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HomeMy WebLinkAboutTraffic Impact Analysis - Part I04/13/2805 15:03 3054444986 DAVID PLUMMERANDASSO PAGE 83 • • March 14, 2005 Ms, Lille 1. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City Manager/Transportation 414 SW 2 ' Avenue (10" Floor) Miami, Florida 33130 Rer: CABI SMA (WO * 101) SuffriclrrCy Latter Iliglaa and 1,, Matil Dear Ms. Medina: Subsequent to our February 25, 2005 review comments n iforalibied, ub Plu mmer nd As we have received a response letter dated March 14'1' 2005, prepared by David Inc. (DPA). Photocopy of the reep©nse letter is attached herewith. At thls time, we conclude that the talk: report along with the subsequent submittal meet all the traffic requirernents and the report Is found to be sufficient. Should you have any questions, please call Quazi Masood or me at 954.739,1581. Attachment rr: Mr. Kevin W*tbrti. Planner I, City of Miami (Few 305.410.1413) M. Some Shreltter8ogart, C1PA, (Pax 305,444.4905) ur$ Carporrnon Lek eduat COMM'S darld NW 3 rd Menus, sums 1b4 Fart Lauderdale. FL 338tosel75 Tee 9114,7%-i Mee s154.f31.17St • Cabi SMA Major Use Special Permit Traffic Impact Study • Prepared by: David Plummer & Associates, Inc. 1750 Ponce de Leon Boulevard Coral Gables, Florida 33134 April 2005 DPA Project #04271 • • • • Cabi S f4 AIUSP 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 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic 4.2 Committed Developments 4.3 Project Traffic 4.3.1 Project Trip Generation 4.3.2 Project Trip Assignment Future Corridor Capacity Analysis Future Intersection Capacity Analysis Site Access 4.4 4.5 4.6 12 13 13 13 13 13 16 20 20 25 5.0 CONCLUSIONS 26 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Approved Transportation Methodology & Site Plan Traffic Counts, FDOT Adjustment Factors & Signal Timing FDOT's Quality/LOS Handbook — Generalized Tables Downtown Miami DRI Increment II Transit Ridership Intersection Capacity Analysis Worksheets Committed Development Information Traffic Control Plan Page • • Cab SMA MUSP Traffic Impact Study LIST OF EXHIBITS Exhibit Page 1 Location Map 3 2 2005 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 2005 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 it Cabi SMA ri1USP Traffic Impact Study • • • EXECUTIVE SUMMARY The Cabi SMA project is a proposed mixed use development located on the southwest corner of South Miami Avenue and SW 14 Street in Miami, Florida (see Exhibit 1). The project consists of 832 residential dwelling units, 108, 543 SF of office space and 47, 853 SF of retail. 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 2009. 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 Cabr S'vfA ,t1CiSP Tragic fm pact Study • • • 1.0 INTRODUCTION The Cabi SMA project is a proposed mixed use development located on the southwest corner of South Miami Avenue and SW 14 Street in Miami, Florida (see Exhibit 1). The project consists of 832 residential dwelling units, 108, 543 SF of office space and 47, 853 SF of retail. 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 2009. 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 F 1 AGLER • 5T NW / .S N Lj SE 2 .5T SE 5 ST iSE 4 5T PROJECT SITE BRICKELL KEY J N.T.S. • PRO)ECi: CABI SMA MUSP TRAFFIC IMPACT STUDY TITLE: EXHIBIT No. LOCATION MAP 1 Page 3 Cahi SMA A4US? 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. 2.7 ,'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 Cab; SAM MUST' 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 2005 PM peak season, peak hour traffic volumes at the study intersections. 2.1.3 Intersection Data A field survey was conducted to determine the lane configurations for the roadways and intersections under study. Existing signal timing data was obtained from Miami -Dade County for the analyzed intersection. Signal information is included in Appendix B. This information provided the signal phasing and timing used in the intersection capacity analysis. Exhibit 3 shows the existing lane configurations for the intersections and roadways studied. Page S SW 8 ST dPa PIZO1FG CABI SMA MUSP TRAFFIC IMPACT STUDY TIRE: 2005 EXISTING PM PEAK HOUR TRAFFIC VOLUMES EXHIB 2 Page 6 • • PROJECT: CABI SMA MUSP TRAFFIC IMPACT STUDY TITLE: EXISTING LANE CONFIGURATION EXHI$IT No. 3 } Page 7 CFhi 5AA„4 MUST Treic 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 Roadway Conditions {vehicles) Transit Conditions (persons) Total Total Total Total Corridor Count Raw PM Peak PM Dir Max Bus Bus Metrorail Metrorail Metromover Metromover Transit Transit From To Existing Source! Peak Hour Season Peak Hour Service Ridership Capacity Ridership Capacity Ridership Capacity Ridership Capacity Dir Lanes Period Volume Factor Volume Volume [1] [21 [2] [2] (2] [2] (2] (2] [2] Miami Avenue SE 8 St. SW 12 St. NB 2L DPA - PM 372 1.01 376 1990 187 780 553 2925 164 960 904 4665 SW 12 St. SW 13 St. NB 2L DPA - PM 387 1.02 395 1990 187 780 553 2925 164 960 904 4665 SW 13 St. SW 15 Rd, NB 1LU DPA - PM 271 1.02 276 780 0 0 0 0 82 960 82 960 SB 1LU 204 1.02 208 780 0 0 0 0 93 960 93 960 Coral Way Brickell Ave. S. Miami Ave. EB 21.. DPA - PM 401 1.02 409 1580 96 260 0 0 0 0 96 260 WB 2L 708 1.02 722 1580 271 520 0 0 0 0 271 520 S. Miami Ave. SW 1 Ave. EB 2L DPA - PM 563 1.02 574 1580 96 260 0 0 0 0 96 260 WB 2L 758 1.02 773 1580 84 260 0 0 0 0 84 260 SW 1 Ave. SW 15 Rd. EB 2L DPA- PM 480 1.02 490 1580 0 0 0 0 0 0 0 0 r WB 2L 1234 1.02 1258 1580 92 260 0 0 0 0 92 260 Notes! .. [1] Peak Hour Directional Max'mum 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) b Calm SM4 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 2005 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)-(g) (I) Segment Pers-Trip Capacity (b)+(f) (1) Segment Pers-Trip Volume (d)+(g) (k) Pers-Trip Excess Capacity (i)-(f) (l) Segment Person Trip vic (1)1(i) LOS Miami 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. N8 NB NB SB EB WB EB WB EB W8 [11 1990 1990 780 780 1580 1580 1580 1580 1580 1580 [21 3184 3184 1248 1248 2528 2528 2528 2528 2528 2528 [31 376 395 276 208 409 722 574 773 490 1258 (4) 526 563 386 291 573 1010 804 1082 685 1761 2658 2631 862 957 1955 1518 1724 1446 1843 767 (5) 4665 4665 960 960 260 520 260 260 0 260 i61 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 1430 1457 468 384 669 1281 900 1166 685 1853 6419 6392 1740 1824 2119 1767 1888 1622 1843 935 0.18 0.19 0.21 0.17 0.24 0.42 0.32 0.42 0.27 0.66 In C C C C C D C D C Q Notes: [11 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. [51 The Total Transit Person -Trip Capacity is obtained by adding bus, metrorail and metromover capacities (see Exhibit 4). [61 The Total Transit Person -Trip Volume is obtained by adding bus and metromover volumes (see Exhibit 4). [71 The Person Trip LOS is provided consistent with the FQOT's Quality/Level of Service Handbook (see Appendix C). MU P Tragic Impact Study • • • 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2005 Miami -Dade County Transportation Improvement Program (TIP) and the 2025 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 Cabo Sri4A A(USP Traffic Impact Study • • • 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic Consistent with other traffic studies performed in the area, a conservative two (2) percent growth factor was added 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 city staff, City of Miami Planning and Zoning Department Report on Private Development From 1996 to Present (Updated through January 2005). These projects are approved and are either under construction or about to break ground. Other projects are approved by City Commission but with no building permits, or in the application stage. The projects in the vicinity of Cabi SMA are shown in Exhibit 7. These projects size and trip generation are included in Appendix E. Traffic generated by these developments was distributed using the Cardinal Distribution from the appropriate TAZ. For estimating trip distribution from committed projects, consideration was given to conditions such as the roadway network, roadway available to travel in the desired direction and attractiveness of traveling on a specific roadway. This information and a matrix showing segment volumes from the committed developments are also included in Appendix E. Future traffic volumes were projected for the build -out year 2009. 