 -614 160 4 052 0.18 C 2,650 2,860 214 214 • 2.566 7,792 1,074 .6,710 C NE t AVENUE N WW1 AVEMOIE W8. KS 7040 1264 '814 660 2,404 0.26 C 650 2860 3.760 .189 214 403 3,365 7032 1213 '5,760 C H 66448AVENUE NW 1 AVENUE WB 44$ 2,040 3264 954 660 2.404 025 C" 510 2,550 3,390 141 214 355 3,035 6054 t215 5,439 C 14W 5 AVENL£ tank CT WB NS 2010 1,264 414 a00 2,404 0.28 C 795E 2,IW 214 z14 2,606 6;/44 1,074 5070 0 NW ICT NW AVE4' 9- W9 L5 2,040 3264 814 460 2,404 -026 C• 3t5 315 .75 75 -•'240 3,579 935 2.691 C 1592 AVENUE NW SAVEMJE W8 LS '2,040 3284 et4 660 R404 026 C . 309 309 132 lit 177 3,573 992 258/ C NNs/km£NUE 1d5 W8 LS 3,070 4.912 - 404 560 4;0E2 0.16. C - 309 30V 132 .532 1T7 -5. 21 992 . 4.229 0 SOLACE: EEITH AND SONARS. P,A MlTRA71PtANPROJECT512001116716RABL E S111 MNTRIX. W K4 i • 20NSv,2001 TABLE 21 A7 00WNTOWN MAAM1 OM UPDATE PER8014.T1UP VOLUME AND CAPACITY EAIST910'CONOf310/a MAORLO P49. 4 515 a"„`rwaor-- i ` RDA.OWAr t TO 038 .NNMI A04W- 760 COS'. t11 TYPE f ROADWAY CA►ACT' '-ff PERLTRIP CAPACJTV ®PPV+ 5 ' -IIAlt9TR�iiB((i86DF"` pT7bfAT"�'� ..tin S60*6*0 PE#7•TRv EXCESS KI ROADWAY VEI1C1)LM VOLUME th' ERS•TR1P : VOLD46 . art* to - I�i` • EXCESS PERSON TRP. t7}.: ROADWAY PERSON 'TRIP P), I lal - BUS - I. -:MOVER PER -TRIP IPERB-TIDP CAPAC1f7!CAPACJTY 1 teal RAIL PEADKRIP 4APACT' 1+11. TOTAL TRANSIT, PERLTRIP'�` PERSON IT2i____ ,TRAN87T -TRIP VOLUME R� -HN TOTAL !RAMIE PEA! 1 TAAN97T PEAS -TRIP E5LEt3 Hsi. SEGMENT. PER60N -' TR9: H_.. 850*6*7 :PERSON TRIP t_l_ ---56O4/ENT' Ffl180N -TRIP a,_ly_ CAPACITY YC-'1. CADA LOA0� LOAD. CRY .BUS I -MOVER ACITY CAPACITY WC- LOS &5CAYWE 3LY0. NE 2 AVENUE ES E-/W' HS 3.770 8,032 984 1,37a 4,854 0.23 C 1 2,880 2,880 15i 451 2,729 8912 1.529 7,353 0.172 - C NE 2 AVENUE NE I AVENUE E8 E-i W HS -3,070 4912 984 1,378 3,534 0.28 - C 2,580 1,850 151 151 2,729 7,792 1,529 6,263 0.196 C NE.1 AVENUE N MASI AVENUE ES E-1W 145 3,070 4,912 S64 1,376 3634 0.28 C t 2:860 2,850 151 151 2729 7,792 1,529 8263 0.196 C NMAO AVENUE - i NW2AVENUE ES E4W. 3070 4.912 95A 1,375 3,534 0.28 C 4912 1;378 3,534 0281 C NN2AVENUE 105 ' EB. 'E.1W LS 3.070 -.4917 1,ONI 1.537 3,375 0.31 0 309I 3Rl 73 n 256 3,221 7',610 WI 030 8 0 1 i .146:3 STREET-. -'ES 1 -. B15CAYNE BLVD NE 2 AVENUE l5 640 1,344 .90 126 1,218 0,09, C 260I 760 52 52 206 1,404 178 1,416 0.111 -C 468 E 'E .640 1,344. 894 972 372 0.72 D ,1.544 972 172 0.723 -O NE 1 AVENUE N- 1.6410 AVENUE : EB _ .640 5,344 90 - 126 12113 • 0.00'. C 1i1 1;344 126 1,218 0.94 C WB' _44 640 • .1.3N 894 972. 372 0.72 0 I 1.344 '.972 372 0.723 D N. M1AN9'AVENUE tot, SAVENUE.. . ES _ -E-- 040 1,344 90 128 1218 0.09 C 1,344 128 1218 0.064 C. ilia STREET 948_ - E- 840 1,344, 694 972 372 0.72 0 i 1344 972 372 0.723 :0' BISCAYNEFQVD 1.,t 2AVENUE W9'. E,1W LS" '2,040 .3:264 328 450 2.803 •0:14 C 9401 948 60 : 60 856 4.212 .516 3,696 0.123 0 3 NE'2AVENUE NW7AVENUE. we E-1W 15. 2.040 '3264 328 456 2,908 0.14 C 1;7281 1,728 248 248 1,476 4,990 704 4,236 0,141 C tq NLV2 AVENUE.' -1-95 We'. E-IW: 15 2,040 '3284 - 878 1226 2038 0.38• 0 - 1,208 1208 540 540 865 4.472 1,766 2,706 0.195 0 1PLACLERSTREET F95CAVNEO-V0• NE7AVENUE W8 .E-IW' L5 2,040 3264 424 594 .2,070 015 C 2520 3"528 794 794 2,734 6,792 1,345 5.404 0.204 C, NE AVENUE NE (AVENUE WEI E-iW LE .2940 3,24 424 594 2.670 0.18 C 3,528 3,528 65O 650 2,575 6,792 1.244 3,548 0.183 C NE (AVENUE NW I AVENUE WO E-1W NS ,2,040 .3264. 424 594 2,670 0-t8 C 3,576 7,680 6,408 072 252 i 924 5964 9,672 1,518 8.154 0.157 C MNI AVENUE NW2AVENUE. W8 ETV., L5. •2,040 3,264 1254 1,736 I,606 a.54 O 1,950 1.950 555 555 1.395 Sala 2,311 2,903 0.443 0 .MN 2 AVENUE IA5 ES E 2,040 3,264 256 '358 2,905 0.11 C { 3254 358 2,906 0.110 C SE 1 STREET i. BISCAYNE, 81V0 SE I AVENUE ES ET HS 3,070 4,917 1,037 1.452 3.460 0.30 0 3.434j 1,440 4,074 423 i02 525 4,349 8758 191771 7,809 0202 C iSE- AVENUE • SWtrAVENUE E8 E.1W HS 3.070 4.912 1037 1452 '3460 0,30 D 5,714 2,880 8,154 730 318 1,046 7906 13,065 2,498 10,568 0.191 C SW 1 AVENUE SW ZAVEWE E8 E•1W LS 3,0,70 i,912 975 7;393 3,547 0.2E C :3,8061 3908 922 822 2.984 8.718 2.187 B:S31- 0.251 C SW2AVE5-&E 1j95 ES E-1W LS. '3,710 8,032 884 1252 4.780 021. C 530) 830 296 298 532 6.662 1.550 .5,312 0.226 0- 6 SS 2 8TRE6T16R5M8•t . . BISCGAYNE.BLV°, SE3AVENUE .NUB. ' OW: H5 3,770 6,032 2.402 .3.383 2.659 0.56 0 -30- 2,000 2,910 1 148 147: 2.763 3,942 3,510 5.432 0.393.0 SEI41VE7AE NE 7AVENUE 948' E-SW H8' 3,770 6,032 ,:602 3,363 '2,609..056- --D 568 2,880 0946 134 14a 250 3,186 8478 3,643 -5,835 0334 0 , 8E4STREET78R571/8-1 : -I -6 6I6CAYN 15,510.- •SE2 AVENUE -E8 E-1W' M5 3A7a ip12 2,556 2,358 0.52: -0- 568 1,440 2,008 68 102 171 . 1,633 6,918 2,727 4,19i 0,394 -0. SE 7 67R9E1 - BRICXELLAVENUE SW 1 AVENUE WB E•IW LS -3,070 4,912 1925 1,435 3477 0251 C 276 276 24 14, .:;182 r 5, 18B,J 1,459 3,738 0.28i -'C. S1N.1 AVENUE 1415 WB : E-1W 15' .3,070 4,912 1.470 2.056 2,854 0:42 0 •375 378 210 . 210 158 5290 2,266 3,022 0:429 '0 SE 5 STREET. BRICKELL AVENUE , S.1WAA9 AVENUE ES E-1W LS 3,070 4,912 1,361 1,933 2,979 039 0 2713 776 156 156 120 15,165 2039 3.099 0.403 0 S. 1AAA0 AVENUE Sw1.AVENUE ES E-1w LS 3,070 4112 2,193 3670 1.542 0.63 0 '810 810 100 300 510 ' 5,722 1 3,370 2,352 0.559 0 SW ,'A45545E '95 E8 E-1W LS 3770 5,032 2,235 3,129 2,903 0.52 0 -534 534 ' 345 345 ' 589 6,568 3,474 3.092 0.529 0 L_ SOURCE 461TH AND SCWJARS, 0 A. NITWLI4PLAIOPROJECT517001116716TA8LE3U 1MA712I3.WI14 i TAI RA 21417 o0V6 0704611 MIAAU MO UpOATE 0E140147Rp VOLWME 4740 CAPAC7PY e:AT610 C08D1710611 11ATR0(- Psy4 Sol R0AOW4Y PROP _ ro. oat MA60 A00P- .1E0 406 tn. SeoAow (IC" 81016EM! P631606. TRW ' ROADWAY 9A'Ap1Y 131 PER6TW► WACIIV OPPV• at II ROADWAY 7E30C*RA1 1 PE120.T104, VOLU316 610'PV• 1.4 E6CEl6 PE6606 TRIP CAPACITY 1630431t11Y PEB606 . TRIP. -9. '-i101- E1 M P034TRs CMACOT' IOAD¢ IN: -MOVER ►ERFOOP CAPACITY 40AO. 110( 4Aa. PERO.TRI► CAPACITY LOAD. (1111BT10lTOJT Tm*t, . TRA/1677 FOt&TRW 1YACITY _ 1 meow PE4t601H•TR7P Volt6131 liir-fiq TOTAL T8A6501 pm Yolwe 78*165ff P(R6.T11r -60iceu- CA►AUPF psi 6EWQ157 PERSON TRIP wACRT Illa 5960146117 Kum -TRIP ' VOMMAH . lin mason P0116- ur EXCESS CAPACITY, 6u! U6TR0. NOWA 11ET7t0.. RAIL .O, 5 13 W W W W W W W W W W W W W W W W WWW W W W W W W WW W W W W W W W. W WW W W W W W W W W W cow O000p'o/a 00 00 opo0'o00000000Poopip op a "oep o SR4CKELL 4VENtlE S. 46AA4 AVENUE EB LS 1115 2.384 634 '.1,160 5,41E - 0 260 260 06 06 9M 2.644 124 1,560 0 WB: 1115 -2,566 421 581 1;906 c ' 520 520 274 271 241 3,104 64O 2244. C 5.69M6 AVEWE $WIAVENE EB: 50 1.616 21364 134 1,506 '1,416 0 -260 260 08 .96 164 2,64 1264 1,660 0 WB 6.615 2,664 421 500 1995 C 260 250 44 64 176 2,644 673 - 2.171 C SW.1 AVENUE SW 15 ROAD E3 1115 2,664 434 .624 �1030 C 2,564 624 1UN0 C VYB 1515 2,364 1235 1,72E ;656 0 -260 i60 92 92 166 2,64 1,020 1,024 0 61R6Y4CARTIIUR C6WY PALM OLAND DOR BAV5/ORE ORIVE E9., '4� .5,W0 9;504. 2,265 3.171 6,413 B .1,34E 1,34E 642 062 165 10132 3,633 7,099 8 .740 5,000 9,644 2.550 .3,541 COM - 0 1,34E 1,30 430 436 910 '10.932 4,0111 '6,913 0 BAYSIORE 010VE' N. AAAA9 AVENUE Ea. 1CI', 5190 .9,S64 2149 :31799 5.07E 8 9.554 2790 517E 0 WB 5190 9,564 4.334 6,066 3116 C 9,564 6066 3,616 C N. ►6A41 AVENUE 405 E3 HS' 5090 9.564 2541 3.765 • 5,075 8 6664 .3.769 5176 0 VT3. 5190 9,364 4,334 '6,066 3,81E C - 9,564 SAES . 3316 C KS' MY 12AVENUE EB • . NS• 6.179 13,073 5,000 6,120 4162 - C 13,072 8.120 4,062 C W17 6,170 531072 4,773 6112 6,700 C 260 260 140 140 '120 13,31 .6, 22 6110 C NW 12AVE7KIE NWT/AVENUE EB HIS '4100 9,6114 .4,20E 6201 3693 C 0.664 5,091 3.693 O we 1990 9.504 1179E 6,764 2,070 0 9.564 6.714 -• 2170 0 1144T7 AVENUE' MN27 AVFN*JE EB MO 6:170 13172 -4.032 5,067 7,365 B 13072 607 7265 B WB 6.170 13,072 474E 6147 6,42E 0 13.072 6147 4.123 C t4827 AVENUE 56V37AVENUE 'EB' 015 1170 13172 5235 7,323 5,743 C _ 13172 7,329 5.743 C W0 2110 13022. 4,66E 4366 6,677 C 13072 6,195 2677 C NW 37AVENUE NW A2 AVENUE E8: K9'- 1.900 8.004 6467 4614 5,150 C . 