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Home My WebLink AboutTraffic Impact Analysis - Part I• • DAVID PLUMMER & ASSOCIATES, INC. TRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL Letter of Transmittal Attention: Ms. Vicky Garcia -Toledo To: Bilzin Sumberg Baena Price & Axelrod From: Rita Carbonell 200 S Biscayne Boulevard, Suite 2500 Date: October 7, 2004 Miami, FL 33131 DPA Project #: 04188 cc: file Via: X Mail Courier Hand Deliver Federal Express We are sending you: X Attached The following items: Under Separate Cover Via: Shop Drawings Prints Plans Samples Specifications X Copy of Letter Change Order Other: — Copies Date No. 1 10/04/04 Description Approval letter from URS for Biscayne Park MUSP Traffic Impact Study These are transmitted as checked below: For Approval X For Your Use As Requested For Review & Comment Approved As Submitted Approved As Noted Returned For Corrections Other: Resubmit copies for approval Submit —copies for distribution Return corrected prints Remarks: Enclosed please find a copy of the approval letter from URS in regards to the Biscayne Park MUSP Traffic Impact Study. Please do not hesitate to call us if you have any questions or comments. 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpaC @dpfurnmer.com SIGNED EXCEEDING CLIENT EXPECTATIONS lo October 4, 2004 • Ms. Lilia I. Medina, AICP Assistant Transportation Coordinator City of Miami, Office of the City ManagerfTransportation 444 SW 2"d Avenue (10th Floor) Miami, Florida 33130 Re: Biscayne Park Sufficient Letter — W.O. # 78 Dear Ms. Medina: Via Fax and US Mail Subsequent to our September 13th 2004 review comments for the subject project, we have received a revised traffic impact report prepared by David Plummer & Associates, Inc. (DPA) with a formal response dated September 28th 2004. Copy of the response letter is attached herewith. We have reviewed the revised study and conclude that all issues raised in the original review comments have been adequately addressed and the traffic impact report is found to be sufficient. Please note the report does not provide any information regarding delivery vehicle maneuverability within the project site. However, as this project progresses through the review process, the applicant must submit an acceptable site circulation plan for approval by the City staff. Should you have any questions, please call me or Quazi Masood at 954.739.1881. Sin U Y, rpo outhern Ra Shanm .am, '.E. Se for Traffic ngineer cc: Mr. Kevin Walford, Planner ! City of Miami (Via Fax and US Mail) Ms. Rita Carbonell, David Plummer & Associates, Inc. (Via Fax) Attachment: URS Corporation Lakeshore Complex 5100 NW 33rd Avenue, Suite 150 Fort Lauderdale, FL 33309-6375 Tel: 954.739.1881 Fax: 954.739.1789 DAVID PLUMMER & ASSOCIATES TRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL September 28, 2004 Mr. Quazi Masood URS Corporation Lakeshore Complex 5100 NW 33Ta Avenue, Suite 150 Fort Lauderdale, Fl 33309 954-739-1881 954-739-1789 (fax) Re: Biscayne Park- #04188 Dear Mr. Masood, Enclosed is a copy of the revised Biscayne Park Major Use Special Permit Traffic Impact Study, along with responses to the comments. Response: Comment 1: The eastern study boundary was extended from Biscayne Boulevard (consistent with the is revised methodology) to Biscayne Bay. Comment 2: It is expected that the minor street approach will have significantly higher delay than the major approach. Therefore the major approach LOS for the unsignalized intersections is reported in Exhibit 6. The major approach for the unsignalized intersections operate within the LOS standard