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 • • SW 7 ST SW 8 ST SW 9 S .SW 10 ST SW /2 ST SW 13 ST 5W /4 ST SW 11 ST SE 2 ST SE 3 ST N.T.S. j BRICKELL KEY LEGEND 1 -1060 BRICKELL 2 THE BEACON BRICKELL VILLAGE 3 - BRICKELL COMMONS 4 - PREMIERE TOWERS BRICKELL VILLAGE 5 -VILLA MAGNA 6 - CORAL STATION 7 - EMERALD AT BRICKELL 8 - INFINITY AT BRICKELL 9 - JADE AT BRICKELL BAY 10 - MARY BRICKELL VILLAGE 11 - PARK PLACE AT BRICKELL 12 - BRICKELLE BAY TOWER 13 - THE CLUB AT BRICKELL BAY 14 - THE PLAZA AT BRICKELL 15 - THE SAIL dPa PROJECT: CABI-SMA MUSP TRAFFIC IMPACT STUDY TR U: COMMJTED DEVELOPMENTS EXHIBIT No. 7 } Page 14 • • SW 8 ST SW 9 ST SW10ST w SW12ST SW 13 ST w SW 11 ST S. MIAMI AV 141 j — 1$ N SW14ST 0 CO m 4 is r_ 2 S 257_, $ea 71r- 27 175 f — 131 i , 27 52 m a4a) SE 1S S8 14 sr IS. 12 sr r PROJECT: CABI SMA MUSP TRAFFIC IMPACT STUDY TITLE: FUTURE WITHOUT PROJECT PM PEAK TRAFFIC VOLUMES Page 15 Cabi SY1A WISP Traffic hnpact 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, Trip credits for the former land uses were not taken in this analysis. 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 • • 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 Proposed - General Office Proposed - Specialty Retail Existing - Apartments (4) 832 DU 108,543 SF 47,853 SF 22 DU 232 710 814 220 62% 17% 44% 16% 185 27 57 -19 _ 38% 83% 56% 84% 113 135 73 -10 298 162 130 -29 GROSS VEHICLE TRIPS 1 45% 250 I 55% 311 [ 561 internalization 7% Pass -by (retail) (1) -18 -23 -22 -29 -39 -52 SUBTOTAL VEHICLE TRIPS 45% 210 55% 260 470 Vehicle Occupancy Adjustment @ 16% of Gross External Trips Transit Trip Reduction @ 14.10% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 15.00% of Gross External Trips (1) (2) (3) 45% 45% 45% 34 30 31 55% 55% 55% 42 37 39 75 66 70 NET EXTERNAL VEHICLE TRIPS 45% 115 55% 143 , 258 [ 1 Net External Person Trips in Vehicles t 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle Net External Person Trips (vehicles and transit modes) 45% 45% 45% 161 41 203 55% 55% 55% 200 51 251 361 93 454 [ 1 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle L 45% 44 55% 1 55 1 99 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. Cabi SMA 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 • • PROJECT: • CABI SMA TITLE: PROJECT TRIP ASSIGNMENT EXHIBIT No. Page 19 Cahi Sd1A P 1? 'SP 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 2009 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 deteiinined future level of service. The future person -trip volume and capacity matrix is shown in Exhibit 12. All corridors analyzed are projected to operate within the established LOS E threshold. 4.5 Future Intersection Capacity Analysis Background growth and committed development trips were combined with the adjusted 2005 existing traffic to get the total year 2009 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 Dr (a) Existing Pers-Trip Volumes (b) Yr 2009 Pers-Trip 4 2% (c) Committed Development Pers-Trip (d) 2009 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) (j) Future Pers-Trip Capacity (k) Future with Proj Pers-Trip v/c (d)I(f) LOS vlc (i)/U) LOS El] [2] i31 [41 [5] [6) 14] [5] Miami Avenue SE 8 St. SW 12 St. NB 1430 1548 1215 2763 1452 9301 0.30 C 88 2851 9301 0.31 C SW 12 St. SW 13 St. NB 1457 1577 601 2178 1452 9301 0.23 C 88 2266 9301 0.24 C SW 13 St. SW 15 Rd. NB 468 507 382 889 0 2208 0.40 0 10 899 2208 0.41 D SB 384 415 63 478 0 2208 0.22 C 13 491 2208 0.22 C Coral Way Brickell Ave. S. Miami Ave. EB 669 724 227 951 -52 2736 0.35 C 63 1013 2736 0.37 C WB 1281 1387 164 1551 472 3520 0.44 0 30 1581 3520 0.45 D S. Miami Ave. SW 1 Ave. EB 900 974 473 1447 -52 2736 0.53 D 151 1598 2736 0.58 D WB 1166 1263 164 1427 -52 2736 0.52 D 30 1457 2736 0.53 D SW 1 Ave. SW 15 Rd. EB 685 742 504 1246 0 2528 0.49 D 10 1256 2528 0.50 D WB 1853 2006 383 2389 -52 2736 0.87 R 13 2402 2736 0.88 D Notes: [1] The Existing Person Trip Volume is obtained from Exhibit 5, column (j) [2] Year 2006 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 DRI Increment II [4] The Total Future Peak Hour Person Trip Capacity is obtained by adding all modes of transportation (Exhibit 5, column (i)) and the projected transit capacity (Exhibit 12, column e) [5] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C) (6] Project Person Trip Volumes are derived from Trip Generation Analysis • • PROJECT: CABI SMA MUSP TRAFFIC IMPACT STUDY nnL: PM PEAK PROJECT TRAFFIC VOLUMES EXHIBIT No. 13 Page 22 SW 8 ST SW 9 ST SW 10 ST to 0 SW 12 ST SW 13 ST SW14ST -1s 2 s C) 1) CO SW11 ST co SEr. 564 rem` SE13sr 27 f f 1 I 775 149 38 52 I,,� sE14sr 49 23 �1 t 7,.... 93 54 r dPa PROJECT; CABI SMA MUSP TRAFFIC IMPACT STUDY TTRE: FUTURE WITH PROJECT PM PEAK TRAFFIC VOLUMES E»IIBi! No. 4 Page 23 Cabi erg A1LFSP 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 - A SW 14 Terrace / South Miami Avenue U B - B SW 14 Street / SW 1 Avenue U B - C SW 14 Street / South Miami Avenue U C - C Coral Way / South Miami Avenue S C B C U= unsignalized S= signalized Note: LOS for unsignalized intersection is based on the delay of the stop controlled movements. Source: DPA Page 24 Cab JvIUSF' 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 Cabi SMA MUST.' Traffic Impact Study • • 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of Cabi SMA was performed in accordance with the approved methodology submitted to the city. Analysis of future (2009) traffic conditions with the project during the PM peak hour shows that the City of Miami's adopted Level of Service standards will not be exceeded. Adequate capacity during the PM peak hour is available to accommodate the proposed project trips within the study area at the intersections and on the transportation corridors segments analyzed. A traffic control measures plan has been developed for this project. The plan is included in Appendix F. musp report_April.doc 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. Quazi Masood URS Corporation Sonia Shreffler-Bogart, PE CABI Brickell Property - #04271 i. 4iector Torres (305) 466-1877; file Fax #: Phone #: Date: Pages: (954) 739-1789 (954) 739-1881 January 18, 2005 4 page(s), including cover Quazi: 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. 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, 1-95 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) • (segments deleted) 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447.0900, FAX 305 444-4986 E-MAIL: dpaedplummer.com dPa • • 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, FOOT 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 (1TE) Trip Generation rates or formulas. • Reduce gross vehicular trips by a vehicle occupancy adjustment based upon the use of the 1'i'r, trip rates (City of Miami's 1.4 vs. TTE'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 provided by the city that fall within the established study area, as shown on Attachment 2. Committed development trips will also be converted to person -trips based on the methodology described above. • Highway Capacity Software (HCS) based on the 2000 Highway Capacity Manual (HCM) will be used for existing and future intersection capacity analysis. Project and committed development net external vehicle trips (adjusted for transit, pedestrian and occupancy as described above) will be used for the intersection 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. 