0.666 4.434 5.150 C W3 5.990 9164 4122 6,751 - 2633 0 9,564 6.751 2633 0 NW.42AVENLE NW 57AVEM2E EB 5100 6.664 :5,106 6174 010 E 9,584 4.674 910 E we: 5000 11.654 6.457 7,40 1,944 - o 9.564 7540 1.044 0 NA/ 57AYE74UE NW72AVEMIE E8: 5,900 9,564 3,160 4416 5.160 C 9,564 4,114 5,06E C we. 5,090 9,564 '5360 7,532 2,062 - 0 9.564 742 2.032 0 NN 72 AV(342E '.56626 EB 5190 1.564 VW6.10S 1.479 E 6,664 0.105 5.479 E 749 '6,000 0,564 5,90E 0271 1,313 E 9,564 6271 1,313 .E SR620 NWAVENUE S7 AVEN EB 6.170 11,072 .4,114 6.760 7.312 8 13.072 5,780 7.312 C ' 168 6,170 '11,072 4160 6,604 6260 C - 13.072 6,804 6266 C NW 67 AVENUE NW 107 AVENUE EB- 1.960 9.564 '3225 4,516 S160 C 9.664 4116 'COSI O W6 SA90 2564 5209 7.419 2166 0 -9.564 7,419 .2,165 0 669700066702ff40 8750057705 49S' 0R1CKE t.. AVENUE . E8 .HS 3000 6240 1224 1.721 4.510 A. 6240 1,721 4,519 A VYB 3000 B240 .i367 1,942 429E B - 8240 .._. 1.942 426E 8 1.9S. .. _ 4496 SR 636. N8'% .K0 10190 17.104 .7241 10.137 1,967 C 1,560 . 1,560 7M 726 072 . 16164 10163 7,799 C 66 • 19160 17,101 5172 '2362 '6.742 -.C- 17,10E 6362 6,742 C W 551436 045 STREET NB - 045- 1-0000 17.104 ' 6600 '6116 61SA 'C • 1;560 1:565 72t - 729 832 16164 11174 0.690 0 SB: 10,690 - 17,104 5,14E ' 7204 '9000 -9 17.104 7204 0,900 C NW 5 STREET SW 1 STREET 'W- N5. 1000 12104 4E0 624E 0,65E ' C- 11.104 624E 1036 C 58 10100 -1 7.504 .5,14E '7204 .9.900 -0 17,104 '7204 9,900 C SW 1 STREET SW OSTREET NB KS - 50,600 11,904 6.6 0 8246 .9,666 C 17,104 -6246 0.030 C 58 16660 17.104 .5.14E 7204 0,900 a 17,104 - 7,204 -1900 C SW0'STREET SW 26 ROAD NB HS 10.600 17,101 4250 5177 11,127 0 17,104 51077 11,527 B SH 10.690 17,104 2,64E 3,704 13,400 4 77,104 3,704 11.400 A SW26110AD 5. 000EMCHMVAY -NB -.08' 5E 4,090 4600 6.6644 0644 4269 '2,646 5,977 3.704 567 2.640 E C ('V 6,54 6.544 5,077 3.734 567 2,640 E • C NOIIL: 111 C04P5002 1YPE5ARE 4 40410l5 1.12040. TIE IL6flF1 N6q 7146661HE TRANSPORTATION CORR100R61IET1OOOLOOr. 121 THE ROADWAY VEIYCOAAR CAPACITY O OBTAINED FROM TABLE 21A2. (31 PEFISOKTP:0 C/WtpTr IS'OERNED BY APPLYING A 1.6 VEHICLE OCUUPANCY TO THE VEH41CIAI173 CAPACITY. T1E 1:6 YE/OCtP OCCUPANCY IS OB760IE0 FRO4 THE orris 400PTFD t0A166;E1E140JVE PIAN Aso RtAE 945,00740) (46 THE ROADWAY VENICL AR r0LU6E IS OBTAINED FR04 TABLE 21 A2, PER9g4T1:6P VOWIAE IS DERIVED Br AP61LYW04.1.1VEHICLE OCCtPIUCr iO TFE VEMGTAAR CAPAi7T', THE tIYE:6CLE OCCUPMiCY-19OBTAINEO FR04 A0064PFiEfEN31VE 5TWVPERF0t44Ep BY THE CITY IN /969. pi THE EXCESS PERSON T4a* CAPACITY 68 0E16VE0 BY BUBTRAC7040 COUl604151 FROM COWIN 0T (71 THE PERSON TRIP LOS 68 PRf)V10E0 C041505TEM Valk THE 1006505 N41041.3SEE.TABIE 21,665 155 THE BUS 8ERS0IFT78P CAPACITY 16 OBTAINED FRONTMILE21.A4 FaRAMA/4021AS FOR P4. .l% THE 1406060VER PERSON -WO CAPACITY I6043766ED 7ROUTABLE .row. pot T7iE HEaloamiPsasownapcapacny.s06144E0 PROM TABLE 21 Al IN THE TOTAL? AIO 0ERSON41OCACAI1VIS°ammo e0V4 a4O BUR. MEYR060VERAOO-6ETROi#AIICAPAC71IE5, (121 T4E:PER80M7MPVC1wEFOR817313087ADED FROM 1A61E 21 A4 FOR AM4HO21A5 FOR PN. ;THE PERS0N4916 V0UJ61E FOR 6ET6066OVE1 ANC 5E711011AUL ARE OBTAINED FROM TABLE 21 A6: (13) T}E TOTAL TRANSIT PER800 VOu*E 03001600 S'Y'ALONG a1J3: I9TR005V9E Mo SETR0R6R VOLUNE6 :THE TRANSIT PERSON -TAP D(CESS.CAPAd1Y 1s 08766E00Y,SU8TRIC712Rfip3( 6000Ui50400U>,6N fill (561 S804EN7 PERSON TRIP CAPAg7V 06007A01E) BY Accuo DIE PERSON-11,PVB4CLKAR caPACI1Y (COLI*I7 PDA443 7,170744 TRANSIT P650606008ACIT7 (COIAAW I1IB.. (76J:6E310917P660061I69 VOLUM 9308TMEEfl 0Y.400040.174E veMCi6AA V01.14E W PEA0 N.TRIP (03L144(5DA3O6E TOTAL TR111071PER90NVOw1E(COLt.64(I3J). N It7t:SEO4EN7PER90N-TRP EXCESS wA0Ti IS 00TAUE0r 8( Ds7RACTTw00aLw4(59181340015R61(161- (10J THE PC43014.7RIP LOS 14 PRI:1410ED 0011161117E74705414 ARE 1161605MAMMA 05GE 74.3(E 21.6j, • - 1l1. 0 NITRANPRANiPROAECT562001116716tTABLE6111 W770KW1t4 • TABLE 21.010, DOWNTOTSNW NtAORI UPOATE YEAR 2009 PERSON TRW CONDITIONS 20-Nov.1001 • .. ROADWAY FRONOM 70. O MAW 'ADOP- TED LOS FACILMY TYPE COS'TINO . LANES AM/ PM COUNT DATE 11 EXISTING PERSON TRIP VOLUME. I YR 7399 BKO PERSON TRIP •VOLUME. (31 COMMI- TIED DEV,. , YR 2009 TOTAL BKO PERSON TRIP FUTURE. PERS0N TRIP CAPACITY . TOTAL 151 9K0 PERSON L. TRIP " , - ' (61 INC41 PRO/. PERSON. TRIP YR 2009 TOTAL PERSON TRIP VOLUME FUTURE PERSON TRIP• CAPACITY OTAL.. pi: TOTAL PERSON TRIP .VIC . LOS PRQI. AS , .A %OF MAX .SERVICE VOLUME PRO/: TR1P5 REATEI TNAN 516 YES/NO V/C- (LOS BISCAYNE:EILVD. UJ W �_ W W 2W W W N W W WWW W WW W W W W W W W W W W W W W WW W W,W W-W WW WW W W WW W W W WW W p0p pp0-.0 p. 0 0 0 oopopo p OOo.0000000:P-000p000p.0000 oo'cp0 P. 1 29.22.22 2V2V9i2Z Z 2 222Z2222 f.y Z 2 2 2 2 2 2 R222.2 NE 54 STREET' NE 46 STRET N8 410 AM ,0711E000 ' 1.598 1.68 , 119 1,802 3,950 C 56- 1.858 3.950 C. 1.42% 'SB 2,833 2,904. 163 1147 3,950 D, 93 3.240 3.950 0 2.3516 NE-46 STREET 1-195. 678- 41.0 AAA 09112i'00 2.172 1.288: 138 2,426 3,950 .C: 70 2.498 -3,950 C. 1.77% 98 _ -3,107 .-3273 195 3,468 '1950 -1)- 116 3.584 3.950 0 29416 1-195 NE.38STREET 148. 41.0 '964 -0829/00 2207 2,325 325 2,650 3650 Cr- 160: 2.830 3.950. 0 4.5616 - 58 2,473 1605 256 1861 3,950 0 156 3.017 19550 0. 39516 NE 36 STREET NE 29 STREET -NB. 4LO PM 08/29/00' 2.391 2.519 519 3.038 4,448 D 240 '1278 4,446 0 5.40% 58 2.841 2,782 410 3.182 6.678 C: 208 3.400 6.678 C 3.1116 NE 29 STREET NE 20 STREET N8 41D PM 05101/01 3,204 3356 682- 4,038 4,350 E 300- 4.338 4250. E. 6.901E Se 1.682 1,741 529 2270 6.582 -0 260• '2,530 '8.582- 0 3.95% G NE 20 STREET NE %STREET NB . 4L0 PM ,08/003/99 2.770 1935 773 3,708 4.350 E" 292 4.000 4250 E 6:71% 58 1,774 1,860 596 2,476 6.582 D 254 2.730 6.582 0 3.6616 1 NE 19 STREET NE•ISSTREET NB -SB 4L0 PM 09007/00 2,949 2.189 3,107 2,106 620 484 3.727 2.790 5.310 7.542 D- ,D. 315 273, 4.042 3.063 1310 7,542 D 0 5.93% 3.62% I NE 15 STREET NE 14 STREET N8 58 4L0 PM 04(13199 .3A66 1.825 ' 3.249 1.934 845. 648 4,094 2.582 4,912 7,174 0 0 240 208 4,334 2,790- 4.942 7,174 E 0 4:86% 2.90% NE 14 STREET NE 13 STREET NB- 6L0 PM 04/13/99 3.140 3.327 1.099 4.428 6,804 D 412 4,838 -6.804 . 0 6.06% S8 1.848 1.956 834 2.790 9.036 0 358' 3.146 9.036 0 1.965E NE 13 STREET 1-395 NB 61.0 PM 08117/99 3,215 3.406 1.313 4,7.19 6.804 D 749. - 5,468- 8,804 0 11.01% SB 2927 3.101 990 4.091 9.036 0 - 651. 4.742 9,036- 0 7.20% 1.395 NE 6 STREET 148 4L AM 05/11/99 2.433 2.578 - - 842 3,420 9,964 0 - 457 -3,877 9.964 0 4.59% 98. 3L - 2.559 2,711 -1,2E3 3,974 6,804 D.. 760 4,734 6.804 D 11.1716. NE 6 STREET NE 3STREET NB- 81.0 PM 04r15D1 1142 3291 1,138 4,429 7,732 "0 495 4,924 7,732: D 8.401E S8 1,603 1.679 861 2.540 9,964 C 429 1969. • 9.964 D 4.31% NE 3 STREET NE I STREET N8' 8L0 PM 0425/01 .3.114 3261 1,220 4.481 10,924 ' D. 532 A013 10,924 0. 4.87% S8 - 1,494 1,565 920 2.485 10,876 C . 462 2.947 10,876 C 4.33% NE 1 STREET SE 1 STREET NB 8L0 PM 05/16/99 3,756 3,990 965 4.956 11,764 0 393 52345 11,764' 0 3.32% 58 1.345 1,426 734 2.180 7,258 0. ' 338 2.496- -7,258 0 4.66% SE 1 STREET SE2STREET N8- 61.0 PM 05/1899 2,879 - 3.050 547 3,597 9176 0 292 3,889 ,8.176 0 3.18% - S5- -1.278 1.354 429 1.703 6.944 C 254. 2.037 8,044, 0 3.66% SE'2STREET SE STREET N8 210W AM 0629199 2.733 2,896 179- 3.075. 7,104 0 91 . .3.168 7,104' 0- 1.28% NE 2 AVENUE/BRICKELL AVENUE NE 20 STREET NE 19 STREET - NB 41U PM 07/06100 •1;221 1,286 836 1,922 3,111 0 360' 2.282 3,111 D - 1137% S8 838 881. 529 1410 3.111 D. 312 1222 3.111 D 10.0316 NE 19 STREET NE 14 STREET N8 41.14 PM 07/0600 1.045 1.101 647' 1.748 3,064 - 0 397 2.145 3,064 0:: 12-96% SB 827- 871 537 1.408 3.405 D 345 1253 3.405' 0 10.13% NE 14 STREET NE 13 STREET- NS NU PM 071D6(90 1.045 1,101 •524 1,625 3.064 0 345 1,970 3,064 0 11.26% SB 1.051 1,107 447 1.554. 3.931 0 299 1,851 3.931 - 0 7.66% NE-13 STREET 1.395 58 3L AM 04/25401 1,952 2,055 493 2,548 .6,709 0- 287 2.815 8.709- D 398% 1-305 NE 3 STREET SB 31. AM 0425101 1,359 1,423 398 1.821 6.709 C 197 2,018 8.709 0 2.94% NE 3 STREET NE 1 STREET SB 3L AM '0425101 1284 1,345 438 1,783 7.917 C 244 2.027- 7.917 C 3.08% NE 1 STREET FLAMER SIKtET 58 3L AM 04125101 1,141 1,195 461 1556 7.328 C 244 1.900 7.328 C 3.33% FLAGLER STREET SE 1 STREET S8 3L AM 0425101 1,053 1,103 474 1,577 6,832 C 302 1,879. 6.832, C 4.42% SE 1 STREET -SE 1 STREET 68 -31. AM 04/25/01 1,441 1,309 347 1,856 9360 C- 180 .2.038- 9,560 C 1,88% SE2STREET SESTREET :58: 4L AM .0425/01 1,480 1,529 713 2.242 12.668 C 441 2,683. '12.666. C 3:48% SE STREET -SE STREET NH 2L PM -062899 2205 2.336 865 3,201 8 474 0 618 3,819- K474'' 0 9.55% 98 3L 2.351 2.491 1.153 3844 6.578 0. 