adopted by the city. Comment 3: With the extension of the eastern study boundary to Biscayne Bay, the following projects were included as committed developments: Biscayne Bay Tower (Blue); Biscayne Village; Sky Residences; Bay 25 (Star); Platinum Condominium; Edgewater Tower (Rosabella); Biscayne Bay Lofts (Onyx); Uptown Lofts; and New Wave. Comment 4: These additional committed developments were grouped together by their corresponding TAZ and distributed to the study intersections and segments. Appendix E of the MUSP traffic impact study includes the trip generation and land uses codes for each TAZ respectively. Should you have any questions, please call me at 305-447-0900. Sincerely, Ca4b3),Q0 Rita Carbonell inkProject Engineer cc: file, Lilia Medina, Carlos Melo comments_let_092804.doc dpo Prepared by David Plummer & Associates, Inc. July 2004 DPA Project #04188 1 10. Biscayne Park MUSP Traffic Impact Study List of Exhibits EXECUTIVE SUMMARY 1.0 INTRODUCTION 2 1.1 Study Area 2 1.2 Study Objective 4 2.0 EXISTING TRAFFIC CONDITIONS 5 2.1 Data Collection 5 2.1.1 Roadway Characteristics 5 2.1.2 Traffic Counts 6 2.1.3 Intersection Data 6 22 Corridor Capacity Analysis 9 2.3 Intersection Capacity Analysis 11 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS 13 4.0 FUTURE TRAFFIC CONDITIONS 14 4.1 Background Traffic 14 4.2 Committed Developments 14 4.3 Project Traffic 14 4.3.1 Project Trip Generation 14 4.3.2 Project Trip Assignment 17 4.4 Future Corridor Capacity Analysis 21 4.5 Future Intersection Capacity Analysis 21 4.6 Site Access 25 TABLE OF CONTENTS Page ii 5.0 CONCLUSIONS Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Approved Transportation Methodology & Site Plan Traffic Counts & Signal Timing FDOT's Quality/LOS Handbook --- Generalized Tables Downtown Miami DRI Increment II Transit Ridership Intersection Capacity Analysis Worksheets Committed Development Information Traffic Control Measures Plan 1 26 Page i Biscayne Park MUS'P Traffic Impact Study LIST OF EXHIBITS Exhibit Page 1 Location Map 3 2 2004 PM Peak Hour Traffic Volumes 7 3 Existing Lane Configurations 8 4 Existing Corridor and Transit Conditions 10 5 Person -trip Volume and Capacity — Existing Conditions Matrix 12 6 2004 Intersection Capacity Analysis Results 11 7 Future Lane Configuration 15 8 Future PM Peak Hour Traffic Volumes without Project 16 9 PM Peak Hour Project Trip Generation 18 10 Cardinal Distribution 19 11 PM Peak Hour Project Vehicular Trips Assignment 20 12 Person -trip Volume and Capacity — Future Conditions Matrix 22 13 Project PM Peak Hour Vehicular Volumes 23 14 Future with project PM Peak Hour Vehicular Volumes 24 15 Future Intersection Capacity Analysis 21 Page ii Biscayne Park .41U ASP Traffic Impact ,Study EXECUTIVE SUMMARY The Biscayne Park project is a proposed mixed -use development located on the west side of Biscayne Boulevard between NE 24 Street and NE 25 Street in Miami, Florida. The project consists of approximately 214 rental apartments, 8,700 SF of retail space, and 13,000 SF of office space. Primary access to the site is proposed on NE 25 Street via a two-way driveway. A second driveway to the site is located on NE 24 Street. Build out of the project is anticipated by the year 2007. The subject site is located just outside 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 Biscayne Park fvMUSP Traffic Impact Study 1.0 INTRODUCTION The Biscayne Park project is a proposed mixed -use development located on the west side of Biscayne Boulevard between NE 24 Street and NE 25 Street in Miami, Florida (see Exhibit 1). The project consists of approximately 214 