411praffic_meil_fax rev.doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX 305 444-4988 E-MAIL: dpacdplummer.com dP� rrrrrr rrrrrrrrr rrrrrrr rrrrrrrr rrrrrrrrr rrrrrrrrrrr FFF FFFFFF rrrrrrrrr rrFF�rrrr rr rr r rrPrriF Frr rrrrrr rrrrrrr rrrrrrrr rrrrrrrrrrr rrrrrrrr rrrrrrr rrrr rrrirrrrr r rrrrrrrrrrr rrrrrrrr rrrrrrr rr rrr-rr"rr FrarrrrrrrrrrrFrrrrrrrrrrrrrr-rr rrrrrr-rrrrrrirr' rrrr-rr rrrrrrrrcrr1rr rrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrr-rrr r rr r rrrrrrr rrrrrrrrrrrrrrri-rr rrrrrrrrrrrrr rrrrrrrr rrrrrrrrrr rrrrrrrrrFIirrF rrrrrrrrrrr rrrrrr rrr rrrrrr rr� rrrr rrCPrr rrrr r rr rrrrrrrrrrrr rrrrrrrrrrrrrrrrr rry-r Frrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrr rrrr rrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrr rirrrrrrrrrrrrrrrrrrrrrrrrrr = rrrr rrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrr r rrrrr - rrrrrrrrrrrrrrrrrrrrrrrrrrr� rr rrrrrr r - rrrrrrrrrrrrrrrrrrrrrrrrrrrrr rr r rrrrrrrr r - rr rrrrrr rrrrrrr rrrrrrrrrrrrrr rrrrrrrrrrr r rrrrrrrr rrrrrr rrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrr rrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrr rrrrrrrrrrr rrrrr rrrrPIPr r rrrrrrr rrrrrrrrrr rrrrrrrrr rrrrrrrr rr rrrrrrrrr r r rrrrrrrrrr r -� rrrrrrrrrr rrrrr rrrrrrrrrr rrrrrrrrrrrrrrrrr rr rrrrrrrrrrrr r rr rrrrrrrrrrrrrrrrrrrsrr rrrrrrrrrrrrrrarrrr rrrrrr rrrrrrrrr rrrrrrrrrrrrrrr rrrrrrrrrrrr rr rrrrrrrrrrr rrr rrrr rrrr r N.T.S. SE 4 ST PROTECT: CABI-SMA MUSP TRAFFIC IMPACT STUDY 1111E; LEGEND 1 - 1060 BRICKELL 2 - THE BEACON BRICKELL VILLAGE 3 - BRICKELL COMMONS 4 - PREMIERE TOWERS BRICKELL VILLAGE 5 - VILLA MAGNA B - CORAL STATION 7 - EMERALD AT BRICKELL 8 - INFINITY AT BRICKELL 9 - JADE AT BRICKELL BAY 10 - MARY BRICKELL VILLAGE 11- PARK PLACE AT BRICKELL 12 - BRICKELLE BAY TOWER 13 - THE CLUB AT BRICKELL BAY 14 - THE PLAZA AT BRICKELL 15 - THE SAIL COMMITED DEVELOPMENTS EXHIBIT No. 2 • • • Appendix B Traffic Counts, FDOT Adjustment Factor & Signal Timings • Raw Traffic Counts • CORAL WAY i SOUTH MIAMi AVESU8 MIAMI, FLORIDA COUNTED BY: XIII MALOBE SIGNALISED • SOUTH MIAII AVEYUE From Barth Pede Right Thru Date 09/28/04 16:00 16:15 16:30 36:45 Br Total 17:00 17:15 17:30 ;7:45 Er Total 0 3 2 0 5 3 2 0 0 5 23 12 26 28 89 55 38 42 27 162 18 14 23 21 76 41 27 22 27 117 Left TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX {561) 272-4381 ALL VEHICLES i PEDS CORAL EAT From East Pede Right Thru Left SQUIB MIAMI AVBBUI Prom South Pede Right Thru Left Site Code : 00040205 Start Date: 09/20/04 File I.D. : CORAMIAM Page : 1 CORAL NAY From Beat Pede Right Torn Left Vehicle Total 0 4 3 5 12 8 2 7 2 19 1 0 0 0 1 30 28 29 27 114 3 35 0 33 0 28 0 33 3 129 126 109 155 149 539 20.9 205 202 190 806 5 4 4 4 17 5 5 3 4 17 4 0 3 3 1 0 2 6 12 6 4 9 31 11 9 13 10 43 30 36 27 37 130 Si 49 49 30 184 11 10. 6 18 45 18 21 .20 16 75 0 17 3 5 2 13 1 17 6 52 0 11 2 2.1 0 17 2 14 4 63 89 74 87 92 342 92 101 100 114 407 17 17 19 31 84 27 41 22 36 126 378 319 396 4.8 1531 568 552 525 503 2148 *TOTAL* 10 251 193 311 • • 243 1345 34 f 14 74 314 120 1 10 115 749 210 I 3679 CORAL III it SOUTH MIAMI AVENUE NIANI, FLORIDA COUNTED BY: NILE NALONE SALIZRD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VESICLES PEDS Site Code : 00040205 Start Date: 09/28/04 File I.D. : CORANIAN Page : 2 SOUTH NIAMI AYB%UE From North Peds Right Thru Left Date 09/28/04 10 10 CORAL WAY 120 1,345 251 1,716 1111210 210 749 CORAL MAY From East Peds Right Thru Left SOUTH MIAMI AYENDI Prom South Peds Right Thru Left CORAL NAY From Nest Peds Right Thru Left Vehicle Total 251 251 SOUTH MIAMI AVENUE 193 193 31 31 475 749 1,074 115 10 • 115 10 J 2,790 1,242 210 314 243 767 ALL VEHICLES & PEDS 2,476 Intersection Total 3,679 34 193 115 342 850 120 120 4 4 243 243 1,622 1,345 508 • 314 SOUTH MIAMI AVENUE 314 74 74 • 1,345 34 34 854 CORAL WAY • 14 14 31 749 74 CORAL VAT & SOUTH MIAMI AMIDE mac, FLORIDA COUNTED III: XIIE NALOIE •ISSD TRAFFIC SURVEY SPECIALISTS, INC, 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAB (561) 272-4381 ALL VEHICLES 6 PEDS Site Code 00040205 Start Date: 09/20404 File I.D. : CORAMIAN Page : 3 SOUTH MAXI ATBIt1 Froi.iorth Peds Right Thru Date 09/28/04 Peak Hour Analysis By Entire Peak start 17:00 Volute 162 Percent - 541 Pk total 298 Highest 17:00 Volute - 55 41 Bi total 104 PEP .72 CORAL WAY 75 806 1,043 162 126 126 407 117 19 391 61 8 Left CORAL NAY From Bast Peds Right Thru Left SOUTH MIAMI AVENUE Fro. South Peds Right Thru Left CORAL VAT Fro' Vest Peds ;tight Thru Left Vehicle Total Intersection for the Period: 16:00 to 18:00 on 09/28/04 17:00 17:00 • 129 806 17 - 43 184 14# 80 21 14# 611 952 17:00 249 .96 162 162 35 209 5 302 17:00 85 .89 SOUTH MIAMI AVENUE 117 117 298 19 19 407 596 63 18111.1 4 63 4 1,639 737 11 56 126 184 129 439 ALL VEHICLES & PEDS 1,42 Intersection Total 2,148 17 117 63 197 499 • 75 75 75 251 18 17:00 - 63 - 11# 596 17:45 • 14 164 .91 3 407 126 68# 21# 114 36 3 • 129 129 952 806 302------7 • 184 SOUTH MIAMI AVENUE 184 43 43 806 17 17 469 CORAL WAY 6 6 19 407 43 SIP i4TH STREET i SR 1ST AVENUE RIAl4I, FLORIDA COUNTED BT: LUIS PALOMINO ROT SIGRALIEED, WE STOP • SI 1ST AVENUE From forth Peds Thru Left Date 09/28/04 16:00 2 16:15 0 16:30 2 16:15 3_ Br Total 7 17:00 0 17:15 3 17:30 1 17:45 0 Er Total 4 27 33 49 34 163 80 100 97 92 369 0 0 0 0 0 0 0 0 0 0 SI 14TE STREET From East TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 {561) 272.3155 FAI (5611 172-4381 Peds Right Left ALL VEHICLES i PEDS SE 1ST HMI Froe South Peds light Thru Vehicle Other Total Total Site Code : 00040205 Start Date: 09/28/04 File I.D. : 14ST1AVE Page ; 1 0 2 1 1 4 1 0 1 0 2 10 8 3 6 27 7 5 5 2 19 2 1 1 1 5 0 3 1 2 6 0 0 0 1 i 0 .0 1 0 1 0 5 0 4 0 8 0 6 0 23 0 0 0 0 12 7 9 7 35 44 46 61 67 218 2 2 3 5 12 99 1 115 3 112 3. 103 0 429 7 *TOTAL* 11 532 0 • 6 46 111 2 0 58 I 647 19 SII 14TH STREET & SW 1ST AVENUE iIIANI, FLORIDA COED BY: LOIS PALOMINO SIGNALISED, Ns STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES i PBS Site Code : 00040205 Start Date: 09/28/04 File I.U. : 14ST1AVE Page : 2 SI 1ST IVIES Iron North Peds Thru Lef Date 09/21/04 • • SW 14TH STREET Eros East Peds Right Left SII 1ST AVM Fro. South Peds Right Thru Vehicle Other Total Total 11'. 11 0 SW 1ST AVENUE 532 532 532 0 0 636 0 58 46 104 • ALL VEHICLES & PEDS Intersection Total 647 11 532 0 543 601 0 SW 1ST AVENUE 5 57 58 58 58 • 6 6 46 46 0 11 11 0 SW 14TH STREET 0 • 2 2 0 0 0 SN 14TH STREET SW 1ST AVENUE il1ANI, FLORIDA COU1TED 81: LUIS PALOMINO NOT SIGNALIZED, RE STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561} 272-4381 1111 ALL VEHICLES & PEDS SN 1ST AVENUE Pros North Peds Thru Left Date 09/28/04 Peak Hour Analysis By Entire Peak start 17:00 Volute - 369 0 Percent - 1001 01 Pk total 369 Highest 17:15 Volute 100 0 Hi total I00 PHI .92 • • SN 14TH STREET Pros Bast Peds Right Left SN 1ST AVENUE Frost South Peds light Thru Vehicle Other Total Total Site Code : 00040205 Start Date: 09/28/04 File I.D. 14STIAVE Page : 3 ntereection for the Period: 16:00 to 18:00 on 09/28/04 17:00 17:00 19 6 0 35 761 241 01 1001 4 25 17:15 5 3 8 .78 0 35 17:00 12 12 .73 SW 1ST AVENUE 369 369 369 0 0 423 0 35 19 54 • ALL VEHICLES & PEDS Intersection Total 429 6 369 0 375 410 0 SW 1ST AVENUE 2 25 35 • 35 35 0 0 2 2 dimmommiliommimmi 19 19 0 6 0 SW 14TH STREET 1 0 0 0 SN 14TE STREET 4 SOUTH NMI AVENUE 0IA0I, PLDPIDA COUNTED BY: PPAII SIPCHEE SIGBALIEED, NB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GAPDINIA TERRACE DELRAT BEACH, FLORIDA 33444 (561) 272-3255 FAR (561) 272-4381 ALL VEHICLES ai PEDS Site Code : 00040205 Start Date: 09/28/04 File T.D. : 14STNIAM Page : 1 SOUTH MIAHI AYEIIUE Eros forth Peds Right Thru Left Date 09/28/04 16:00 0 1 33 9 16:15 1 0 15 3 16:30 4 0 29 5 16:45 2 3 33 8 Er Total 7 4 110 25 17:00 0 1 54 17:15 0 1 49 17:30 0 1 38 17:45 0 0 44 Er Total 0 3 185 I 2 2 3 8 SN 14TE STREET Fran East Peds Right Thru Left SOUTH 0IAAI AVENUE From South Peds Right Thru Left 5N 14TH STREET From Rest Peds Right Thru Left Vehicle Total 1 0 2 4 7 1 1 0 0 2 10 11 7 17 45 26 22 30 12 90 1 3 1 1 6 4 3 2 4 13 2 4 5 3 14 4 6 14 11 35 0 4 38 0 1 35 2 5 29 5 3 50 7 13 152 2 2 1 0 5 5 3 1 3 12 54 51 53 37 195 1 0 0 0 1 1 0 0 0 1 0 0 3 2 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 I 0 I 0 2 99 73 81 118 371 150 139 141 115 545 *TOTAL* 7 7 295 33 ( 9 135 19 49 1 12 25 347 2 5 1 I 2 1 916 • SI 14TE STREIT i SOUTH MIAMI AVERT MI) I, FLORIDA METED BY: FRARI SINCERE IIGIALILBD, IB STOP TRAFFIC SURVEY SPECIALISTS, IHC. 624 GARDEIA TERRACE DELRAY BIACM, FLORIDA 33444 (561) 172.3255 FAE 1561) 272-4381 ALL VESICLES i PHDS Site Code : 00040205 Start Date: 09/28/04 File I,D. 14STMIAM Page : 2 SOUTH MIAMI A EVE Frog North Peds Right Thru Left Date 09/28/04 7 