712 4:358 8,378 D 10.8216 SE 8 STREET SW 1D STREET N8 ` 4L13 PM ;05R599 - "1.794 1,901 .486 2.367 5,705 D 345 3,732 5,705` 0 6.05% - .. .SB -3.054 3238 ..643 3679 6,885 0 397 4.276': 6.865 0 5.9616 SW I3 STREET SW 15ROAD NB ' S8 -4L0 PM '0629I99 1;351 - 2,881 1.442 3.051: 181 ` • 225- 1.823 3,278 5,457 5.457 0 0 - 96 112 1,721 3.390' 5,4 57 1457 0 0 1,90Y. 7-0516 SW 15 ROAD <uCKENBAD(E4 CSWY -NB 4L0 - PIA 062999 1272 1,348. 174- 1;522 3,034 D. 98 1,620. 3.034 D 3.23% S8 1,932 2.047 215 2.262 3,034 D. 112 2.374 3.034 .0 18916 SOURCE KEITN AND SNNARS, PA Pipe 1 017 N:ITRANPLAN9PROJECTS12001N 67161TABLESt11 MATRIX WK4 TABLE 21.010 DOWNTOWN MW6 OM UPDATE... -YEAR 2009 PERSON TRIP CORDn70H8 .20440 +2001 • • • ROADWAY FROM . TO MR MIAM1 ADOP-..._ TED LOS FACILITY TYPE COSTING 1 LANES . AMI�COUNT Pt4 DATE 11j . EXIST1NO PERSON TO, VOLUMESO .YR 2009'. BKO PERSON TRIP VOLUME 131 -f0 COMAO- TTEO: : DEV- - YR-2009 TOTAL 6KOi PERN: TRIP FUTURE PERSON TRIP CAPACRY' TOTAL /5j: BKO PERSON � TRIP_ I )- INC-6 :PROJ. PERSON YR 2009 .,TOTAL. PERSON. TRIP VOLUME FUTUl‘r"---RE PERSON - TRIP. CAPACITY TOTAL TOTAL. PERSON TRIP PROD. "AS A%OF MAX SERVICE VOLUME. J PROD. 1 TRIPS REA 7TE THAN.514 -YE8M0- WC 11.09 TRIP- V LLQS N AVENUE NE I7 STREET NE 14 STREET N8 E 2IU WA N/A WA N/A 772 I 772 1,760 0,439 0 120 892 1.760 0.507 0 8.82% YES SB E NIA NIA 758 768 1,760 0.431 O 104 8E2. 1.760 0A90 0 5.91% YES NE 14 STREET 1-395 N8 E.20 3L Pm 042901 2,112 2,212 874 3.088 6.841 0.451 0 - 247 3,333 '6.641 0.487- :0 3.61% NO I.395 NEB STREET N8 - E+20 3L PM 0501/01 1,320 1383 1.057 2.440 6.841 0.357 0 420 2,860 8.841 .0.418 11. 8.14% YES NE 6 STREET FLAOLER STREET NB E+20 3L PM 05/01/01 1508 1.579 925 2.504 8.669 0,289 C 337 2.841. 8.669' 0.328 0 3.89% NO FLAGLER STREET SE 1 STREET N8 E•20 3L PM 05701/01 1,318 1.380 935 2.315 8,669 0.267 C 225 2.540 8.669 0.293 0 2.60% NO SE 1 STREET 5E 2 STREET NB E+20 3l PM 05+01/01 1;013 1,061 1,006 ! 2.087 7,336 0.282 C 270 2.337 7,336 0.319 0 3.68% NO 4 N. MIAMI AVENUEIS. MIAMI AVENUE NE 20 STREET NE 17 STREET SB E+20 31 AM 042501 553 579 371 950 5,044 0.188 C 168 - 1.118 5.044 0.222 C. 3.33% NO NE,17 STREET NE 14 STREET S6 . E•20 3L AM 0425/01 553 579 339 916 5.044 0.182 C 157 1.075 5,044 0.213 C 3.11% NO NE14STREET NESTREET SB E•20 3l. AM 0425101 809 847 332 1;179 8.507 0.181 C 191 1.370 6.507 0.211 C 2.94% NO NE 6 STREET NE 4.STREET S8 - E+20 31. AM 0425)1 882 924 .413 1,337 6.879 0.194 C. 215' - .1,552 6.879 0.226 C 3.13% NO NE 4 STREET FT Ara FR STREET . S8 E•20 21 AM 0425A1/ 883 925 421 , 1.348 5.231 0.257 C _ 249 1,595 5,231 0.305 D' 4,75% NO FLADLER STREET SE 6 STREET SB -E+20 34. PM 04/25/01 1,708 1,789 850 2,439 5.416 0,4550 D 559 2.996 , 5,416 ' 0,554 0 10.32% YES SE 6 STREET SE 8 STREET NB E•20 2L PM 0425/01 2.252 2,359 449 2.808 7,853 0.387 0 345 3.153 7.651; 0.412 D 4.51% NO I SE 8 STREET SW-12 STREET NB E+20 2L PM 0425101 2,434 2.549 360 2909 9,381 0.310 0 267 3.178 9.381' 0.339 0 285% NO SW 12 STREET - SW t3 STREET N8 E•20 2t PM 042Y01 2.434 2.549 255 2.804 9.381 0.299 0 163, .2.967 _9,381 j 0.316 0 1.74% NO SW 13 STREET . SE 15 ROAD N8 E 21U AM demo 513 537 -216- 753 2240 0.338 0 •99 852 2240 0.380 D 4.42% NO - - SB E 177 185 134 319 2.240 0.142 C 59 378 2.240 0.169 C 2.63% NO NW 1'AVENUE NE 6 STREET NE 7 STREET N8 E 4L0- AM 0425.01 1;512 1,584 60- 1,644 5,645 0,291' D. 31 1,675 5,645 0.297 0 0.55% NO SB E 1.142 1,196 86 1.282 5.645 0.227 C 52 1,334 S.645 0.236 C 0.92% NO NE 7 STREET NE 1'STREET NB E 4LD AM 0425/01 1.504 1:575 70 1.645: 5,645 0.291 0 45 1,690 5845 0299. D 0.80% NO S8 E 1.142 1,196 102 1.298' 5,845 0230- C : 75 1.373' 5,645 0243 C. 1.33% NO NE1-STREET FLAMER STREET N8 E 11 AM 0425/01 1.504 .1,575 79 1,654 4,205 0.393 0 35 1.689 4,205 0.402 D 0.831G NO SB E 21 1.142 1,196 118. 1.314. 5,645. 0.233': C 58 �1,372 '5,645 0.243 G 1.0316 NO FLAMER STREET - SE2 STREET NB -E 4LU MA 04125/01. 246 258 94- 352 2.584 0.136' C 38 390 2584 0.151 C 1.47% NO S8 •-E 629 659 142 801 2.584 0.310'. 0 64 865 -2,564 0.335 0 248% NO SW1:AVENUE N. MIAMI AVENUE SW 7STREET EB E•20 3L PM 0825101 1,650 1,728 184 T692 5416 0.349 0 143 2.035 5.416 0.376 0 2.64% NO SW 7 STREET SW B STREET S9 -E!20 21. PM Ot25/01 3,305 3.462 179 3.641 6,693 0.544. 0 176 3.817 6.693 0.579 D 283% NO SW8 STREET 'SW 13 STREET SB E•20 21 PM 0425/01 .2.781 2.913 305 3218- 6.189 0.520 0 . 254 3472 6,189 0.561 0 4.10% NO SOURCE- KEITH AND SCHNARS. PA Page, 2 of 7 N 1TRAN PLAMPROJECTS120011167181TABLES11 I MATROL W K4 w TABLE 21D10 DOWNTOWN WAIN ORI UPDATE YEAR 2009 PERSON TRIP CONDITIONS 2044 • ROADWAY MIAMI ADOP. TED FACILITY TYPE EXISTING AM/ COUNT 11) EXISTINO PERSON TRW. YR.2009 8K0 PERSON TRIP 13) COMM- TTED YR 2009 TOTAL 8K0 PERSON. vi FUTURE PERSON TRIP CAPACITY (S) SKO PERSON -TRIP -WI 161 INC4i PROJ. PERSON YR 2009 TOTAL PERSON 1RIP FUTURE PERSON TRIP CAPACITY I51 TOTAL PERSON TRIP PAW. AS A %OF MAX SERVICE 1 PROJ7 TRIPS 1GREATE* THAN S% FROM TO DIR LOS_ _ LANES PM DATE VOLUME VOLUME. OEV. TRIP, _ TOTAL 1.08 TRIPP. VOLUME: TOTAL /0 6.. VOLUME YES/N0 -AVENUE mmmmmm mmmmmm N.mmmmmfn mmmmmmmmmmm,mmmrnmmm'mmmmmm 00 000..op 0 000.0o.�� 000 0 tp0000 po,o oo p000 00 � N _Halite gE£ $E 5ga fIKA S23 'I Oo'o00 o0'0 0.1:30• o C'O'o o.o•o o oOU V o.o.o o.00a C 000000 oo0Go0 • mop° yco 000m, L�i o�pwj.�-�oy0y 6ppy�0ioj oppooyp�, 0 iyp� i�i,.oao j _% :7.►i�6.73 33 gi3mY3.mY1.Tiiir8l�o�v�7K1&Q�S.1IifJ:i�ele�o.`;=w NW 11 STREET NW 8 STREET NB 2LU PM 04124/01 1,173 1.229 435 1.664 4.515 202 1,886 4,515 0 4.47% NO . SB 1.050 1.100 376. 1,476 3,053i 176 1,852- 3,053. 0 5.76% YES NW 8 STREET NW 6STREEf N8 21.0 PM 04/25/01 2.528 2,648 374 3.022 6,979- 112 3,134 8.979- 0 125% NO 58 1,198 1,255 332 1,567 3239 96 1,685 3.239 0 103%. NO NW 6 STREET NW 5STREET NB 2L0 PM 0125N1- 2.448 2,S84 384 -2,928 8.857 97 3.025 - 8,857 0 '110% NO 58. 1.055,. 1.105 324. 1.429 2.807 .85 1,514 2.807 0 3.03% NO NW 5STREET NW 3 STREET NB . 2LD PM 04/25/01, 2.446. 2,564 '374. 2.938 8857' -112 .3,050 8.857 0 1.26% NO 58, 1,150: 1.204, '332. 1.536: 3.427 98- 1.934 3.427 D 2.861E NO NW3STREET NW.i`STREET NB 2L, PM 04/25/01 1299 1,465 435 1;900 7.172 187 2.087 7,172 0 2.61% NO Se 1L 456 478 .378' 854 1,900 163 017 1;900 0 8.58% YES NW 1 STREET SW 1-STREET i6B- 2L PM 04725/91- 1,026. 1,075. :506 11;581 2708 - 172 -1;753 2;708 0 8.35% YES SB. it 456. -478 428 906. 1.900- 150 LOSS 1.900: 0 7.89% YES SW 1 STREET SW 2 STREET :N9. 4W PM 04125/01 '967 1';013_ 294 1;307 -2,564 150 3.457 2,584. D 5.80% YES SB 913. 523' 1179 -2.584_ 130 1.309. 2.584. 0 5.03% YES SW2 STREET SW T STREET - N8 au PM 0443W1. 1.248 ,956 1.307. 396. 1,703 7.743 247 1.950 . 2.743 0 9.00% YES 58 1.605 1.681 297 :1.978 2.743 215 2.193 2743" 7,84% YES SW 7 STREET SW 8 STREET NB 4LU PM 04/25/01 1248 1,307 230 1,537 4.942 150 1.687 4.047 3.71% 610 SB • 1.611 1,687 304 .1,991 4,179- 172 2,163 4.179. 4.1214. 140 SW 8 STREET SW 11 STREET NB 21.1.1 PM OU25/01 1;243 1,302- 163 1,465 -2.743 98 1.583. Z743 3.57% NO SB 1,611 1,667 212 1.699 2.875 112 2.011 2.875 3.9011. NO SW 11 STREET SW *STREET NB 2LU PM 0_ 4715001 1,243 1,302 156 1,458 Z743 91 1,549 2.743 3.32% NO 58 1,605 1.661 202 1,883 2,743' 105 1,983 2,743 3.83% NO SW 13 STREET SW 15 ROAD NB 41.1.1 P44 04/17/01 302 316 74 390 Z584 26 416 - 4584- 1.01% NO S8 395 414 90 504 2584 30 534 2.584 1.18% 640 . NNW 3AVENUE NW 20 STREET NW 17 STREET NB au Pm 07/08J00, 280 296 20 315 1280 22 337- 1,260 0 1.72% NO 53• 266• 301 15 316 1,280 20 336 1280 D 1.56% NO "NW 17 STREET NW 14 STREET N8 2LU PM 07I06N0 478 504 51 555 1.1338 30 585. 1.838 D 1.63% NO S8 426 449 37 486 1.838 ' 28 512 1.838 D 1.41% NO NW 14 STREET NW 9 STREET 74 21.U. PM 07/06,00 338 '356 _02 438 1,404 St 490 7.404 0 3.70% .NO .304 320 60 380 ' 1.404. 46. 428. - 1.404 0 3.28% NO .NW 9 STREET NW.5 STREET N8 3L P62 04R5/01 1,543 1.616 122 1,738 4.912 97 1,835 4,912 O 1.97% NO. NWSTREET SW ISTREET NB; 2L PM 04/.2501 1,543 1,616 254' 1.870 .3.264 460 2.350 3264 D 14.71% YES NE20 STREET NE 2AVENUE N. MIAW AVENUE EB 2LU AM 04/24+00. 676 923 148 1,071 1,466 46 1.117 1.466 0 3.14% NO WS 715 753 98. 851' 1.456,--. 