rental apartments, 8,700 SF of retail space, and 13,000 SF of office space. Primary access to the site is proposed on NE 25 Street via a two-way driveway. A second driveway to the site is located on NE 24 Street. A copy of the site plan is included in Appendix A. Build out of the project is anticipated by the year 2007. The subject site is located just outside the boundaries of the Downtown Miami Area -wide DRI. 1.1 Study Area Consistent with the approved methodology for this project (see Appendix A) the traffic study was performed for PM peak conditions. For traffic analysis purposes, the study area has been defined as NE 36 Street to the north, NE 20 Street to the south, North Miami Avenue to the west, and Biscayne Boulevard to the east. Corridor capacity analysis was perfoi...ed for Biscayne Boulevard and NE 20 Street. Intersection capacity analysis was performed for the following intersections: • NE 24 Street / Biscayne Boulevard • NE 25 Street / Biscayne Boulevard • NE 26 Street / Biscayne Boulevard • NE 24 Street / NE 2 Avenue • NE 24 Street / NE 2 Court • NE 25 Street / NE 2 Avenue Page 2 • 0 0 0 0 1 r r 1 11 1 1 i 1 1 1 1 1 1 1 1 0 1 I10 . dPa PFDJECT: BISCAYNE PARK MUSP TRAFFIC IMPACT STUDY LOCATION MAP EXHIBIT No. Page 3 1 / &seayne Park MUSP Traffc Impact Study 1 1 1 1 1 1 1 1 411 1 1 1.2 Study Objective The objective of this traffic study is to assess possible PM peak hour impacts on the project area corridors using the person -trip corridor capacity method. This method is designed to meet the challenges posed by Florida's growth management laws: to promote compact urban development, discourage suburban sprawl and improve urban mobility. The method is consistent with the City's Comprehensive Plan and promotes improved transportation efficiency through increased private vehicle occupancies, thus making mass transit a full partner in the urban transportation system. Page 4 Biscayne Park MUSA Traffic Impact Srudy 1. 2.1 Data Collection 1 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 ! 111 Exclusive left turn lanes are provided at major intersections. On -street parking is prohibited. The posted speed limit is 30 mph. NE 20 Street NE 20 Street between North Miami Avenue and Biscayne Boulevard is a two-way, two-Iane 10 undivided roadway. On -street parking is prohibited. There are no posted speed limit signs within the study area. NE 24 Street NE 24 Street is a local roadway that provides east/west access within the study area. It is a two- way, two-lane undivided roadway. On -street parking is prohibited and there are no posted speed limit signs within the study area. • NE 25 Street NE 25 Street is a local roadway that provides east/west access within the study area. It is a two- way, two-lane undivided roadway. On -street parking is not permitted and there are no posted speed limit signs within the study area. Page 5 2.0 EXISTING TRAFFIC CONDITIONS Biscayne Boulevard Biscayne Boulevard (US-1) is a major arterial that provides north/south access throughout the City of Miami from downtown (the CBD) north to the Broward County line. Between NE 20 Street and NE 36 Street, Biscayne Boulevard is a two-way, four -lane divided roadway. Bie'cayne Park MUSP Traffic Impact Study NE 2 Avenue NE 2 Avenue is a minor arterial that provides north/south access within the study area. NE 2 Avenue is a two-way, four -lane undivided roadway within the project limits. On -street parking is prohibited. There are no posted speed limit signs within the study area. 1 1 NE 2 Court 1 NE 2 Court is a two-way, two-lane undivided roadway within the project limits. There are no posted speed limit signs within the study area. r 1 1 2.1.2 Traffic Counts 1 I Consistent with the methodology submitted to and approved by the City, peak period vehicle 1 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 I of Transportation (FDOT). Traffic counts are included in Appendix B. Exhibit 2 shows the adjusted 2004 PM peak season, peak hour period traffic volumes at the study intersections. 