SW 14TH STREET 2 19 28 7 SI 14T1 STREET From East Peds light Thru Left SOUTH MIAMI IVIES Pros South Peds light Thru Left SI 14TE STREET Eros seat Peds Right Thru Left Vehicle Total 7 7 SOUTH MIAMI AVENUE 295 295 335 2 1 4 1 5 33 2 347 135 33I) 484 J 819 ALL VEHICLES & PEDS Intersection Total 916 49 295 1 345 719 • 2 2 26 203 SOUTH MIAMI AVENUE 374 347 347 I 25 25 9 9 135 135 19 19 49 49 59 SW 14TH STREET 12 12 33 1 25 SR 14TH STREET & SOUTH KIAAI AVENUE KIMMMI, FLORIDA COUNTED BY: FRANI SANCHEZ IOT SIGNALIZED, JB STOP TRAFFIC SURVEY SPECIALISTS,'INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAI (561) 272-4381 1111/ ALL VEHICLES E PEDS SOUTH MIAAI. AVENUE From North Peds Right Thru Left Date 09/28/04 SW 14TH STREET Frog East Peds Right Thru Left SOUTH NIAMI AVENUE Froa South Peds Right Thru Left Site Code : 00040205 Start Date: 09/28/04 File I.D. : 14STSIA11 Page : 3 SW 14TE STREET From Rest Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire Intersection for the Peak start 16:45 16:45 Volume - 6 174 13 Percent 31 901 71 - Pk total 193 132 Highest 17:00 17:30 Volute 1 54 1 - Hi total 56 46 PHI .86 .72 2 2 millsommummismommi. SW 14TH STREET 1 10 17 6 1 0 0 1 1 ismissmimmomminup 2 2 • 6 6 Period: 16:00 to 18:00 on 09/28/04 16:45 95 10 27 - 12 208 1 721 81 201 51 941 01 221 17:00 30 2 14 - 5 54 1 60 .92 SOUTH MIAMI AVENUE 174 174 193 13 13 9 497 1 208 95 304 ALL VEHICLES & PEDS Intersection Total 548 27 174 1 202 423 1 1 15 132 221 - 208 SOUTH MIAMI AVENUE 208 • 12 12 16:45 2 17:15 2 .25 1 0 .1 501 01 501 1 0 1 6 6 95 95 10 10 27 27 25 SW 14TH STREET 13 0 12 4111111111111111111 10 10 Sid 14TH TERRACE a S 1ST AVENUE MIAMI, FLORIDA ^DUNTBB BY: XEVIN NcNALLI T SIGNALIZED, irB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY PEACE, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES PBDS Site Code : 00050028 Start Date: 01/20/05 File I.D. : 14TE1AVE Page : 1 SW 1ST AVENUE Fro north Peds Thru Left Date 01/20/05 16:00 0 37 16:15 3 35 16:30 1 47 16:45 0 41 Er Total 4 160 17:00 0 67 17:15 3 71 17:30 0 67 17:45 0 58 Br Total 3 263 5 1 0 5 11 5 0 4 6 15 SW 14T8 TERRACE From East Peds Right Le S$ 1ST AVENUE From South Peds light Thru Vehicle Other Total Total 0 0 1 4 5 0 4 0 4 8 0 2 0 2 4 0 1 1 0 2 2 0 1 0 3 a 1 0 0 1 0 0 0 2 2 0 1 0 2. 3 9 5 9 10 33 0 1 11 0 0 7 2 2 6 0 0 11 2 3 35 53 44 57 _60 214 84 80 80 75 319 0 3 2 11 0 7 2 4 13 *TOTAL* 7 423 • • 26 € 13 6 4 1 4 6 68 ( 533 24 SW 14TE TERRACE & SW 1ST AVENUE MIAMI, FLORIDA illiNTBD BY:.KEVIN McRALLY SIGNALISED, WB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BRACE, FLORIDA 33444 (561} 272-3255 FAX (561) 272-4301 ALL VEHICLES & PEDS Site Code : 00050028 Start Date: 01/20/05 File I.D. : 14TEIAVE Page : 2 SW 1ST AVENUE From North Peds Thru Left Date 01/20/05 • • SW 14TH TERRACE From East Peds Right Left SW IS? AVENUE From South Peds Right Thru Vehicle Other Total Total 7 7 0 i SW 1ST AVENUE 423 423 449 26 26 523 0 68 6 74 ALL VEHICLES & PHDS Intersection Total 533 f 4 423 0 427 501. 0 SW 1ST AVENUE 4 10 74 68 68 13 13 6 0 4 4 32 SW 14TH TERRACE 26 0 6 6 6 4 4 SW 147R TERRACE & SW 1S7 AVENUE MIAMI, FLORIDA SITED ET: KEVIN McNA1LY SIGNALIZED, WE STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-43B1 ALL VEHICLES 6 PEDS Site Code : 00050028 Start Date: 01/20/05 File T.D. : 14TE1AV8 Page : 3 SW 1ST AVENUE From Borth Peds Thru Left Date 01/20/05 SW 14TE TERRACE From East Peds Right Left SW IS? AVENUE Prot South Peds Right Thru vehicle Other Total Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 01/20/05 Peak start 17:00 17:00 17:00 Volute 263 15 2 1 3 35 Percent - 951 51 - 671 331 - 81 921 Pk total 278 3 38 Highest 17:00 17:15 17:00 Volume 67 5 1 1 - 1 11 Ei total 72 2 12 PHP .97 .38 .79 • • 0 SW 1ST AVENUE 263 263 278 15 15 315 0 35 2 37 ALL VEHICLES & PEDS Intersection Total 319 1 263 0 264 302 0 SW 1ST AVENUE 2 38 35 • 3 35 I 3 8 8 2 2 0 1 1 18 SW 14TH TERRACE 15 0 3 2 2 SW I4TE TERRACE & SOUTB MIAMI AVENUE MIAMI, FLORIDA 11111NTBD B7: CHUCK VAN VLIET SIGNALIZED, 8B STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00050028 Start Date: 01/20/05 File I.D. ; 14TEMIAN Page : 1 SOUTH MIAMI AVENUE From North Peds Right Thru Date 01/20/05 16:00 0 1 28 16:15 0 0 33 16:30 0 1 30 16:45 0 0 36 Er Total 0 2 127 17:00 0 1 60 17:15 0 1 45 17:30 0 1 41 17:45 0 0 37 Hr Total 0 3 183 SOUTH MIAMI AVENUE From South Peds Thru Left BM 14TR TERRACE From Nest Peds Right Left Vehicle Other Total Total 2 0 0 0 2 0 0 0 0 0 36 38 36 42 152 58 45 48 52 203 0 1 1 2 4 0 2 1 0 3 4 6 4 2 16 0 5 6 1 12 6 4 1 1 0 1 2 5 9 11 4 1 4 4 13 1 1 3 2 7 75 6 74 6 69 4 �7 2 305 18 124 95 98 95 412 0 5 6 12 *TOTAL* 0 5 310 I 2 355 7 I 28 22 18 I 717 30 • • SN 14TH TERRACE & SOUTH MIANi AVENUE MIAMI, FLORIDA ONTO ET: CHUCK VAN VLIBT SIGNALIZED, BB STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DBLRAY BEACH, FLORIDA 33444 (561) 272.3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00054028 Start Date: 01/20/05 Pile I.A. : I4TENIAM Page : 2 SOUTH MIAMI AVENUE From North Peds Right Thru Date 61/20/05 SOUTH MIAMI AVENUE From South Peds Thru Left SW 14TH TERRACE From West Peds Right Left Vehicle Other Total Total 0 0 5 SW 14TH TERRACE 7 0 5 12 410 18 18 SOUTH MIAMI AVENUE 310 310 315 0 0 40 22 22 28 • 28 1 1 t 2 688 18 355 0 373 • ALL VEHICLES & PEDS Intersection Total 717 0 310 22 332 694 7 7 SOUTH MIAMI AVENUE 2 2 SW 14TH TERRACE R SOUTH MIAMI AVENUE MIAMI, FLORIDA Agig€)NTHD BY: CHUCK VAN VLIBT IllpoT SIGNALIZED, 6B STOP TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES 6 PEDS Site Code : 00050028 Start Date: 01/20/05 File I.D. : 14TBM1AM Page : 3 SOUTH MIAMI AVENUE From North Peds Right Thru Date 01/20/05 SOUTH MIAMI AVENUE From South Peds Thru Left SW I4T8 TERRACE From Kest Peds Right Left Vehicle Other Total Total Peak Hour Analysis By Entire Intersection for Peak start 17:00 17:00 Volume 3 283 - 203 Percent 2t 981 - 99t It Pk total 186 206 Highest 17:00 17:00 Volume - 1 60 - 58 0 Hi total 61 P&F .76 0 58 .85 Osionoul SW 14TH TERRACE 3 0 6 3 3 3 the Period: 16:00 to 18:00 on 01/20/05 17:00 3 - 13 7 65t 351 20 17:30 4 3 7 .71 SOUTH MIAMI AVENUE 183 183 186 0 7 7 0 20 13 12 • 13 12 6 396 7 203 0 210 • ALL VEHICLES & PEDS Intersection Total 412 0 183 13 196 F • 402 3 3 206 • 203 SOUTH MIAMI AVENUE 203 1 0 0 0 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 AIOL**************************************************************************** Data File : D1013006.PRN Station : 000000101103 Identification : 000058410190 Interval : 15 minutes Start date : Oct 13, 04 Start time : 00:00 Stop date : Oct 13, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : South Miami Avenue South of SE 10th St ******************************************************************************* Oct 13 Northbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 10 3 2 0 2 0 10 26 66 79 73 77 30 12 6 3 2 0 3 13 47 68 80 69 70 45 4 4 1 2 1 5 24 60 101 89 61 89 00 7 1 2 1 4 7 38 71 94 101 71 99 Hr Total 33 14 8 5 7 15 85 204 329 349 274 335 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 119 110 113 84 76 99 114 98 73 37 40 29 30 128 111 80 113 72 105 111 77 79 36 31 15 45 138 146 87 83 98 107 100 92 56 42 25 17 00 139 99 77 65 75 112 86 74 55 29 28 29 ------- Hr Total 524 466 357 345 321 423 411 341 263 144 124 90 2our Total : 5467 NM peak hour begins : 11:30 AM peak volume : 435 Peak hour factor : 0.79 PM peak hour begins : 12:00 PM peak volume : 524 Peak hour factor : 0.94 ******************************************************************************* • 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 : D0929003.PRN Station : 000000092705 Identification : 000110252076 Interval : 15 minutes Start date : Sep 29, 04 Start time : 00:00 Stop date : Sep 29, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : S Miami Avenue North of SW 12th Street ******************************************************************************* Sep 29 Northbound Volume End Time 00 01 02 03 04 05 06 15 15 5 1 2 2 1 3 30 4 6 2 3 . 