28 -879 1.468 0 1.91% NO N. MIAMI.AVENUE NW3AVENUE EB 4LU PM 04/24AT0 876 : 923 219 1,142 *Z770 99 1,241 2.770 0 157% NO WB. 715 753 141 894 Z770 59 - 953. 2.770. D Z13% NO NW 3AVENUE I-95 EB 4L0 AM 04/24/00 876 923 - 175 1.098 2.906 104 1.202 2.908-. D 3.58% NO W8 715 753 134' 687 .Z9D6 63 950 2.906 D 217% NO NE 15 STREETNENETIAN CSWY 11 999 Bi5GYNE ISLAND BAYS/IORE DRIVE E8 2LD PM 09112i0D: 450 474 60 534 1.44352 . 586 1,443 0 160% NO we, 489 494 .82 576 1 60 838 1.443 0 4.16% NO BAYSMORE DRIVE BISCAYNEBLVD .E8 2LD PM 01812A00 550 579 186 765 .943 104 869- 1,943 0 5.35% YES WB 523 548 255 803 1.695 120 923 1,695: 0 7.0816 YES BISCAYNE &.VD N. MIM4 AVENUE es 2LU PM 09112/00 255 269 112 381 1280 ' 124 505 1280 0 9.69% YES •618 357 376 153 529 1 142 671 1,280- 0 11.09% YES SOURCE KEITH AND SCNNARS, P.A. Pape 3 of 7 N:4TRANPULFSPROJECTS120D11167161TABLES01 MATRIX WK4 20410v-2001 • TABLE 21210 DOVNITOWN' WAMIDR1 UPDATE YEAR 2009 PERSON TRIP CONDITIONS [ROADWAY ' FROM TO I DIR. MlAW .. ADOP- TED LOS FACILITY TYPE EXI8TIN0 LANES. PM COUNT- OATS COSTING PERSON TRIP_ VOLUME- I21'r YR 2009 BW.0 PERSON ."TRIP VOLUME ,(31. COMM- TTE'D DEN:' YR 2009 TOTAL BKG PERSON TRIP. FUTURE PERSON TRIP CAPACITY TOTAL 151 BKD PERSON ,.TRIP 11133 (6I. INC41 PROJ. PERSON TRIP YR 2009 TOTAL PERSON TRIP, VOLUME FUTURE . PERSON TRIP CAPACITY TOTAL. (5J :TOTAL. PERSON TRIP -V/C " LO$ PROJ. AS A%OF MAX SERVICE -VOLUME PROD. TRIPS:. REA f 7NAM 5% 1 YES/NO Y/C NEIZSTREET-'__._._..- ._.__a_ - d0000000doo oW�_ oo.00 dd o 0 0 0 0 0 • BAYSHORE DRIVE BISCAI?IE BLVO EB E 4LU PM 09/0710S 1,143 1204 Z68 1,472 (7 0.309 0 228 '1,700 1 A,762 / 0 4.79% - - W& 'E" -92i 970 ;367 1,337' 5:444 ' 0246 C 462 1,599 5.444. 0 4.81% BISCAYNE BLVD HE 1 AVENUE EB. -E- 2L PM 09.07100 510. 537 385 902 1204 0.2E2. 0 293 1.195 3.204 0 -9.14% WB E 1L 482 508 499 1,007 1,900' -0.530, D 337 1,344 1900 0 17.74% NE 1 AVENUE N MIAMI AVENUE E8 E' 21 PM 09/97/00- 270 264 -141 425 2,708 0.157 C" 111 536' 2,708 C : 4.10% WB E 1L 256 272 194 468 1,404 0.332 0 127 593 1,404 0 9.05% N LRAMI AVENUE NW 2 AVENUE .EB 6 21U PM 0937/00 270 284 194 478. 1.404 0.340 0 206 686. 1.404 0 14.81% k WB E 258 272 265 537 1.404 0.362 0 240 777 1.404 D 17.09% r 14W 2 AVENUE NW 3 AVENUE EB WS E E 21U PM 09007/00 338. 386 356 407 141. .194 497 601 1,714 1;714 0.290- 0.351 0 0 169 195 666 796 1714 1,714 0 0 9.86% 11.381*. 1 NW 3 AVENUE 1-95 EB WB E I E 21U PM 04/24/60 24t 274 254 289 30 41 284 330 1.280 1280 0222 0.258 C 0 182 210 466 540 1,250 1,280 O 0 1422% 16.41% NE i i STREET - NW 3 AVENUE 1-95 WB E.20 3L PM 04/24/00 238 282 518 800 3,388 0,236 C 127 927 3.388 C 3.75%. NE10 STREET NW3AVENUE 1-95. 98 E•20 2l PM 04/24199 240 254 498 752. 3.388 0.222 C 78 830' 3,388 C NE 6 STREET/PORT BOULEVARD E.OfiPORTBRIDGE BISCAYNEBLVD EB E -610 AM 04/0699_ 1.789; 1,896 i -380 2276 4.098 0.556 0 139 2,415 4.098 O 3.39% 1.18' - E- 832 .-882 240 1,122 0274 C 84 1206 4,098 O 2.0516- BISCAYNE BEND NE 1 AVENUE W8 E420 31. PM 0425/01 •1.074 1125 273 1.398 8,752 _ 0.160 C 127 1.525 8.752 C • 1.45% NE-1:AVENUE N MIM O AVENUE WB . E+20 2L PM. 04/25001 1.283 1.323. 191 1.514 7,972 - 0.190 C 105 1,619 7.972 C 1.32%. N MIAMI AVENUE NW I AVENUE • WB E•20 21. PM 0425101 1,215 1,273 191 1.484 .7,600 0.193 C. - 60 1,524 7.600 C 0.79% INW 1 AVENUE NW I CT INS E•20 a PM 04/25471 1474 1.125 171. 1,298 7,104 . 0.182 C 45 1.341 7.104 C 0.83%. 1 NW 1 CT NW 2 AVENUE WB E20. 21 PM 0425101 915. 979 171 1,150 3374 0322 0 37 1,187 3,574 D 1.04% NW 2 AVENUE NW3AVENUE W8 E•20 2L PM 04/25/01 992 1.039 171 1,210 3.574 0339 D 37 1247 1574 D 1.04% I I NW 3 AVENUE 145 WB E420 31 PM 0425/01 992 1,039 191 1203 5222 0.230 C 52 1.252 5222 C 1,00% 1 NE 5.STREET BIISCAYNE BLVD NE 2AVENUE E8. E•20 4L PM 042901 1,529 1.601 151 1,752 9,872 0.177 C 59, 1,811 9,872 -C 0.60% NE 2:AVENUE NE 1 AVENUE EB E•20 31 PM 04/25431 1.529 1,601 158 1;759 8,752 0.20t C. 72 1.631 8,752: C 0.82% NE1 AVENUE N MUJA AVENUE EB E}20 31 7T1 M/25101 1,529 '.901 138 1,737 8,752 0.198 C 4S 1,783 5,752 • C 0.53% NMIAMIAVENUE NW2 AVENUE EB E•20 31 PM 0425101 1,378. 1.413 136 .1579 4,912 0321 0 .91 1,670 4,912 0 1.85% NW2AVENUE I-95 EB E•20 31 AM 04/24/01 1,610 1.688 52 1.738 5,222 0.333 0 3S '1.773 5222 0 0.6716 SOURCE: KEIT14 AND SCHNARS. PA. • Page 4 617 N1TR NPLAMPROJECTS120011167161TAELESif1MATRIXWK4 • TABLE-21.010 oowNTOw11 14&II ENO UPDATE. YEAR 2009 PERSON TRIP_CONDRIONS • ROADWAY • FROM T0. ).D(R MIAMI • ADO. TED: LOS, . FACILITY TYPE EXISTING .LANES PM � COUNT 0A1>'VOLUME Iq EXISTING PERSON • TRIP YR 2009 BK13 PERSON •TRIP ,VOLUME _, . 133' COMMI- • TTEO I GEV. YR 2009 TOTAL . BKG PERSON TRIP- FUTURE PERSON TRIP CAPACITY TOTAL . .. (5) SRO PERSON TR P 161 . 64041 - PROJ. PERSON TRIP YR 2009 TOTAL PERSON -TRIP VOLUME FUTURE PERSON TRIP CAPACITY T AL TOTAL PERSON. TRIP PROJ: AS A%OF MAX SERVICE PROJ. TRIPS GREA A' THAN 5% YES/NO _ VC LD3 DIY?9 VOLUME - NESSTREtt • BISCAYNE BLVD NE2 AVENUE E&- E 20 PIA 0425/01 178 186 67 253 ' 1.592 0.159 • C 52 .305 1.592 0.192 C 327% NO WB E 972 1,018 - 92_ 1;110 1,344 0.826 .0. .60 1,170 044 0.671 0 4,46% NO •NE2 AVENUE N..MIAAB AVENUE- ES E 2L0 PM 0425/01 126 '972: 132 67 199 1;344 0.14E C. 59 258 1.344 0.192 C .4.39% NO _ WB E 1,018 92 1.110 1,344 0.828 0' 67 1,17 - 1,344 0.878: 0 4.99%- NO N, MIAAU AVENUE NW 3 AVENUE EB E 2L0 -PM 0425/01 126 132 '89 221 1.344 0.164 C. 111 332 '4344. 0247 0 828% YES • WB E 972 1.018. 122 1,140 1:344 0.848 0 127 1287 1.344 0.943 E 9.45% YES NEI.STREET BISCAYNEBLVO _ NE2AVENUE W8 E.20, 21. AM.0425N4 516 540 138; 678' 4,t04• 0.165. C - -35 713, 4,104 0,174 C -0.85% NO NE2AVENUE NW2AVENUE WB E+20 2L AM O425/Ol 704' 737 t2 - 779 4.693- 0.166 C 108 887 4,693 -0.189 C 2.30% NO NW-2AVENUE 1.95 W1! E.20.. 21 PM •0426/01 1,768 1 1,850 82 1.912 4,352, 0.439 0 97 2009 4:352 0.482 D 223%- NO: F4AG1ER STREET BISCAYNE6L:v0 NE2:AVENUE. W8 E420 2L PM O5/16/92- 1,388 1,471 551 2,022 9,658 0209 C 90 2.112 9.658 0219 C 0.931E NO NE 2AVENUE- NE i AVENUE W8 E420. 2L PA 05/18/99 , 1244 1,318 306 1;624 -9.658 0.168 C. .97 1221 9.858- 0.178 C 1.00% NO NE 1 AVENUE NW 1 AVENUE WB E+20 21 PM 05/1899 1.518 1.808 245. 1.853 13.498 0.137 C 112 1,965 .13.498 0.146 C 0.83% NO NWI.AVENUE NW2AVENUE WB E420 '21 PM C6/1899 2.311 t 2,449 153, 2.602 .8.100 0.32t D 90 2692 8.100 0.332 D 1.11% NO NW 2 AVENUE s SE 1 STREET 1.95 ES E 2L PM 05'02/01 358 375 158 533 3.264 0.163 C 98 631 3.264 0.193 C 3.00% NO 'i BISCAYNE BLVD SE 1 AVENUE E8 E•20 3L AM 05/1199 1,977 2,095 425 2.520 11,652 0.216- C 284 2.804 11.652 0241 C 2.44% NO SE 1 AVENUE SW 1 AVENUE EB 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 SW 1 AVENUE SW 2 AVENUE EB E+20 3L AM 05N8199. 2.187 2,317 161' 2,478 11,332 0219 C 110 2,588 -11.332 0.228 C 0.97% NO SW2 AVENUE 145 ES E•20 41. AM 04/1999 1550 1,642 145 1,787 8.748 0.265 C' 99 1,888 8.748. 0.279 .0 -1.47% NO SE: 2 STREET/SRS.US4 BISCAYNE8&VO. SE3AVENUE WB E420. 5L . PM'06129129 3.510 3,719 T6S: 3,984 9,938 0401 0• 120 4;104 9.938, - 0.413- D 121% NO SE.3.AVENUE NE 2 AVENUE WB E+20 4L FM 'mil/99 3.643 3 860 591 4.451. 10.431 0427: 'D 247 4.698. ' 10,434 0.450 0 2.37% NO SE 4.STREET/SR51U3-1 BISCAYNEBLVO: SE2AVENUE. E8 EE20. 3L A4:06/29f99 2.727 4889 428 3,315 7,391 0.448 •0, T55 3570. 7.394 0.483 - 0 3.45% NO SE7:STREET _ .BROCELL:AVENUE • SW 1-AVENUE WB' E•20: 3L PM105/1699 1,459 1 1,546 403 1,949 5.160 0.378 D. - 300 2249 15,160 :;� 0.438 0 5.81% YES SW I AVENUE 1-95 WS 6 20 '31 PM • 0017811 2.268 -2375 495 - 2.870 5264 ' 0.543 :0, 282- 3132 .5.214 .0.593 D ' 4.96% NO` SOURCE: KERN AND SCHNARS. PA. Page 5047 N9TRANPI./irsPR0JECTSt2001/167161TABLESt11MA7RIX.WK4 2001 • TABLE 21.010 OOWNT0W01MIAMI OM UPDATE . YEAR 2009 PERSON TRW CONDITIONS ROAD11I1Y MGMI AOOP• TED FACIU1Y TYPE. EJU311NG mar - COUNT* (1 EIDSTING -PERSON TRIP BKG PERSON TRIP (3] COMMI- TTED a.k� YR.2009 TOTAL 8K0 PERSON yr FUTURE PERSON TRIP CAPACITY (Si BKO PERSON TRIP (61 INC41 PROJ, PERSON - YR:2009 TOTAL PERSON TRIP r FUTURE PERSON TRIP CAPACITYI (51 TOTAL PERSON' TRIP PROD. AS Alt OF MAX: -SERVICE: PROD. TRIPS + REATEK THAN 3.41 M FROTO DIR LOS ., LANES pia DATE_ VOL M5 :VOLUME OEV TRW. TOTAL V lOS TRIP VOL itE TOT WC_ 1 LOS M YOtUE -YESMO SE6 STREt 7 • mm mmmmmmmmmmmmmmmmmm-mmmmmmmm mmmmmm g g g e g g g o g g g g g g c c P }� W _ 1{O 0 O OUOOOW mm UWOWOUWLLU UOUOWLLWOWLLLLUUNW mO BRICKELL AVENUE S. MIAMI.AVENUE EB AM 08103199 2.089 2.213 394 2,607 5,160 0.505 0 261 2,868 5.t60) 0.566 5.06% YES S. M4AMI AVENUE SW.1 AVENUE EB AM 64/2901 3,370 3,530 493 4.020 5.684 0.710 0 331 4.351 ' 5.664 0.768 5.84% YES .SWIAVENUE 1-95 gSW13 STREET EB• AM 04717/01 3,474 3.639 625 '4.264 6,535 0.652 0. 