1 1 I I A field survey was conducted to deteiiiiine 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 infolination 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. I 10 111 1 NIP 1 2.1.3 Intersection Data 1 1 Page 6 • 1 1 1 • r 1 1 1 1 1 1 16.L. I I I I I I I I I I I _......,- 5 -- 20 NE 26 ST NE 25 TERR NE 25 ST m 22 20- 15 19 § 46 L -26 11 NE 24 ST NE 23 ST 3 9 T 1 12- nea 0 m 12� PROJECT SITE 13 12 V [*1 2 27 10 cNi 2 8 6 17 36 -- 0 4 i dPe PROJEC Tv BISCAYNE PARK MUSP TRAFFIC IMPACT STUDY TSTLE: BISCAYNE BLVD EXISTING PM PEAK TRAFFIC VOLUMES N.T.S. EXHIBIT No. 2 Page 7 NE 26 ST NE 25 TERR NE 25 ST NE 24 ST PROJECT SITE NE 23 ST 0 z W z BISCAYNE BLVD N.T.S. dP PACIJECT: BISCAYNE PARK MUSP TRAFFIC IMPACT STUDY TILE EXISTING LANE CONFIGURATION EXHIBIT No. Page 8 3} Biscayne Park MUSP Traffic Im aasct Study 1 1 1 1 1 1 1 1 1 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 info! illation was obtained directly from Increment II of the Downtown Miami Area -wide DRI. Page 9 w w w w� w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ww w w w .13 stl 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 V] Metrorail Capacity [21 Total Metromover Ridership [21 Metromover Capacity 121 Total Transit Ridership [21 Transit Capacity [21 BISCAYNE BOULEVARD NE 36 STREET NE 29 STREET NE 29 STREET NE 20 STREET NE 20 STREET NE 2 AVENUE N. MIAMI AVENUE Notes: NB SB NB 88 EB NIB 2L0 2LD 2LD 2LD 1LU ILU DPA - PM DPA - PM DPA - PM DPA - PM DPA - PM DPA - PM 1603 1653 1494 1080 267 248 1.02 1.02 1.02 1.02 1.02 1.02 1635 1584 1524 1102 272 251 1660 1660 1660 1660 850 850 523 416 523 416 27 18 1472 2252 1472 2252 195 195 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 523 416 523 416 27 18 1472 2252 1472 2252 195 195 [1] Peak Hour Directional Maximum Service Volumes are obtained from FDCT's Quality/Level of Service Handbook [2] Transit and roadway information obtained from the Downtown Miami DRI Increment if • • • 1 1 1 1 1 r r • • • • •• • • • 10 Biscayne Park MUSP Traffic Tn(pact 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 six intersections operate within the standard adopted by the city. Exhibit 6 2004 Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U Existing LOS' NE 24 Street / Biscayne Boulevard U B NE 25 Street / Biscayne Boulevard U B NE 26 Street / Biscayne Boulevard S A NE 24 Street / NE 2 Court U A NE 24 Street / NE 2 Avenue U B NE 25 Street / NE 2 Avenue U B o...._..... roan Notes : ' LOS is for the Major Street for unsi U= unsignalized S= signalized alized intersections. Page 11 IF Mr VP Mir w w w ww ww IMP IMP 111, 1114 111, MI Mr IV WWII" W WM. W 1111, NV W W 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 Jb) - (d) (f) Total Pers-Trip Capacity (9) Total Pers-Trip Volume (h) Pers-Trip Excess Capacity -(f)-(g (i) Segment Pers-Trip Capacity b)+(f1 (J) Segment Pers-Trip Volume (d)+(g) (k) Pers-Trip Excess Capacity li...