0 5 14 45 2 6 0 1 2 7 23 00 6 4 2 3 4 10 35 Hr Total 27 21 5 9 8 23 75 07 25 47 41 67 08 09 10 11 64 90 61 60 77 108 59 71 96 68 68 80 107 68 62 83 180 344 334 250 294 End Time 12 13 14 15 16 15 113 84 90 94 ^78 30 118 115 93 78 72 45 124 90 99 89 94 00 106 95 90 87 70 Hr Total 461 384 372 348 tour Total : 5279 4 peak hour begins : 08:30 AM peak volume : 401 Peak hour factor : 0.93 PM peak hour begins : 17:30 PM peak volume : 497 Peak hour factor : 0.91 k*************************************************************************fir**** 17 99 99 137 125 314 460 18 19 20 21 22 23 132 96 74 47 39 23 103 80 68 43 23 20 98 74 50 48 27 17 94 80 62 26 29 17 427 330 254 164 118 77 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 41W**************************************************************************** Data File : D0929004.PRN Station : 000000092701 Identification 000110252041 Start date : Sep 29, 04 Stop date : Sep 29, 04 City/Town : Miami, FL Interval : 15 minutes Start time : 00:00 Stop time 24:00 County : Dade Location : S Miami Avenue North of SW 14th Terrace *************************************+***************************************** Sep 29 Southbound Volume for Lane 1 End Time. 00 01 02 03 15 3 0 0 1 30 2 •2 1 0 45 2 2 2 0 00 1 2 0 0 Fir. Total 8 04 0 2 0 2 0 1 1 4 05 06 07 08 09 10 11 6 16. 10 27 27 23 9 15 22 22 53 26 7 10 19 19 26 29 6 8 27 8 24 41 6 3 1 1 9 28 49 78 76 130 119 End Time 12 13 14 15 16 17 15 43 23 29 21 36 53 73 46 30 29 36 39 38 33 43 80 40 45 29 21 26 28 25 82 56 26 00 45 32 19 28 34 101 32 41 it Total 146 112 113 115 128 279 241 153 18 19 20 21 22 23 ---- ---- ----- ---- 34 17 15 16 33. 14 6 7 19 20 9 4 12 8 3 6 98 59 33 33 JPa our Total : 2018 peak hour begins : 11:30 AM peak volume : 142 Peak hour factor :• 0.83 ?M peak hour begins : 17:30 PM peak volume : 336 Peak hour factor : 0.83 k****************************************************************************** Sep 29 Northbound Volume for Lane 2 Mad Time 00 01 02 03 04 05 06 07 15 7 3 0 2 3 2 13 20 61. 70 30 3 2 1 0 0 4 19 30 55 77 45 2 3 0 0 0 2 33 12 92 55 00 2 6 3 1 1 7 29 59 92 60 it Total 14 14 4 3 4 15 94 121 300 262 08 09 10 11 43 25 49 22 28 1 37 38 157 86 :nd Time 12 15 31 30 59 45 56 00 58 ,r Total 204 13 14 15 16 17 18 19 20 21 22 23 47 64 56 44 56 106 50 37 18 12 72 68 39 34 62 82 55 28 15 12 46 44 54 39 119 62 46 31 28 14 56 63 63 36 151 73 42 21 20 14 221 239 212 153 388 323 193 117 81 52 6 6 8 9 29 4 Hour Total : 3286 M peak hour begins : 08:30 AM peak volume : 331 . Peak hour factor : 0.90 M peak hour begins : 17:30 PM peak volume : 458 Peak hour factor : 0.76 ****************************************************************************** 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 : D0929004.PRN Station : 000000092701 Identification : 000110252041 Interval : 15 minutes Start date : Sep 29, 04 Start time : 00:00 Stop date : Sep 29, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : S Miami Avenue North of SW 14th Terrace *****,************************************************************************** Sep 29 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 _ --r- 15 10 3 0 3 3 4 19 36 71 -^97 70 -4 48 30 5 4 2 0 0 6 28 45 77 99 102 48 45 4 5 2 0 0 3 40 22 111 74 54 30, 00 3 8 3 1 2 11 35 67 119 68 61 79 -- Hr Total 22 20 ---7 -- TT - -- 4 5 24 122 170 -378 338 ~287 205 End Time 12 13 14 15 16 17 18 15 74 70 93 77 80 109 179 30 88 108 107 77 67 105 162 45 85 67 70 82 64 201 118 00 103 88 82 91 70 252 105 -- Hr Total 350 333 352 327 281 667 564 19 96 95 72 83 20 71 61 50 33 21 35 29 48 28 22 23 27 22 18 13 23 12 17 15 346 215 140 85 62 2 our Total : 5304 peak hour begins : 08:30 AM peak volume : 426 Peak hour factor : 0.89 PM peak hour begins : 17:30 PM peak volume 794 Peak hour factor : 0.79 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 Illt***************************************************************************** Data File : D0929005.PRN Station ; 000000092702 Identification : 009601150098 Interval : 15 minutes Start date : Sep 29, 04 Start time : 00:00 Stop date : Sep 29, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Coral Way West of Brickell Avenue ******************************************************************************* Sep 29 Eastbound Volume for Lane 1 End Time 00 15 30 45 00 Fir Total 17 a 9 6 01 13 7 3 4 02 03 04 05 06 07 08 09 10 11 4 4 3 3 1 3 3 2 2 2 4. 8 5 16 65 156 236 121 104 6 32 80 188 212 137 116 10 57 98 228 144 100 73 20 76 149 235 136 87 106 40 27 14 10 15 41 181 392 807 728 445 399 End Time 12 13 15 110 30 127 45 115 00 105 it Total 457 104 132 131 135 502 15 16 17 18 19 20 21 22 23 - 126 106 105 -129 161 120 83 95 52 37 113 108 92 99 149 99 70 71 59 28 111 95 109 4 142 90 78 60 56 24 108 108 124 140 142 87 79 63 41 24 -458 -417 430 372 594 396 310 289 208 113 14 our Total : 76.45 peak hour begins : 08:30 AM peak volume : 911 Peak hour factor : 0.97 ?M peak hour begins : 18:00 PM peak volume : 594 Peak hour factor : 0.92 r****************************************************************************** 3ep 29 Westbound Volume for Lane 2 lad Time 00 01 02 03 04 05 06 15 23 6 4 4 2 4 15 30 17 6 5 7 0 2 26 45 12 6 4 2 4 15 30 00 18 8 4 4 7 6 38 it Total 70 26 17 17 13 27 07 08 09 10 11 47 95 116 126 105 55 82 98 101 134 61 104 96 109 112 70 130 85 117 156 109 233 411 395 453 507 .nd Time 12 13 15 148 30 181 45 181 00 162 [r Total 672 142 163 148 166 619 14 125 128 133 138 15 16 17 18 19 20 21 176 142 226 236 156 118 103 176 150 244 221 171 131 103 152 163 104 209 142 103 115 137 177 209 176 114 98 100 524 641 632 783 842 583 450 421 22 23 91 52 71 48 56 25 47 28 265 153 4 Hour Total : 8863 M peak hour begins : 11:30 AM peak volume : 597 Peak hour factor : 0.82 M peak hour begins : 17:45 PM peak volume : 875 Peak hour factor : 0.93 ****************************************************************************** • 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 : D0929005.PRN Station : 000000092702 Identification : 009601150098 Interval : 15 minutes Start date : Sep 29, 04 Start time : 00:00 Stop date : Sep 29, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location Coral Way West of Brickell Avenue ******************************************************************************* Sep 29 Total Volume for All Lanes End Time 00 01 02 15 30 45 00 40 25 21 24 19 13 9 12 8 9 7 7 Hr Total 110 53 31 03 04 05 06 5 5 9 31 112 10 2 8 58 135 4 6, 25 87 159 8 15 26 114 219 27 28 68 290 625 07 08 251 270 332 365 1218 09 352 310 240 221 1123 247 238 209 204 898 10 11 209 250 185 262 906 End Time 12 13 14 15 16 17 15 258 246 251 282 247 355 30 308 295 241 284 242 343 45 296 279 244 247 272 108 00 267 301 246 245 301 349 Fir Total 1129 1121 982 1058 1062 1155 18 19 397 276 370 270 351 232 318 201 20 201 201 181 177 21 198 174 175 163 22 23 143 89 130 76 112 49 88 52 1436 979 760 710 473 266 24101our Total : 16508 M peak hour begins : 08:30 AM peak volume 1359 Peak hour factor : 0.93 ?M peak hour begins : 17;45 PM peak volume : 1467 Peak hour factor : 0.92 k****************************************************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 r**************************************************************************** Data File : D0929001.PRN Station : 000000092703 Identification : 000058410088 Interval : 15 minutes Start date : Sep 29, 04 Start time : 00:00 Stop date : Sep 29, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Coral Way East of SW 1st Avenue ******************************************************************************* Sep 29 Eastbound Volume for Lane 1 End Time 00 01 02 15 30 45 00 24 12 9 8 7 1 7 4 Hr Total 47 25 4 4 3 2 03 04 05 3 5 2 6 2 14 10 24 2 3 3 4 13 12 17 49 06 19 46 65 105 235 07 80 121 127 193 521 08 209 266 283 301 1059 10 152 169 119 111 935 551 09 310 277 172 176 11 119 133 107 124 483 End Time 12 13 14 15 132 145 171 30 155 150 163 45 143 16.7 150 00 147 175 154 15 144 120 136 132 Hr Total 577 637 638 532 16 17 18 19 20 21 22 23 136 145 195 119 90 89 64 41 124 119 146 105 76 65 59 26 134 171 169 104 75 76 61 27 133 164 141 103 90 62 50 22 527 599 651 431 331 292 234 116 2ur Total : 9512 4M eak hour begins : 08:30 AM peak volume : 1171 Peak hour factor : 0.94 PM peak hour begins : 13:30 PM peak volume 676 Peak hour factor : 0.97 **************************************+tit*************************************** 5ep 29 Westbound Volume for Lane 2 and Time 00 01 15 23 13 30 19 8 45 15 6 00 18 7 Er, Total 75 34 22 02 6 5 6 5 03 6 3 1 2 12 04 2 1 6 4 13 2 1 11 9 05 06 07 08 37 83 51 126 60 105 66 132 15 22 29 35 09 10 109 104 69 89 82 88 69 99 11 85 98 114 131 23 101. 