400 4.664- 8.536 0.714 6.12% YES • BRICKELL AVENUE- S. MUNO AVENUE EB. AM 0548/99 1,264 - 1.339 • 88 1,427 2.832 0.504 D. 46" - 1.473 2.832 0.520 1.62% NO wB 880 911 53 984 3.578 0270 : CG 28 -992 •3.578 0.277 0.78% NO S. MIAMI AVENUE SW I AVENUE EB AM .05/15/ 79: 1264 1,339 15.7- 1.506 2.932 0.532 0 128. 1.634 .2.832 0.577 4.5211. • NO v4 673 713 101 814' 2.832 0.287 ••0 77 WI 2832 0.315 2 72 6 840 SW / AVENUE SW 15'ROAD D3 PM •O5/1899 624 651 305 966• 2,584 0.374 D 254. 1220 2.584 0.472 9.83% .YES WB 1.820 1.928 418 2.346 2.832 0.828 0 292 2538 2,832 0.931 10.3116 YES SR 6366395/MACARTNUR CSWY PALM .ISLAND ENTR BAYSNOREDRIVE E8 PM 08/1099 3633 4.467 279 4,446 10.956 0.408 B 142 4.588 10.958 0.419 1.30% NO WB 4.019 4.370 224 4.594. 10.956 0.419 8 124 4,718 10.956 0.431 1.13% NO BAYSNORE CAVE N. ULNA AVENUE EB PM 0817/99 3,709 4,033 1.448 5.479 9,584 0.572 C 468 5.947 9,584 0.621 4.88% NO we 6.068 6,597 1.e12 8.409 9584 0.877 E 540 8.949 9.584 0.934 563% YES N. MIAMI AVENUE 1-95 EB PM 08/17199 3,709 4.033 1,447 5.480 9.584 0.572 C 872 6.352. 9.584 0.663 9.10% YES WB 6.068 6.597 1,811 8.406 9.584 0.677 E 1,004 9.412 9.564 0.982, t0.a8% YES 1-95 NW 12AVENUE EB AM O6/15799 B,i20 6.828 LiB2 loots 13.072 0.766 0 754 10.7W 13.012 0.823 5.77% YES v03 6.822 TAIT 779 8096 13,816 0.593 C 453 8.649 13.816 0.626 3.28% NO NLV 12 AVENUE NW 17 AVENUE E8 PM 06/1999 5,891 6.405 1.134 7,539 9,584 0.787 0 768 8.307 9.584 0.867 8.01% YES 146 6.714 7.300- 1,469 8,769 9.584 0.915 E 884 9.553 9,584 1.007 9.22% YES • F q MVI7AVENUE NW27AVENUE- 69 AM 09/05100 5.687 8.132 1.158 7,290 13.072 - 0.558 C 772 8.062 13.072 0.617 5.91% YES NB 6.847 7.167 764 7,931 13.072 0.607 C 464 9.395 13.072 0.642 3.5516 NO NW 27 AVENUE NW 37 AVENUE E8 AM 08/2900 7.329 7.902 1,228 9,130 13.072 0.698 D 830 9.960 13072 0.782 6,35% YES W9 6.395 6.895 795 7,690 13,072 -0.568 C 499 8.189 73,07Z 0.6263.82% NO 37 AVENUE NW 42 AVENUE EB AM 05/05/00 4;434 4,781 1,173 5,954 9.584 0.821 C 795 8,749 9.584 0.704 6.30% YE5 WB 6.751 7279 762 8,041. 9.584 0.839 O 418 9-'S19 9.584 0.889 4,99% 840 Iray 42 AVENUE t4W 57AVENUE E8 AM 09/12/06 6 674 9352 t,t47 10.499 9 584 t OgS i 772 N271 9 564 1.076 806% YES • F II 83. 7.640 -.8237 738- 8875 9.584 0.938 E 464 9439 9.584 - 0.985 48416 NO NW 57 AVENUE NW72 AVENUE Ea- AM 0990900 44 t8 4,761 1:104 5,885 9.564 0.612 C. 748 6,813 9.584 0.690 7,80% YES 19B 7.532 8,124 705 8.826 9.584 0.921. E 450 .9278 9.584 0.968 4.70% 840: NW72AVENUE SR826 E8 Pm 08/09199 8.105 8.812 1,044 9.856 9.594 1,028 F• 600 10.656 9.584. .1;112 83516 YES '4F we 8271 8.993 1.390 10.383'. 9.584 1.083 F 922 11,305 9.584- 1.180 9.62% YES 4 F SR826 NW 67'AVENUE EB' PM 0w17199 - 5,780 6263 378: 6.641 13.072 0.508 : C 254 6895. 13.OTL 0.527 194% NO yea 6.804 7,368: 488 7.886 13.072 0.603 C 292 8.178 13.072. 0.626 223% NO NW87AVENUE NW107AVENUE Ee. PM OW411199. 4,515 '4.909 307 5.216 9.584 0.544 C 215 5.431 9.384 0.567 224% PO we .7.449 8,066 400 • 8.466 9.584 0.883 E 247 8.713 9.584 0.909 2.58% NO SR970I00W1CTOWNDISTRIBUTOR i-95 BRICKELL AVENUE E8 PM 05/18N9 1,721 1,856 23p 2,148 6240 0,344;: B t82 2,610 6.240 0.418 7.40% YES. 1 W8 1.942 .2097 397 2.494 6240 0.400 B S32 3A26. 8240 0.485 83316 YES SOURCE KEITH AND SCt1NARS PA Page 6d7 NATRANPUANWROJECTS12001116T161TABLE$t11 MATRULW1(<: 20-Nov-2001 TABLE 21.0/10 DOWNTOWN MIAMI'DRI UPDATE YEAR 2009 PERSON TRIP CONDITIONS • ROADWAY FROM TO OIR:.. MIAMI HOOP- TED 1OS FACILITY 'TYPE EX191>HG [ANES 1 A4N COUNT PM ( DATE ill EXISTING. PERSON TRIP ' VOLUME . YR 2009 BKG. PERSON TRW• VOLUME (3] COMMI- .TTED . DEV- . YR 2009 TOTAL BK13 PERSON TRIP FUTURE' 'PERSON TRIP CAPACITY TOTAL (5) • BKO. PERSON TRIP. (6) 0/C-11 PROJ. PERSON TRW YR 2009 TOTAL PERSON TRW VOLUME 1 14 FiJTURE 'PERSON TRW CAPACITY TOTAL- (5) TOTAL PERSON TRIP PROJ. AS. A%OF ' MAX BERWCE. VOLUME PROJ. I TRIPS GREATER THAN•S% YESAIO -V « WC I.LOS 1.115 551E36 N8 E iOLO P1.4 08/17199 10,865 11,731 t,486 13.217 21.566. 0.613 C 794 '14,011 21,568 0.650 1 D 3.68% NO - SB E 8362 I 9029 1,170. 10.208 17,104 0.597 C' 690' 10.698- 17.104- 0.637 D. 4.03% NO SR 836 • NW 5 STREET NB, E 10.L0 PM 08/17/99 8.974 ( 9.689 1.708 .11,397 21.568 0.528' C - 647 12244 21,569 0.568 C. 3.93% NO SB E ) 7.204 7.778 1.313 9.091' 17,104 0.532 C. 735 9228: 47,104 0.574 C 4.30% NO NW 5 STREET SW 1,STREET NB E 10L0 PMI 08/17199 8,248 8.923 1,943 10.646 17.104 0.634 D 877 11.723 17.104 0685 0 5.13% YES •58 E I 7204 7,778 1:484 9262 17.104 0.542. C• 761 10.023 17;104 0-586 I C 445% NO SW I STREET SW B STREET NB - E 10L0 PM 108/17/99 8246 8,903 644 • 9,747 17104 0.570' C 306 10.053' 17.104 0.588 I C 179% NO SB E I 7,204 7.778 1,066 8:944 17.104 0.517 C 352 9,196 17,104 0.538 i C 2.0811 NO SW 8 STREET SW 26 ROAD ` NB E 10LD AM j O8/17799 5,977 6,454 361 6.815 17,104 - 0.398 8 238 7,053 17.104 0.412 j B. 1.39% NO 58 E 3,704 3.999 - 254 4253 17.104 0.249 A 143 4,398 17,104 '0.257 i A 0.8411 NO SW 26 ROAD r . S. OIXIE HIGHWAY N8 SB E E 4L0 I AM 108/17199 ! 5,977 3.704 6,454 3,999 204 139 8,658 4.138 6.544 6.544 1.017 0.632 F 0 139 84 6297 4222 6,544 6.544 1.039 r, F 0.645 i 0 2,12% 1.28% i NO NO 1 1 NOTES: (1J THE EXISTING PERSON -TRIP VOLUME 15 OBTAINED FROM TABLE 21.47. (21 YEAR 2009 BACKGROUND PERSON TRW VOLUME WAS DERIVED BY APPLYING THE APPROPIATE GROWTH RATE TO THE EXISTING PERSON TRIP VOLUME. THE GROWTH RATES ARE GSTAINE° FROM TABLE 21.D1. (31 COMMITTED DEVELOPMENT TOTALPERSON TRIP VOLUME IS OBTAINED FROM SABLE 21.09. (4) THE TOTAL FUTURE PEAK HOUR PERSON: TRIP CAPACITY 1S 08TAINED BY ADDING ALL MODES OF TRANSPORTATION (VEHICULAR. BUS. METROMOVER. AND METRORAIL), (5) THE PERSON TRIP 1OS IS PROVIDED CONSISTENT WITH THE %SOLOS MANUAL_ (SEE TABLE 21A8). (6) INCREMENT II PROJECT PERSON TRIPS ARE OBTAINED FROM TABLE 21A9. SOURCE*. KEITH AND S;HNARS, P.A. Page 7of7 NATRAI4PLANIPROJECTS12001t167161TABLES111 MATRIX.WK4 Appendix D .4 Intersection Capacity Analysis Worksheets • HCS+: Signalized Intersections Release 5.21 Analyst: DPA Agency: AmiDate: 06/29/2007 riod: Existing PM roject ID: Capital E/W St: Coral Way Inter.: Coral Way & S Miami Ave Area Type: All other areas Jurisd: City of Miami Peak Hour Year : 2007 at Brickell - #04271 N/S St: S Miami Ave No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R SIGNALIZED INTERSECTION SUMMARY Westbound Northbound Southbound L T R L T R L T R 0 2 0 LTR 107 430 50 12.0. 0 2 0 LTR 20 710 134 12.0 0 0 2 0 LTR 59 121 25 12.0 0 0 1 1 LT R 29 88 96 12.0 12.0 13 Duration 0.25 Phase Combination 1 EB Left A Thru A Right A Peds WB Left A Thru A Right A Peds NB Right Right en 33.0 ellow 4.0 All Red 1.0 Appr/ Lane Grp Lane Group Capacity Area Type: All other areas Signal Operations_ 2 3 4 NB Left Thru Right Peds SB Left Thru Right Peds EB Right WB Right 5 A A A A A A 17.0 4.0 1.0 Cycle Length: 60.0 Intersection Performance Summary Adj Sat Flow Rate (s) secs Ratios Lane Group Approach v/c g/C Delay LOS Delay LOS Eastbound LTR 1346 Westbound LTR 1785 Northbound LTR 834 Southbound LT R 2447 0.44 0.55 8.2 A 8.2 A 3246 0.48 0.55 8.5 A 8.5 A 2945 0.25 0.28 16.7 B 16.7 B 471 1664 0.25 449 1583 0.18 Intersection Delay = 10.2 0.28 16.9 B 16.7 B 0.28 16.5 B (sec/veh) Intersection LOS = B • Two -Way Stop Control Page l of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 St & S Miami Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year 2007 Analysis Time Period Existing PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 St North/South Street: S Miami Ave Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 1 131 19 22 123 10 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 1 131 19 22 123 10 Percent Heavy Vehicles 2 — — 2 — — Median Type Undivided RT Channelized 0 0 anes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 21 6 50 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 