(j) (I) Segment Person Trip v/c (ij(i) LOS iti [2] 13i (41 151 l6] Vi BISCAYNE BOULEVARD NE 36 STREET NE 29 STREET NB 1660 2656 1635 2289 367 1472 523 949 4128 2812 1316 0.68 D SB 1660 2656 1584 2218 438 2252 416 1836 4908 2634 2274 0.54 D NE 29 STREET NE 20 STREET NB 1660 2656 1524 2133 523 1472 523 949 4128 2656 1472 0.64 D SS 1660 2656 1102 1542 1114 2252 416 1836 4908 1958 2950 0,40 D NE 20 STREET NE 2 AVENUE N. MIAMI AVENUE ES 850 1360 272 381 979 195 27 168 1555 408 1147 0.26 C WB 850 1360 251 351 1009 195 18 177 1555 369 1186 0.24 C Notes: [1) The Roadway Vehicular Capacity is obtained from Exhibit 4. (2) Person -Trip capacity is derived by applying a 1.6 vehicle occupancy to the vehicular capacity. (31) 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). Brsca nc Park MUSP Traffic Impact Study 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2004 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 13 Biscayne Park Nit SP Traffic Impact Study 1 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic � Consistent with other traffic studies perfoiiied in the area, a conservative two (2) percent growth factor was 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 city staff, City of Miami Planning and Zoning Department Report on Private Development From 1996 to Present (Updated through July 11, 2004). 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 Biscayne Park 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 I/ 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 volumes from the committed developments are also included in Appendix E. Future traffic volumes were projected for the build -out year 2007. Exhibit 8 shows the projected turning movement volumes without the project. 0 4.3 Project Traffic 1 4.3.1 Protect Trip Generation Project trip generation is 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 .410 1 Page 14 1 1 1 1 1 1 1 1 1 1 1 1 1 r r� r 1 r M r r r r 1 r r r r C RAIL ROAD YARDS PROJECT: BISCAYNE PARK MUSP TRAFFIC IMPACT STUDY r1l I fl I i Ir LEGEND �3 S T A - SHOPS AT MIDTOWN MIAMI B - 2 MIDTOWN TITLE: COMMITTE❑ DEVELOPMENT MAP EXHIBIT No, 7 Page 15 17 5 22 NE 26 ST NE 25 TERR 24 2 6 NE 25 ST 22 16 —.- 21 49 �...._...._.- 1 1 27 12 3 10 NE 24 ST 31 a PROJECT SITE �— 28 t 11 2 —4 1 --t Y 3 38 0 4 13 0 13 NE 23 ST F- CC 14 13 6 1 18 VI N CO CID BISCAYNE BLVD N. T. S. Pa PROJECT: BISCAYNE PARK MUSP TRAFFIC IMPACT STUDY TITLE: FUTURE WITHOUT PROJECT PM PEAK TRAFFIC VOLUMES EXHIBIT No. 8 Page 16 Biscayne Park MUSP Traffic Impact Study following procedures consistent with the City's Comprehensive Plan and the approved methodology: • The gross vehicular trip generation for each land use was deteiisiined using the Institute of Transportation Engineers (ITE) Trip Generation 7th Edition rates or foimulas. • 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 14.9% to reflect transit usage based on projected modal splits using data from Increment 11 of the Downtown DRI. • Gross vehicular trips were also reduced by 10% for pedestrian/bicycle based on estimates from Increment II of the Downtown DRI since project is within such close proximity. • 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. 410 • The net external person -trips were obtained by adding together the project net external person -trips for the vehicle and transit modes. A trip generation summary for the project is provided in Exhibit 9. 4.3.2 Protect Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 503, 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 4111 vehicular trip assignment to the impacted roadway segments and intersections. Page 17 iiii�iIII iiiiiiIII iMP' iIMF iwMIiIII !