214 446 329 380 428 Fnd Time 12 15 136 30 148 45 155 00 129 r Total 568 13 14 15 16 17 124 130 154 142 254 156 122 153 160 240 133 140 151 158 145 147 112 137 187 230 560 504 18 19 22 23 48 52 26 34 595 647 869 838 632 451 434 321 160 248 226 201 163 172 198 144 118 20 127 136 98 90 21 104 101 121 108 103 87 68 63 4 Hour Total : 8656 4 peak hour begins : 11:30 AM peak volume : 529 Peak hour factor : 0.85 4 peak hour begins : 17:45 PM peak volume : 905 Peak hour factor : 0.91 k***************************************************************************** • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 r*****************************************************r*********************** Data File : D0929001.PRN Station : 000000092703 Identification : 000058410088 Interval : 15 minutes Start date : Sep 29, 04 Start time : 00:00 Stop date : Sep 29, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Coral Way East of SW 1st Avenue ******************************************************************************* Sep 29 Total Volume for All Lanes End Time 00 01 02 03 15 47 25 10 8 30 28 16 9 6 45 . 22 7 9 4 00 25 11 7 6 Fir Total 122 59 35 04 3 8 14 24 30 05 7 7 25 33 06 07 08 09 10 11 34 117 292 419 256 204 68 172 392 346 258 231 94 187 388 254 207 221 140 259 433 245 210 255 72 336 735 1505 1264 931 911 End Time 12 13 14 15 16 17 18 19 20 21 22 . 23 15 268 269 301 298 278 399 443 291 217 193 167 89 30 303 306 285 273 284 359 372 303 212 166 146 . 78 45 298 300 290 287 292 316 370 248 173 197 129 53 00 276 322 266 269 320 394 304 221 180 170 113 56 it Total 1145 1197 1142 1127 1174 1468 1489 1063 782 726 555 276 S.Dur Total 18168 04eak hour begins : 08:15 AM peak volume : 1632 Peak hour factor 0.94 ?M peak hour begins : 17:45 PM peak volume : 1579 Peak hour factor : 0.89 r*****************************************CIF************************************ • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1lik File : D1006001.PRN**************************************************************************** n a File : D1006001.PRN Station : 000000100501 Identification : 000058410100 Start date : Oct 6, 04 Stop date : Oct 6, 04 City/Town : Miami, FL Location : Coral Way West of SW let Avenue ******************************************************************************* Oct 6 Westbound Volume for Lane 1 Interval : 15 minutes Start time : 00:00 Stop time 24:00 County : Dade End Time 00 01 02 03 04 05 15 23 14 4 6 3 5 25 56 113 30 17 15 9 9 3 7 33 72 152 45 20 7 8 2 3 8 40 95 146 00 20 3 1 7 5 12 54 125 121 06 07 08 09 10 11 115 118 133 123 128 126 115 108 156 108 134 168 Hr Total 80 39 22 24 14 32 152 348 532 461 488 583 End Time 12 13 14 15 16 17 18 15 188 195 202 185 207 343 286 30 181 223 214 210 209 388 311 45 186 154 184 256 217 308 289 00 179 182 196 193 227 270 272 it Total 734 754 796 844 860 1309 1158 19 20 21 22 23 142 106 82 59 136 80 76 47 106 84 61 34 100 80 47 52 699 484 350 266 192 216 203 160 120 �ur Total : 11221 eak hour begins : 11:30 AM peak volume : 693 Peak hour factor : 0.92 ?M peak hour begins : 17:00 PM peak volume : 1309 Peak hour factor : 0.84 e****************************************************************************** )ct 6 Eastbound Volume for Lane 2 :Ind Time 00 01 02 03 04 05 06 15 19 1 4 6 6 7 36 95 30 22 13 1 3 6 12 44 118 45 12 6 3 3 10 17 66 141 00 8 3 1 2 8 25 93 182 07 [r Total 61 23 9 14 30 61 239 536 08 218 277 265 294 1054 09 274 131 113. 216 129 102 141 117 117 139 112 107 770 489 439 10 11 ,nd Time 12 15 123 30 143 45 148 00 154 13 14 15 16 17 18 19 20 21 22 23 140 141 105 104 140 139 115 86 68 67 47 151 132 128 116 152 144 115 111 87 51 27 137 131 124 95 118 139 107 77 64 46 39 139 142 122 104 131 122 92 98 61 37 25 ---- r Total 568 567 546 -479 419 541 544 429 372 280 -201 138 4 Hour Total : 8809 M peak hour begins : 08:15 AM peak volume : 1110 Peak hour factor : 0.94 M peak hour begins : 12:30 PM peak volume : 593 Peak hour factor : 0.96 ***Brae***************************,********************************************** • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255. Volume Report with 24 Hour Totals Page 2 *1**************************************************************************** Data File : D1006001.PRN Station : 000000100501 Identification : 000058410100 Interval : 15 minutes Start date : Oct 6, 04 Start time : 00:00 Stop date : Oct 6, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Coral Way West of SW 1st Avenue ******************************************************************************* Oct 6 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 42 15 8 12 9 12 61 151 331 389 249 246 30 39 28 10 12 9 19 77 190 429 339 257 228 45. 32 13 11 5 13 25 106 236 411 256 225 273 00 28 6 2 9 13 37 147 307 415 247 246 275 Hi- Total 141 62 31 38 44 93 391 884 1586 1231 977 1022 and Time 12 13 14 15 16 17 18 19 20 21 22 23 15 311 335 343 290 311 483 425 331 228 174 149 . 106 30 324 374 346 338 325 540 455 318 247 167 127 74 45 334 291 315 380 312 426 428 267 183 148 107 73 00 333 321 338 315 331 401 394 212 198 141 84 77 it Total 1302 1321 1342 1323 1279 1850 1702 1128 856 630 467 330 ?ur Total : 20030 01 peak hour begins : 08:15 AM peak volume : 1644 Peak hour factor : 0.96 ?M peak hour begins : 17:00 PM peak volume : 1850 Peak hour factor : 0.86 r****************************************************************************** • Adjusted Traffic Counts • • • • • DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: TIME INTERVAL 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM 04:15 PM 04:30 PM 04:45 PM 05:0D PM 05:15 PM 05:30 PM 05:45 PM 06:00 PM TURNING MOVEMENT COUNTS CABI Bricks!! Property MUSP South Miami Avenue and Coral Way Traffic Survey Specialists, Inc. Project Number: Count Date: Day of Week: 04271 9/28/04 Tuesday South Miami Avenue _ Coral Way N NORTH OUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL.. LT R TOTAL L T R TOTAL 11 30 12 53 0 18 23 41 17 89 17 123 5 126 30 161 10 36 6 52 4 14 12 30 17 74 5 96 4 109 28 141 378 319 1 6 27 4 37 3 23 26 52 19 87 13 119 _ 4 155 29 188 396 18 37 9 a 64 5 21 28 54 31 92 17 140 4 149 27 180 18 mm 56 11 85 8 41 55 104 27 92 11 130 5 209 35 249 438 568 21 49 2 9 79 2 27 38 67 _ 41 101 21 163 5 205 33 243 20 49 13 82 7 22 42 71 22 _ 100 17 139 3 202 28 233 552 16 30 10 56 2 27 27 56 36 _ 114 14 164 4 190 33 227 525 503 PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY PEAK SEASON TRAFFIC CONDITIONS South Miami Avenue Coral Way TIME INTERVAL N 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 61 160 38 259 16 98 128 242 107 382 59 548 17 686 124 827 1,876 PEAK HOUR FACTOR Q.75 0.57 0.82 0.81 0.95 Note: 2003 FDOT Peak Season Conversion Factor = 1.02 coral way south rniarni ave.xis • • • DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: TURNING MOVEMENT COUNTS CABI Brickeil Property MUSP SW 1 Avenue and SW 14 Street Traffic Survey Specialists, inc. Project Number: Count Date: Day of Week: 04271 9128104 Tuesday TIME SW 1 Avenue SW 14 Street INTERVAL N NORTHBOUND SOUTHBOUND EASTBOUND WES"`BOUNt TOTALS GRAND TOTAL L T R TOTAL L T ~ R TOTAL L T R TOTAL L T R 04:00 PM 04:15 PM 0 5 0 5 0 27 0' 27 ' 0 0 0 0 0 2 0 10 12 04:15 PM 04:30 PM 0 4 0 4 0 33 0 33 0 0 0 0 1 0 8 9 44 04:30 PM 04:45 PM 0 8 0 8 0 49 0 49 0 0 0 0 1 0 3 4 46 04:45 PM� 05:00 PM 0 6 0 6 0 54 0 54 0 0 0 0 1 0 6 7 61 67 05:00 PM 05:15 PM 0 12 0 12 0 80 0 80 0 0 0 0 0 0 7• 7 99 05:15 PM , 05:30 PM 0 7 0 7 0 100 0 100 0 0 0 0 3 0 5 8 05:30 PM 05:45 PM 0 9 0 9 0 97 0 97 0 0 0 0 1 0 5 6 115 112 05:45 PM 06:00 PM 0 7 0 7 0 92 0 92 0 0 0 0 2 0 2 4 103 TIME INTERVAL 04:00 PM 06:00 PM PEAK HOUR FACTOR PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY PEAK SEASON TRAFFIC CONDITIONS SW 1 Avenue NORTHBOUND SOUTHBOUND 0 T 30 R 0 TOTAL 30 0.60 0 T 271 R 0 TOTAL 271 0.67 EASTBOUND T 0 R 0 SW 14 Street TOTAL 0 NIA WESTBOUND L I T 6 0 R 23 TOTAL 29 0.59 GRAND TOTAL 330 0.93 Note: 2003 FDOT Peak Season Conversion