0 21 6 50 Percent Heavy Vehicles 0 0 0 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 Configuration LTR Delay, Queue Length, and Level of Service . pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR (veh/h) 1 22 77 C (m) (veh/h) 1452 1431 796 /c 0.00 0.02 0.10 95% queue length 0.00 0.05 0.32 Control Delay (s/veh) 7.5 7.6 10.0 LOS A A B • pproach Delay (s/veh) -- -- 10.0 pproach LOS — — B Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:23 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k875.tmp 7/6/2007 Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 St 8 1 Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26✓2007 Analysis Year 2007 Analysis Time Period Existing PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 St North/South Street: SW 1 Ave Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 0 21 0 0 147 0 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 21 0 0 147 0 Percent Heavy Vehicles 2 — -- 2 -- — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 9 19 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 0 9 0 19 Percent Heavy Vehicles 0 0 0 2 2 2 Percent Grade (°/a) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 onfiguration L R Delay, Queue Length, and Level of Service • pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR L R (veh/h) 0 0 9 19 C (m) (veh/h) 1435 1595 822 1056 lc 0.00 0.00 0.01 0.02 •5% queue length 0.00 0.00 0.03 0.05 Control Delay (s/veh) 7.5 7.3 9.4 8.5 LOS A A A A pproach Delay (s/veh) -- — 8.8 pproach LOS — — A IICopyright m 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:24 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k87E.tmp 7/6/2007 Two -Way Stop Control Page 1 of 1 • • • TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 Terr & S Miami Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year 2007 Analysis Time Period Existing PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 Terr North/South Street: S Miami Ave Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 1 118 132 6 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 1 118 0 0 132 6 Percent Heavy Vehicles 2 — — 2 — - Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 21 6 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 21 0 6 0 0 0 Percent Heavy Vehicles 0 0 0 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service •pproach Northbound Southbound Westbound Eastbound ovement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (veh/h) 1 27 C (m) (veh/h) 1446 771 /c 0.00 0.04 •5% queue length 0.00 0.11 Control Delay (s/veh) 7.5 9.8 LOS A A • pproach Delay (s/veh) — -- 9.8 • pproach LOS -- — A Copyright ©2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 7!612007 10:24 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k887.tmp 7/6/2007 Future without Project. HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: Coral Way & S Miami Ave Agency: Area Type: All other areas 1111 ate: 06/29/2007 Jurisd: City of Miami riod: Fut wo proj PM Peak Hour Year roject ID: Capital at Brickell - #04271 E/W St: Coral Way N/S St: S Miami Ave SIGNALIZED INTERSECTION SUMMARY No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R 0 2 0 DefL TR 308 779 51 12.0 12.0 0 Westbound L T R 0 2 0 LTR 20 959 581 12.0 0 Northbound L T R 0 2 0 LTR 60 182 61 12.0 0 Southbound L. T R 0 1 1 LT R 29 89 97 12.0 12.0 13 Duration 0.25 Area Type: All other areas _ Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right Right WB Right een 33.0 17.0 ellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.0 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 DefL 124 TR 1015 226 2.48 0.55 704.7 F 1846 0.82 0.55 16.4 B 202.7 F Westbound LTR 1733 3150 0.90 0.55 18.9 B 18.9 B Northbound LTR 851 3002 0.36 0.28 17.4 B 17.4 B Southbound LT 460 1622 0.26 0.28 16.9 B 16.7 B R 449 1583 0.19 0.28 16.5 B Intersection Delay = 83.9 (sec/veh) Intersection LOS = F • HCS+: Signalized Intersections Release 5.21 Analyst: DPA Agency: Date: riod: Fut wo proj roject ID: Capital E/W St: Coral Way Inter.: Coral Way / S Miami Ave Area Type: All other areas Jurisd: Miami, FL PM Peak Hr w IMP Year . at Brickell - #04271 N/S St: South Miami Avenue No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 2 0 DefL TR 308 779 51 12.0 12.0 0 0 2 0 LTR 20 959 581 12.0 0 0 2 0 LTR 60 182 61 12.0 0 Southbound L T R 0 1 1 LT R 29 89 97 12.0 12.0 10 Duration 0.25 Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right Right en �e llow All Red 1 A A A Area Type: All other areas Signal Operations 2 3 4 A A A A A A NB Left Thru Right Peds SB Left Thru Right Peds EB Right WB Right 5 A A A A' A A 7 10.0 29.0 8.0 3.0 4.0 4.0 0.0 1.0 1.0 Cycle Length: 60.0 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Flow Rate Grp Capacity (s) Lane Group Approach v/c g/C Delay LOS Delay LOS secs Eastbound DefL 419 TR 1291 Westbound LTR 1520 Northbound LTR 398 Southbound LT R 1770 0.77 0.73 23.7 C 1845 0.68 0.70 6.6 A 11.2 B 3144 1.08 0.48 63.6 E 63.6 E 2987 0.80 0.13 36.4 D 36.4 D 193 1444 0.65 211 1583 0.44 Intersection Delay = 40.2 0.13 32.0 C 29.2 C 0.13 25.4 C (sec/veh) Intersection LOS = D Two -Way Stop Control Page 1 of 1 • • TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 St & S Miami Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year Analysis Time Period Fut wo proj PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 St North/South Street: S Miami Ave Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 100 228 19 22 125 10 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 100 228 19 22 125 10 Percent Heavy Vehicles 2 — -- 2 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 21 39 51 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 0 21 39 51 Percent Heavy Vehicles 0 0 0 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 Configuration LTR Delay, Queue Length, and Level of Service • pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR (veh/h) 100 22 111 C (m) (veh/h) 1449 1319 503 lc 0.07 0.02 0.22 95% queue length 0.22 0.05 0.84 Control Delay (s/veh) 7.7 7.8 14.2 LOS A A B • pproach Delay (s/veh) -- -- 14.2 • pproach LOS — — B • Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:15 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k821.tmp 7/6/2007 Two -Way Stop Control Page 1 of 1 • • TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 St & 1 Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year Analysis Time Period Fut wo proj PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 St North/South Street: SW 1 Ave Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 0 21 0 0 275 0 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 21 0 0 275 0 Percent Heavy Vehicles 2 — — 2 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 128 19 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 0 128 0 19 Percent Heavy Vehicles 0 0 0 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Length, and Level of Service pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR L R (veh/h) 0 0 128 19 C (m) (veh/h) 1288 1595 695 1056 lc 0.00 0.00 0.18 0.02 95% queue length 0.00 0.00 0.67 0.05 Control Delay (s/veh) 7.8 7.3 11.3 8.5 LOS A A B A pproach Delay (s/veh) — — 11.0 pproach LOS — — B • Copyright O 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:15 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k82A.tmp 7/6/2007 Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information. Site Information Analyst DPA Intersection SW 14 Terr & S Miami Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year Analysis Time Period Fut wo proj PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 Terr North/South Street: S Miami Ave Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 • 4 5 6 L T R L T R olume (veh/h) 42 236 134 6 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 42 236 0 0 134 6 Percent Heavy Vehicles 2 — -- 2 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound ovement 7 8 9 10 11 12 L T R L T R olume (veh/h) 102 33 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 102 0 33 0 0 0 Percent Heavy Vehicles 0 0 0 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service •pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (veh/h) 42 135 C (m) (veh/h) 1443 609 c 0.03 0.22 95% queue length 0.09 0.84 Control Delay (s/veh) 7.6 12.6 LOS A B • pproach Delay (s/veh) -- -- 12.6 • pproach LOS — -- B Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:16 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k834.tmp 7/6/2007 Two -Way Stop Control Page 1 of 1 • • TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 Terr & 1 Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year Analysis Time Period Fut wo proj PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 Terr Intersection Orientation: North -South ehicle Volumes and Adjustments Major Street Movement 1 Northbound 2 North/South Street: SW 1 Ave Study Period (hrs): 0.25 3 4 Southbound 5 6 L T L T olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR vehlh) Percent Heavy Vehicles Median Type RT Channelized anes Configuration Upstream Signal Minor Street Movement 1.00 0 2 0 7 15 1.00 15 1 0 Eastbound 8 9 1.00 9 0 0 TR 9 Undivided 22 1.00 22 2 0 LT 10 267 1.00 267 1 0 Westbound 11 1.00 0 0 0 12 L L R olume (veh/h) Peak -Hour Factor, PHF Hourly Flow Rate, HFR (veh/h) Percent Heavy Vehicles Percent Grade (%) Flared Approach 1.00 0 0 1.00 0 0 0 1.00 0 0 6 1.00 6 2 1.00 0 2 0 5 1.00 5 2 Storage RT Channelized anes onfiguration 0 0 0 0 0 0 0 0 LR 0 0 Delay, Queue Length, and Level of Service pproach Movement Lane Configuration Northbound 1 Southbound 4 LT 7 Westbound 8 LR 9 10 Eastbound 11 12 (veh/h) C (m) (veh/h) /c 22 1591 0.01 11 792 0.01 5% queue length Control Delay (s/veh) LOS pproach Delay (s/veh) pproach LOS 0.04. 7.3 A 0.04 9.6 A 9.6 A Copyright ® 2005 University of Florida, AU Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:20 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k854.tmp 7/6/2007 : F,ut'ure with Project HCS+: Signalized Intersections Release 5.21 Analyst: DPA Agency: 4 Ft29/2 ri - od: Fut w proj PM Peak Hour roject ID: Capital at Brickell #04271 E/W St: Coral Way No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R Inter.: Coral Way & S Miami Ave Area Type: All other areas Jurisd: City of Miami Year N/S St: S Miami Ave SIGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R L T R 0 2 0 DefL TR 398 844 51 12.0 12.0 0 0 2 0 LTR 20 984 581 12.0 0 0 2 0 LTR 60 195 61 12.0 0 Southbound L T R 0 1 1 LT R 29 89 97 12.0 12.0 13 Duration 0.25 Phase Combination EB Left Thru Right Peds WB Left Thru Right Peds NB Right Right en ellow All Red 1 A A A A A A 33.0 4.0 1.0 Appr/ Lane Grp Lane Group Capacity Area Type: All other areas Signal Operations 2 3 4 NB Left Thru Right Peds SB Left Thru Right Peds EB Right WB Right 5 A A A A A A 17.0 4.0 1.0 Cycle Intersection Performance Summary Adj Sat Flow Rate (s) Ratios 6 Length: 60.0 8 secs Lane Group Approach v/c g/C Delay LOS Delay LOS Eastbound DefL 124 TR 1016 Westbound LTR 1732 Northbound LTR 855 Southbound LT R • 226 3.21 0.55 1029 F 1847 0.88 0.55 20.9 C 331.1 F 3149 0.92 0.55 20.3 C 3016 0.37 0.28 17.5 B 20.3 C 17.5 B 458 1617 0.26 0.28 16.9 B 16.7 B 449 1583 0.19 0.28 16.5 B Intersection Delay = 138.1 (sec/veh) Intersection LOS = F HCS+: Signalized Intersections Release 5.21 Analyst: DPA Inter.: Coral Way / S Miami Ave Agency: Area Type: All other areas ate: Jurisd: Miami, FL riod: Fut w proj PM Peak Hr w IMP Year . roject ID: Capital at Brickell - #04271 E/W St: Coral Way N/S St: South Miami Avenue No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound L T R L T R L T R L T R 0 2 0 DefL TR 398 644 51 12.0 12.0 0 0 2 0 LTR 20 984 581 12.0 0 0 2 0 LTR 60 195 61 12.0 0 0 1 1 LT R 29 89 97 12.0 12.0 10 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A A NB Left A Thru A A Thru A Right A A Right A Peds Peds WB Left A SB Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right liRight WB Right en 10.0 29.0 8.0 Yellow 3.0 4.0 4.0 All Red 0.0 1.0 1.0 Cycle Length: 60.0 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 DefL 419 TR 1293 1770 1.00 0.73 62.1 E 1847 0.73 0.70 7.6 A 24.4 C Westbound LTR 1519 3143 1.10 0.48 70.6 E 70.6 E Northbound LTR 400 3001 0.83 0.13 39.0 D 39.0 D Southbound LT 185 1391 0.68 0.13 34.2 C 30.4 C R 211 1583 0.44 0.13 25.4 C 1111 Intersection Delay = 47.7 (sec/veh) Intersection LOS = D Two -Way Stop Control Page 1 of 1 • • • TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 St & S Miami Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year Analysis Time Period Fut w prof PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 St North/South Street: S Miami Ave Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 109 241 19 22 125 10 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 109 241 19 22 125 10 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 21 56 51 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 0 21 56 51 Percent Heavy Vehicles 0 0 0 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 Configuration LTR Delay, Queue Length, and Level of Service • pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR (veh/h) 109 22 128 C (m) (veh/h) 1449 1304 461 lc 0.08 0.02 0.28 95% queue length 0,24 0.05 1.12 Control Delay (s/veh) 7.7 7.8 15.8 LOS A A C • pproach Delay (s/veh) -- — 15.8 • pproach LOS -- — C — Copyright O 2005 University of Florida. All Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:33 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k91E.tmp 7/6/2007 Two -Way Stop Control Page 1 of 1 • • TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 St & 1 Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year Analysis Time Period Fut w proj PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 St North/South Street: SW 1 Ave Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 0 0 0 0 367 0 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 0 0 367 0 Percent Heavy Vehicles 2 — -- 2 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 onfiguration . LTR LTR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 153 19 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 0 153 0 19 Percent Heavy Vehicles 0 0 0 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Length, and Level of Service • pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR L R (veh/h) 0 0 153 19 C (m) (veh/h) 1192 1623 633 1085 lc 0.00 0.00 0.24 0.02 95% queue length 0.00 0.00 0.94 0.05 Control Delay (s/veh) 8.0 7.2 12.5 8.4 LOS A A B A • pproach Delay (s/veh) — — 12.0 • pproach LOS — — B • Copyright O 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:34 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k928.tmp 7/6/2007 Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 Terr & S Miami Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year Analysis Time Period Fut w proj PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 Terr North/South Street: S Miami Ave Intersection Orientation: •North -South Study Period (hrs1 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 42 244 134 6 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h) 42 244 0 0 134 6 Percent Heavy Vehicles 2 — — 2 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 115 33 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 115 0 33 0 0 0 Percent Heavy Vehicles 0 0 0 2 2 2 'ercent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized _ 0 0 Lanes 0 0 0 0 0 0 onfiguration LR Delay, Queue Length, and Level of Service •pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (veh/h) 42 148 (m) (veh/h) 1443 597 /c 0.03 0.25 ' 5% queue length 0.09 0.97 Control Delay (s/veh) 7.6 13.0 LOS A B • pproach Delay (s/veh) -- -- 13.0 • pproach LOS — — B Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:34 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k932.tmp 7/6/2007 Two -Way Stop Control Page 1 of 1 • • • TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 14 Terr & 1 Ave Agency/Co. Jurisdiction City of Miami Date Performed 06/26/2007 Analysis Year Analysis Time Period Fut w prof PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: SW 14 Terr North/South Street: SW 1 Ave Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 65 9 35 331 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 65 9 35 331 0 Percent Heavy Vehicles 2 — -- 2 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 