Factor = 1.02 14 street 1 ave.xls • • • DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: TIM E INTERVAL 04:00 PM 04:15 PM 04:30 PM 04:45 PM • 05:00 PM 05:15 PM 05:30 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM 05:45 PM 06:00 PM TIM E INTERVAL 04:00 PM 06:00 PM PEAK HOUR FACTOR TURNING MOVEMENT COUNTS CABI Brickell Property MUSP South Miami Avenue and SW 14 Street Traffic Survey Specialists, Inc. Project Number: Count Date: Day of Week: 04271 9/28104 Tuesday L 1 0 0 0 0 0 0 South Miami Avenue NORTHBOUND T 38 35 29 50 54 51 53 37 R 4 1 5 3 5 3 TOTAL, 43 36 34 53 60 54 54 3 a. 40 SOUTHBOUND L 5 29 8 _ 33 1 54 2 49 2 38 3 44 1 3 0 3 1 1 1 0 TOTAL 43 18 34 44 56 52 41 47 EASTBOUND L T 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 R 0 SW 14 Street TOTAL 0 L 2 WESTBOUND T 1 10 TOTAL 13 GRAND TOTAL 99 0 0 0 0 1 0 0 0 0 0 2 0 1 PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY PEAK SEASON TRAFFIC CONDITIONS 4 5 3 4 6 14 11 3 1 1 4 3 2 4 11 7 17 26 22 30 12 18 13 21 34 31 46 27 South Miami Avenue NORTHBOUND SOUTHBOUND EASTBOUND* SW 14 Street L 1 T 177 R TOTAL 13 191 0.78 L 15 T 150 Note: 2003 FDOT Peak Season Conversion Factor = 1.02 * ILLEGAL MOVEMENT R 5 TOTAL 171 0.75 T 1 R 1 TOTAL 2 0.25 L 25 WESTBOUND T 10 R 69 TOTAL 73 81 118 150 139 141 115 GRAND TOTAL 104 t 467 0.55 S 0.91 14 street south miami ave,xis • • • DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: TURNING MOVEMENT COUNTS CABI Brickeli Property MUSP SW 1 Avenue and SW 14 Terrace Traffic Survey Specialists, inc. Project Number: Count Date: Day of Week: 04271 1/20/05 Thursday SW 1 Avenue SW 14 Terrace TIME INTERVAL NORTHBOUND ' SOUTHBOUND EASTBOUND WESTBOUND GRAND — TOTAL L T r R TOTAL L T R TOTAL L T R_ TOTAL L T R TOTAL 04:00 PM 04:15 PM 0 9 0 9 5 37 0 42 0 0 0 0 2 0 0 2 53 04:15 PM 04:30 PM 0 5 1 6 1 35 0 36 0 0 0 0 0 0 2 2 44 04:30 PM 04:45 PM 0 9 0 9 0 47 0 47 0 0 0 0 1 0 0 1 57 04:45 PM 05:00 PM 0 10 2 12 5 41 0 46 0 0 0 0 0 0 2 2 60 05:00 PM 05:15 PMb 0 11 1 12 5 67 0 72 0 0 0 0 0 0 0 0 84 05:15 PM 05:30 PM 0 7 0 7 0 71 0 71 0 0 0 0 1 0 1 2 80 05:30 PM 05:45 PM 0 6 2 8 4 67 0 71 0 0 0 0 0 0 1 1 80 05:45 PM_ 06:00 PM 0 11 0 11 6 58 0, 64 0 0 0 0 0 0 0 0 75 PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY PEAK SEASON TRAFFIC CONDITIONS SW 1 Avenue SW 14 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 0 35 3 38 13 216 0 229 0 0 0 0 2 0 3 5 272 PEAK HOUR FACTOR 0.77 0.78 N/A 0.63 0.95 Note: 2003 FOOT Peak Season Conversion Factor = 1.02 14 terrace_1 ave.xis • • • DAVID PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: TURNING MOVEMENT COUNTS CABI Brickeil Property MUSP South Miami Avenue and SW 14 Terrace Traffic Survey Specialists, Inc. Project Number: 04271 Count Date: 1/20I05 Day of Week: Thursday South Mi TIME INTERVAL N NORTHBOUND SOUTHBOUND V•• 'T, EASTBOUND „aye WESTBOUND R- TOTAL GRAND TOTAL L ` T R TOTAL L T R TOTAL L- T R TOTAL L T 04:00 PM 04:15 PM 0 36 0 36 0 28 1 29 4 0 6 10 0 0 0 0 75 04:15 PM 04:30 PM 1 38 0 39 0 33 0 33 1 0 1 2 0 0 0 0 74 04:30 PM 04:45 PM 1 36 0 37 0 30 1 31 1 0 0 1 0 0 0 0 69 04:45 PM 05:00 PM 2 42 0 44 0 36 0 36 5 0 2 7 0 0 0 0 87 05:00 PM 05:15 PM 0 58 0 58 0 60 1 61 1 0 4 5 0 0 0 0 124 05:15 PM 05:30 PM 2 45 0 47 0 45 1 46 1 0 1 2 0 0 0 0 95 05:30 PM 05:45 PM 1 48 0 49 0 41 1 42 3 0 4 7 0 0 0 0 98 05:45 PM 06:00 PM 0 52 _ 0 52 0 37 0 37 2 _ 0 4 6 0 0 0 0 95 PM PEAK PERIOD HOUR TURNING MOVEMENT COUNT SUMMARY PEAK SEASON TRAFFIC CONDITIONS South Miami Avenue TIME INTERVAL N NORTHBOUND SOUTHBOUND r-- •T EASTBOUND .-•,�..G WESTBOUND GRAND TOTAL L T R TOTAL 0 L T R TOTAL L T R TOTAL L T R TOTAL 04:00 PM D6:00 PM 4 181 0 185 0 158 3 161 9 0 11 20 0 0 0 0 366 PEAK HOUR FACTOR 0.78 0.65 0.50 N/A 0.83 Note: 2003 FOOT Peak Season Conversion Factor = 1.02 14 terrace south miami ave,xis • • • DAV10 PLUMMER 8 ASSOCIATES, INC. 24-HOUR COUNTS Project Name: South Miami Avenue Condo Location: South Miami Avenue South of SE 10 Street Observer: Traffic Survey Specialists, inc. BEGIN TIME NORTHBOUND 11st 1i4 2nd 114 3rd 114 4th 1/4 TOTAL 12:00AM 10 12 ti 4 7 33 01:130 AM 3 6 4 1 14 02:00 AM , 2 3 1 2 i 8 r 03:00 AM a 0 2 2 1 5 04:00 AM ' 2 0 1 4 7 05:00 AM 0 3 5 7 15 06;00 AM 10 13 24 38 ' 85 07:00 AM 26 47 60 71 I 204 2 08:00 AM w 68 68 101 94 329 09:00 AM 79 80 89 101 349 10:00 AM 73 69 61 71 274 11:00 AM 77 70 89 99 335 12:00 PM 119 128 138 139 524 01:00 PM 110 111 146 99 466 02:00 PM - 113 80 87 77 357 03:00 PM 84 113 83 65 345 04:00 PM 76 72 98 75 321 05:00 PM 99 105 107 112 ( 423 08:00 PM , 114 111 100 86 411 07:00 PM 98 77 92 74 341 06:00 PM 73 79 56 55 263 0900 PM 37 36 42 29 144 10:00 PM 40 31 25 28 124 11:00 PM 29 15 17 29 90 24-HOUR TOTAL 5 467 AM Peak Hour. PM Peak Hour. NORTHBOUND Project No.: Count Date: BEGIN TIME SOUTHBOUND 1 lst 114 2nd 1/4 3rd 114 4th 114 TOTAL 12:00 AM 0 0 0 0 0 01:00AM 0 0 0 0 0 02:00 AM 0 0 0 0 0 03:00 AM 0 0 0 0 0 04:00 AM 0 0 0 0 0 05:00 AM 0 0 0 0 0 06:00 AM 0 0 0 0 0 07:00 AM 0 0 0 0 0 08:00 AM 0 0 0 0 0 09:00 AM 0 0 0 0 0 10:00AM 0 0 0 0 0 11:00 AM 0 0 0 0 0 12:00 PM 0 0 0 0 0 01:00PM 0 0 0 0 0 02:00 PM 0 0 0 0 0 03:00 PM 0 0 0 0 0 04:00 PM 0 0 0 0 0 05:00 PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 08;00 PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 10:00 PM 0 0 0 0 0 11:00PM 0 0 0 0 0 24-HOUR TOTAL 0 DAILY TRAFFIC COUNT SUMMARY Time: 11:45 AM Volume: 484 Time: 12:00 PM Volume: 524 AM Peak Hour: PM Peak Hour: 04222 10/13104 TWO-WAY; TOTAL 33 14 8 5 7 15 85 204 329 349 274 335 524 466 357 345 321 423 411 341 263 124 90 5,467 AM Peak Hour. Time: 12:00 AM Volume: 0 PM Peak Hour. Time: 12:00 PM Vo€ume: 0 NORTHBOUND AND SOUTHBOUND Time: 11:45 AM Volume: 484 K-factor: 8.9% PHF: 0.88 D-factor: 100.0% NB Time: 12:00 PM Volume: 524 K-factor: 9,6% PHF: 0.94 D-factor: 100.0% NB south miami_south_10 st wednesdayxls • • • DAVID PLUMMER d ASSOCIATES, INC. 24-HOUR COUNTS Project Name: South Miami Avenue Condo Location: South Miami Avenue North of SW 12 Street Observer: Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 1st 114 2nd 1/4 3rd 114 4th 114 TOTAL 12:00 AM 15 4 2 6 27 at:00 AM 5 6 6 4 21 02:00 AM 1 2 0 2 5 03:00 AM 2 3 1 3 9 04:00 AM 2 0 2 4 8 05:00 AM 1 5 7 10 23 oe:00 AM 3 14 23 35 75 07:00 AM 25 47 41 67 180 08:00 AM 64 77 96 107 344 09:00 AM 90 108 68 68 334 10:00 AM 61 59 68 62 250 11:00 AM 60 71 80 83 294 12:00 PM 113 118 124 106 461 01;00 PM 84 115 90 95 384 02:00 PM 90 93 99 90 372 03:00 PM 94 78 89 87 348 04:00 PM 78 72 94 70 314 05:00 PM 99 99 137 125 460 08:00 PM 132 103 98 94 427 07:00 PM 96 80 74 80 330 08:00 PM 74 88 50 62 254 09:00 PM 47 43 48 26 164 10:00 PM 39 23 27 29 118 11:00 PM 23 20 17 17 77 24-HOUR TOTAL 5,279 NORTHBOUND Project No.: Count Date: 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 11:00AM 0 0 0 0 0 12:00PM 0 0 0 0 0 01:00PM 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 a 0 0 0 0 0 08:00 PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 08:00 PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 10:00 PM 0 0 0 0 0 11:00PM I 0 0 0 0 0 24-HOUR TOTAL 0 DAILY TRAFFIC COUNT SUMMARY 04222 9/29/04 TWO-WAY; TOTAL 27 21 5 9 23 75 180 344 334 250 294 461 384 372 348 314 460 427 330 254 164 118 77 5,279 AM Peak Hour. Tirne: 11:45 AM Volume: 438 AM Peak Hour Time: 12:00 AM Volume: 0 PM Peak Hour. Time; 05:30 PM Volume: 497 PM Peak Hour. Time: 12:00 PM Volume: 0 AM Peak Hour: PM Peak Hour: NORTHBOUND AND SOUTHBOUND Time: 11:45 AM Volume: 438 K-factor: 8.3% PHF: 0.88 D-€actor: 100.0% NB lime: 05:30 PM Volume: 497 K-factor: 9.4% PHF: 0.91 D-factor: 100.0% NB S. miami ave_north 12 street_wednesday.xis • • • 6AVt0 F UMMER 8 ASSOCIATES, iNC. 24-HOUR COUNTS Project Name: South Miami Avenue Condo Location: South Miami Avenue North of SW 14 Terrace Observer: Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND 71st 1/4 2nd 1/4 3rd 1/4. 4th 1/4 TOTAL i 12:00AM\ 7 3 2 2 14 01:00 AM j 3 2 3 6 14 02:00 AM : 0 1 0 3 4 03:00 AM s 2 0 0 1 3 04:00AM 3 0 0 1 4 05:00 AM 2 4 2 7 15 08:00 AM 13 19 33 29 94 07;00 AM 20 30 12 59 121 08:00 AM 61 55 92 92 300 09:00 AM 70 77 55 60 262 1 10:00 AM , 43 49 28 37 157 11:00 AM 3 25 22 1 38 86 12:00 PM 31 59 56 58 204 01:00 PM 47 72 46 56 221 02:00 PM 64 68 44 63 239 03:00 PM ' 58 39 54 63 212 04:00 PM 44 34 39 36 153 os:oo PM ' 56 62 119 151 388 08:00 PM ' 106 82 62 73 323 07:00 PM 50 55 46 42 193 O6:00 PM , 37 28 • 31 21 117 09:00 PM 18 15 28 20 81 10:00 PM 12 12 14 14 52 11:00 PM 6 6 8 9 29 24-HOUR TOTAL 3,286 AM Peak Hour. PM Peak Hour. NORTHBOUND Project No.: Count Date: , BEGIN TIME I. SOUTHBOUND ' 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00AM , 3 2 2 1 8 m:oo AM I 0 2 2 2 6 , ono AM 0 1 2 0 3 03:00 AM 1 0 0 0 1 04:00 AM 0 0 0 1 1 05:00 AM 2 2 1 4 9 08:00 AM 6 9 7 6 28 - 07:00 AM ; 16 15 10 8 49 i 08:00 AM 10 22 19 27 78 09:00 AM - 27 22 19 8 76 10:0o AM = 27 53 26 24 130 ' 11:00 AM 23 26 29 41 119 12:00 PM 43 29 29 45 146 01:00 PM 23 36 21 32 112 ' 0200PM ' 29 39 26 19 113 03:00 PM 21 38 28 28 115 , 04:00 PM ° 36 33 25 34 128 ,., 05:00 PM 53 43 82 101 279 os:o0 PM 73 80 56 32 241 07;00 PM 46 40 26 41 153 08100 PM 34 33 19 12 98 09:00 PM 17 14 20 8 59 10:00 PM ' 15 6 9 3 33 a 11:00 PM g 16 7 4 6 33 1 124-HOUR TOTAL 2,018 , DAILY TRAFFIC COUNT SUMMARY Time: 08:30 AM Volume: 331 Time: 05:30 PM Volume: 458 AM Peak Hour: PM Peak Hour: 04222 9/29/04 TWO-WAYI TOTAL 22 20 7 4 5 24 122 170 378 338 287 205 350 333 352 327 281 667 564 346 2i5 140 85 62 51304 .j AM Peak Hour. Time: 11:30 AM Volume: 142 PM Peak Hour. Time: 05:30 PM Volume: 336 NORTHBOUND AND SOUTHBOUND Tries 08:30 AM Volume: 426 K•faotor: 8.0% PHF: 0.89 D-raa1or: 77.7% NB Time: 05:30 PM Volume: 794 K-factor. 15.0% PHF: 0.79 D-factor: 57.7% NB S. miami ave_nnrth_14 terrace_wednesday.xls • • DAVID PLUMMER & ASSOCATES. (NC. 24-HOUR COUNTS Project Name: South Miami Avenue Condo Location: Coral Way West of Brickell Avenue Observer Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND 1st 1/4 2nd 1/4 1/4 4th 1/4 TOTAL 12:00 AM 17 8 .3rd 9 6 40 01:00 AM 13 7 3 4 27 02:00 AM 4 4 3 3 14 03:00 AM 1 3 2 4 10 04:00 AM 3 2 2 8 15 05:00 AM 5 6 10 20 41 08:00 AM 16 32 57 76 181 07:00 AM 65 80 98 149 392 08:00 AM 156 188 228 235 807 09:00 AM 236 212 144 136 728 ` 10:00 AM 121 137 100 87 445 11:00 AM 104 116 73 106 399 12:00 PM 110 127 115 105 457 01:00 PM 104 132 131 135 502 02:00FM 126 113 111 108 458 03:00 PM 106 108 95 108 417 04:00 PM 105 92 109 124 430 05:00 PM 129 99 4 140 372 0e:oa PM 161 149 142 142 594 07:00PM 120 99 90 87 396 08:00 PM 83 70 78 79 310 09:00 PM 95 71 60 63 289 10:00 PM 52 59 56 41 208 11:00 PM 37 28 24 24 r 113 24-HOUR TOTAL 7,645 EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND 1st114 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00AM 23 17 12 18 70 01:00 AM 6 6 6 8 26 02:00 AM 4 5 4 4 17 03:00 AM 4 7 2 4 17 04:O0 AM 4 2 0 4 7 13 05:00 AM j 4 2 15 6 27 08:00 AM ! 15 26 30 38 109 07:00 AM 47 55 61 70 233 08:00 AM 95 82 104 130 411 09:00 AM 116 98 96 85 395 10:00 AM 126 101 109 117 453 11:00 AM 105 134 112 156 507 12:0o PM 148 181 181 162 672 01:OO PM 142 163 148 166 619 02:00 PM ' 125 128 133 138 524 03:00 PM 176 176 152 137 641 04:00 PM 142 150 163 177 832 05:00 PM 226 244 104 209 783 08:00 PM 236 221 209 176 842 07:00 PM 156 171 142 114 583 08:00 PM 118 131 103 98 450 09:00 PM 103 103 115 100 421 lam PM 91 71 56 47 265 11:OO PM 52 48 25 28 153 24-HOUR TOTAL 8 863 DAILY TRAFFIC COUNT SUMMARY 04222 9/29/04 TWO-WAY TOTAL 110 53 31 27 28 68 290 625 1,218 1,123 898 906 1,129 1,121 982 1,058 1,062 1,155 1,436 979 760 710 473 266 16 508 AM Peak Hour. Time: 08:30 AM Volume: 911 AM Peak Hour. Time: 11:45 AM Volume: 665 PM Peak Hour. Time: 06:00 PM Volume: 594 PM Peak Hour. Time: 05:45 PM Volume: 875 AM Peak Hour: PM Peak Hour: EASTBOUND AND WESTBOUND Time: 08:30 AM Volume: 1,359 K-factor: 8.2% PHF: 0.93 D-factor: 67.0% EB Time: 05:45 PM Volume: 1,467 K-factor: 8.9% PHF: 0.92 0-factor: 59.6% WB coral way west_brickefl ave_wednesday.xls • • • DAV€D PLUMMER & ASSOCL TES, ENC. Project Name: Location: Observer: 24-HOUR COUNTS South Miami Avenue Condo Coral Way East of SW 1 Avenue Traffic Survey Specialists, Inc. BEGIN TIME ,1st EASTBOUND 1/4 2nd 1l4 3rd 1/4 4th 1/4 TOTAL f 12:00 AM 24 9 7 7 47 1 01:00 AM 12 8 1 4 25 s 02:00 AM 4 4 3 2 13 03:00AM 2 3 3 4 12 04:00 AM 3 2 2 10 17 : 05:00 AM 5 6 14 24 49 06:00 AM 19 46 65 105 235 07:00 AM 80 121 127 193 521 08:00 AM 209 266 283 301 1,059 09:00 AM 310 277 172 176 935 10:00 AM 152 169 119 111 551 11:00 AM 119 133 107 124 483 12:00 PM 132 155 143 147 577 01:00 PM 145 150 167 175 l 637 02:00 PM 171 163 150 154 638 nano PM 144 120 136 132 532 04:00 PM 136 124 134 133 € 527 05:00 PM 145 119 171 164 ` 599 06:00 PM 195 146 169 141 651 07:00 PM 119 105 104 103 431 06:00 PM 90 76 75 90 331 09:00 PM 89 65 76 62 292 10:00 PM 64 59 61 50 234 11:00 PM 41 26 27 22 116 24-HOUR TOTAL 9,512 AM Peak Hour. PM Peak Hour. EASTBOUND Project No.: Count Date: BEGIN TIME " WESTBOUND 1st 1/4 2nd 114 3rd 1/4 4th 114 TOTAL 12:00 AM - 23 19 15 18 75 01:00 AM 13 8 6 7 34 02:00 AM 6 5 6 5 22 03:00 AM 6 3 1 2 12 04:00 AM 2 1 6 4 13 05:00 AM 2 1 11 9 23 06:00 AM 15 22 29 35 101 07:00 AM 37 51 60 66 214 08:00 AM 83 126 105 132 446 09:00 AM 109 69 82 69 329 10:00 AM 104 89 88 99 380 11:o0 AM 85 98 114 131 428 12:00 PM 136 148 155 129 568 01:00 PM 124 156 133 147 560 02:00 PM 130 122 140 112 504 03:00 PM 154 153 151 137 595 04:00 PM • 142 160 158 187 647 05:00 PM 254 240 145 230 869 06:00 PM 248 226 201 163 838 07:00 PM 172 198 144 118 632 08:00 PM ' 127 136 98 90 451 . 09:00 PM ' 104 101 121 108 434 10:on PM 103 87 68 63 321 11:00 PM 48 52 26 34 160 124-HOUR TOTAL J 8,656 DAILY TRAFFIC COUNT SUMMARY Time: 08:30 AM Volume: 1,171 Time: 01:30 PM Volume: 676 AM Peak Hour: PM Peak Hour: 04222 9/29/04 TWO -WA TOTAL 122 59 35 24 30 72 336 735 1,505 1.264 931 911 1,145 1,197 1,142 7 1,127 1,174 1,468 1,489 1,063 782 726 555 276 18,168 AM Peak Hour Time: 11:45 AM Volume: 570 PM Peak Hour. Time: 05:45 PM Volume: 905 EASTBOUND AND WESTBOUND Tone; K-factor: D-factor. Time: K-factor: D-factor: 08:15 AM 9.0% 711% EB 05:45 PM 87% 57.3% WB Volume: 1,632 PHF; 0.94 Volume: 1,579 PHF: 0,89 coral way east 1 ave_wednesday.xls • • • DAVID P&UMMER & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS South Miami Avenue Condo Coral Way West of SW 1 Avenue Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND lst 1/4 2nd 1/4, 3rd 1/4 4th 114 TOTAL. 12:00 AM 19 22 12 8 61 01;03 AM d 1 13 8 3 23 02:00 AM 4 1 3 1 9 03:00 AM 6 3 3 2 14 04:00 AM 6 6 10 8 30 05:00 AM 7 12 17 25 81 ! 06:00 AM 36 44 66 93 239 07:00 AM 95 118 141 182 536 '. 08:03AM 218 277 265 294 1,054 09:00 AM 274 216 141 139 770 10:00 AMA 131 129 117 112 489 11:00 AM 113 102 117 107 439 _, 12:00 PM 123 143 148 154 568 I 01:00 PM 140 151 137 139 567 ! 02:00 PM 1 141 132 131 142 546 03:00 PM 105 128 124 122 479 i 04:00 PM 104 116 95 104 419 05:00 PM ', 140 152 118 131 541 08:00 PM 139 144 139 122 544 07:00 PM 115 115 107 92 429 08:00 PM 86 111 77 98 372 09:00 PM 68 87 64 61 280 10:00 PM 1 67 51 46 37 201 11:00 PM 47 27 39 25 1 138 24-HOUR TOTAL 8 809 EASTBOUND Project No.: Count Date: , BEGIN TIME WESTBOUND 1st 114 2nd 1/4 3rd 1/4 4th 1!4 TOTAL, 12:03 AM 23 17 20 20 80 01;00AM 14 15 7 3 39 02:00 AM 4 9 8 1 22 03:00 AM 6 9 2 7 24 04:00 AM 3 3 3 5 14 05:00 AM 5 7 8 12 32 06:00 AM 25 33 40 54 152 07:02 AM 56 72 95 125 348 Oa:oc AM 113 152 146 121 532 09:00 AM 115 123 115 108 461 10:00 AM 118 128 108 134 488 11:00 AM 133 126 156 168 583 12:00 PM 188 181 186 179 734 01:00 PM 195 223 154 182 754 02:on PM 202 214 184 196 796 03;00 PM 185 210 256 193 844 04:00 PM 207 209 217 227 860 05:o0 PM 343 388 308 270 1,309 06:00PM 286 311 289 272 1,158 07:00 PM 216 203 160 120 699 06:oo PM 142 136 106 100 484 09:00 PM 106 80 84 80 350 10:00 PM 82 76 61 47 266 11:00 PM 59 47 34 52 192 124-HOUR TOTAL 11,221 DAILY TRAFFIC COUNT SUMMARY 04222 1016104 TWO-WAY TOTAL 141 62 31 38 44 93 391 884 1,586 1,231 977 1,022 1,302 1,321 1,342 1,323 1,279 1,850 1,702 1,128 856 630 467 330 20,030 AM Peak Hour Time: 08:15 AM Volume: 1,110 AM Peak Hour. Time: 11:45 AM Volume: 723 PM Peak Hour. Time: 12:30 PM Volume: 593 PM Peak Hour. Time: 05:00 PM Volume: 1,309 AM Peak Hour: PM Peak Hour: EASTBOUND AND WESTBOUND Time: 08:15AM Volume-, 1,644 K-factor: 8.2% PHF: 0.96 il-factor: 67,5% E8 Time: 05:00 PM Volume: 1,850 K-factor: 9.2% PHF: 0.86 0-factor: 70.8% WB coral way_west 1 ave_wednesday_0ct 6.xls