6 5 Peak -Hour Factor, PHF 1.00 1.00 _ 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 0 6 0 5 Percent Heavy Vehicles 0 0 0 2 2 2 Percent Grade (%) _ 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (veh/h) 35 11 C (m) (veh/h) 1526 680 lc 0.02 0.02 95% queue length 0.07 0.05 Control Delay (s/veh) 7.4 10.4 LOS A B pproach Delay (s/veh) — — 10.4 pproach LOS — -- B Copyright O 2005 University of Florida, All Rights Reserved HCS+iM Version 5.21 Generated: 7/6/2007 10:34 AM file:(/C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k93C.tmp 7/6/2007 Project Driveway Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DPA Intersection SW 1 Ave /Project Dwy Agency/Co. Jurisdiction Miami, FL Date Performed Analysis Year Analysis Time Period Fut w proj PM Peak Hour Project Description Capital at Brickell - #04271 East/West Street: Project Driveway North/South Street: SW 1 Avenue Intersection Orientation: North -South Study Period (hrs): 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume (veh/h) 20 58 109 403 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR vehlh) 0 20 58 109 403 0 Percent Heavy Vehicles 0 -- — 2 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume (veh/h) 90 168 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 0 0 0 90 0 168 Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 1 0 1 Configuration L R Delay, Queue Length, and Level of Service • pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT L R (veh/h) 109 90 168 C (m) (veh/h) 1520 392 1020 lc _ 0.07 0.23 0.16 •5% queue length 0.23 0.87 0.59 Control Delay (s/veh) 7.6 16.9 9.2 LOS A C A • pproach Delay (s/veh) -- -- 11.9 • pproach LOS -- — B Copyright C 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 7/6/2007 10:39 AM file://C:\Documents and Settings\ChristopherB\Local Settings\Temp\u2k94C.tmp 7/6/2007 • -vggg mmm r m m r m m NNN p m m Y22m A m m Z. - gggg D S C pZ [ Y mmm p y m y m r NNN D m m ZZYN D m r. - gggg � D s mmm a y r A m m NNN Z m m ma m m ggg !Total ISW 14 Torr I S Miami Ave ggg M.4 m mmm M m m NNN Mir r gM D y r± • Ogg mmm NNN g'ZZN p tt, m D m M m m p m m. -air fP ; 3 a Ogg mmm NNN YT 2l� Ogg m m m m r m m m m m r air a1r a�r7 O - 1 i D I. Capital at Brickell 0 o o o 000 000 O o 0 g 0 O 0 00. O g N 0 u 0 goo. 00,11 0E. O m+ $ m 0 0 000 O r o 0.2. 0 0,2 ... o N N 0± 'o O gVi T m m 5.0 a Y 0o OOO OHO 0p0 O O0 000 OWN J N 0y',-o V O00 O V O N 0� O O W �' O N 0m01..0 000 N 0,0 V NNN O O H N N NC§p 0 P o v V mNN � 0 0 o m m m NN V m 0 N T D 9C It! m o o ... 000 m O 0 N0 0 0 0 00. O N y O D O tf 0 0 0 0 0 n ... 000 N O O N 000 020 000 m o n o 0.0 0.0 o Y m 000 O N g ... ono y 9 i C �a miog o0o o§ ggo o0 0.0 Llg .g. • OO goN io o'0e H i,:, OOO o11O Oiio Evvi OON a,g m mm oIJEo 1m ,4mu _ 1,118 oy �9 R o a � Appendix E Committed Development Information • • • Capital at Brickell Commited Developments - TAZ 571 Name Location Information Units Sq Ft. Type of Permit Address Net Area Res / Condo Hotel Office Retail 1101 Brickell Avenue MUSP 1101 Brickell Avenue Downtown 650 0 269,000 30,007 Plaza on Brickell, The Phase II (Brickell Square I) DRI-Exempt 945 Brickell Avenue Downtown 1,000 0 0 41,100 Total 1,650 0 269,000 71,107 #04271- TAZ 571 Committed Developments.xls • • • Capital at Brickell 2010 Cardinal Distribution Direction TAZ 571 NNE 14.56% ENE 4.61% ESE 0.32% SSE 2.00% SSW 4.15% WSW 28.69% WNW 18.61% NNW 27.06% TOTAL 100.00% 45.67% 19.17% 32.84% 2.32% #04271 - TAZ 571 TAZ.xls . • • Capital at Brickell Commited Developments - TAZ 572 Name Location Information Units Sq Ft. Type of Permit Address Description Net Area Res I Condo Hotel Office Retail 1080 Brickell MUSP 1080 Brickell Avenue Muted use: Ftesidentiai s Uttice (using FAR and parking from adjacent office building at 1110 Brickell) Actual physical location of 1080 Brickell is at NE comer of Brickell Plaza and SE 12 St Downtown 315 0 313,383 1,250 Total 315 0 313,383 1,250 #07136 - TAZ 572 Committed Deveiopments.xls • • Capital at Brickell 2010 Cardinal Distribution Direction TAZ 572 NNE 17.20% ENE 4.46% ESE 2.78% SSE 2.35% SSW 4.17% WSW 27.87% WNW 17.48% NNW 23.69% TOTAL 100.00% 41.17% 21.66% 32.04% 5.13% #04271 - TAZ 572 TAZ.xls • • Capital at Brickell Commited Developments - TAZ 573 • Name Location Information Units Sq Ft. Type of Permit Address Description Net Area Res / Condo Hotel Office Retail Axis Condominium (Brickell Station Towers) MUSP 1111 SW 1 Avenue Mixed Use: Residential & Retail (2 buildings) Downtown 718 0 0 17,692 The Beacon at Brickell Village MUSP 30 SE 8 St & 830 SE 1 Ave Residential project with accessory recreational uses Downtown 228 0 0 0 Premiere Towers Brickell Village MUSP 28-59 SW 9 St Mixed Use: Residential, Retail & Office Downtown 560 0 46,000 20,266 Mary Brickell Village & Skyline at Mary Brickell V MUSP 900 S Miami Ave Mixed Use: Retail, Restaurant & Hotel Downtown 382 288 0 229,380 Brickell Flatiron Building MUSP 1001-1121 S Miami Ave Mixed Use: Residential, Retail & Office with Metromover running through building Downtown 554 0 254,043 47,229 The Pointe at Brickell Village MUSP 1100 S Miami Ave Mixed Use: Residential & Retail Downtown 330 0 41,553 13,659 Total 2,772 288 341,596 328,226 #07136 - TAZ 573 Committed Developments.xls • • • Capital at Brickell 2010 Cardinal Distribution Direction TAZ 573 NNE 19.34% ENE 6.63% ESE 4.13% SSE 1.72% SSW 4.76% WSW 25.04% WNW 17.63% NNW 20.75% TOTAL 100.00% 38.38% 25.97% 29.80% 5.85% #04271-TAZ 573 TAZ.xIs • Capital at Brickell Commited Developments - TAZ 574 Name Location Information Units Sq Ft. Type of Permit I Address Net Area Res / Condo. Hotel Office Retail Brickell View Terrace MUSP 936-40 SW 1 Ave Downtown 119 0 0 400 Coral Station at Brickell Way Village MUSP 1420 SW 1 Ct Downtown 481 0 0 40,606 West Brickell Centre MUSP 267 SW 11 St Downtown 192 0 0 2,780 Total 792 0 0 43,786 • • Capital at Brickell 2010 Cardinal Distribution Direction TAZ 574 NNE 20.86% ENE 12.76% ESE 2.96% SSE 1.77% SSW 5.33% WSW 21.32% WNW 15.37% NNW 19.62% TOTAL 99.99% 34.99% 33.62% 26.65% 4.73% #04271-TAZ 574 TAZ.xls • • Capital at Brickell Commited Developments - TAZ 579 Name Location Information Units Sq Ft. Type of Permit Address Net Area Res / Condo Hotel Office Retail Infinity at Brickell (Coral Way Development) MUSP 34, 40, 60 SW 13 St Downtown 459 0 61,540 6,727 South Miami Avenue Condominium (Infinity 2) MUSP 1300-1340 S Miami Ave Downtown 589 0 0 11,568 Total 1,048 0 61,540 18,295 • • • Capital at Brickell 2010 Cardinal Distribution Direction TAZ 579 NNE 20.49% ENE 7.09% ESE 0.67% SSE 1.02% SSW 3.45% WSW 26.91% WNW 18.80% NNW 21.58% TOTAL 100.01 % 40.38% 27.58% 30.36% 1.69% #04271-TAZ 579 TAZ.xls • Capital at Brickell Commited Developments - TAZ 580 • Name Location Information Units Sq Ft. Type of Permit I Address Net Area Res / Condo Hotel Office Retail 1390 Brickell Bay MUSP 1390 Brickell Bay Downtown 364 0 0 21,388 Villa Magna MUSP 1201 Brickell Bay Dr Downtown 787 309 0 32,950 Total 1,151 0 0 54,338 • • • Capital at Brickell 2010 Cardinal Distribution Direction TAZ 580 NNE 13.60% ENE 3.38% ESE 0.37% SSE 0.95% SSW 3.68% WSW 28.73% WNW 19.96% NNW 29.33% TOTAL 100.00% 49.29% 16.98% 32.41 % 1.32% #04271-TAZ 580 TAZ.xls • • • Biscayne Park Commited Developments - TAZ 581 Name Location Information Units Sq Ft. Type of Permit Address Description Net Area Res / Condo Hotel Office Retail The Avenue MUSP 1060 Brickell Avenue Mixed Use: residential development in two phases with accessory& commercial Downtown 572 0 0 25,000 Total #REF! #REF! #REF! #REFI 407136 - TAZ 581 Committed Developments.xls • • • Capital at Brickell 2010 Cardinal Distribution Direction TAZ 581 NNE 18.23% ENE 3.54% ESE 0.57% SSE 1.11% SSW 1.92% WSW 27.05% WNW 19.39% NNW 28.19% TOTAL 100.00% 47.58% 21.77% 28.97% 1.68% #04271 - TAZ 581 TAZ.xls Appendix F Traffic Control Measures Plan • • • Capital at Brickell TRAFFIC CONTROL MEASURES PLAN The project's design and location will reduce the project vehicular traffic volumes as follows: • The project is a proposed mixed use development which includes residential, retail and an office component. 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.