#iiiIII iIII lair iis i ii i i i USES High -Rise Apartments Specialty Retail General Office GROSS VEHICLE TRIPS Exhibit 9 PM Peak Hour Trip Generation Analysis UNITS 214 DU 8,700 SQ. FT. 13,000 SQ. FT. ITE Land Use Code 222 814 710 Vehicle Occupancy Adjustment @ 16% of Gross External Trips (1) Transit Trip Reduction @ 14.90% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) NET EXTERNAL VEHICLE TRIPS Net External Person Trips in Vehicles @ Net External Person Trips using Transit @ Net External Person Trips (vehicles and transit mode Net External Person trips walking 1 using bicycle 1.40 1.40 Persons/ Vehicle Persons/ Vehicle 1.40 Persons/ Vehicle PM PEAK HOUR TRIPS I OUT TOTAL Trips % Trips Trips 61% 44% 17% 49 19 3 39% 56% 83% 32 24 16 81 43 19 50% nal 50% 50% 50% 50% 11 11 7 50% 50% 50% — 12_ 11 7 23 21 14 50% III 50% 85 ---MEI MINI 50% 50% 50% 59 15 74 50% 50% 50% 60 15 75 118 30 148 50% 10 50% 10 20 Notes (1) A 16% reduction to adjust for the difference between ITE auto occupancy and local data (Miami's 1.4 vs. ITE's 1.2 pers/veh) (2) Transit trip reduction based on projected modal splits used in the Downtown Miami DRI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DR! Increment II • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Biscayne Park MUS'P Traffic Impact SIuy Exhibit 10 Cardinal Distribution of Trips TAZ 503 Cardinal Direction Distribution TAZ 503 NNE ENE ESE SSE SSW WSW WNW NNW 13.58% 4.53% 5.30% 9.67% 12.94% 21.33% 15.29% 17.36% Total 100.00% Page 19 1 r r r r r IK NE 2& ST NE 25 TERR rW-- (5%1 r 30% j I a NE 25 ST L 1L NE 24 ST r PROJECT SITE �(,0%, J1L r«5%1-} ,5% I i 10% �p E a 1 �-- (low NE 2 CT (5%} F L 3% je j -1 E NE23ST t d I 3% J 'a 3E e Es (5%1 I L 4% •• • • (15%1 BISCAYNE BLVD -1 I e, Q 2 n NE 22 ST NE 21 ST 1r I r 2% (5%) m A o i 1 X m J 1 NE 20 ST ..--(15%) 15%---15%J N.T.S. LEGEND XX - ENTER (XX) - EXIT PRJEC T: BISCAYNE PARK MUSP TRAFFIC IMPACT STUDY TITLE: PROJECT TRIP ASSIGNMENT EXHIBtT No. Page 20 • I • 1 1 1 1 1 1 1 1 1 1 1 1 1 Biscayne Park MUSP Traffic Impact Stu 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 2007 person -trip volume without project. The net external project person -trips were then added to get the future person -trip volumes with project. These volumes were compared to the future person -trips capacities to detelinined 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 2004 existing traffic to get the total year 2007 vehicular traffic without project on the study intersections. The project trips were then added to obtain the future with traffic volumes. Exhibit 13 shows the project PM peak hour vehicular volumes and Exhibit 14 shows the total (with project) PM peak hour vehicular volumes at the intersections under study. Results of the future intersection analysis show that all intersections will operate within the LOS E standard adopted by the city. Exhibit 15 shows the resulting LOS at the intersections under study. Intersection capacity analysis worksheets are provided in Appendix D. Exhibit 15 Future Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U Future Without Project' ' Future With Project' NE 24 Street / Biscayne Boulevard U C C NE 25 Street / Biscayne Boulevard U C C NE 26 Street / Biscayne Boulevard S A A NE 24 Street / NE 2 Court U A A NE 24 Street / NE 2 Avenue U B B NE 25 Street / NE 2 Avenue U B B Notes : I LOS is for the Major Street for un Li= unsignalized S= signalized finalize ters tions. ource: Page 21 !_�____ 'Mr IOW ___ NIP' Mr MI_MI .P______i 41 t Z74 7 � Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix Without Project With Project (a) (b) (c) (d) (e) (t) (g) (h) (i) fl) (k) Existing Future Committed Future Projected Future Future w/out Proj Project Total Future Future with Pro,' Dir Pers-Trip Bkg. Development Pers-Trip Transit Pers-Trip Pers-Trip Pers-Trip Pers-Trip Pers-Trip Pers-Trip Corridor Volumes Pers-Trip Pers-Trip Volumes Capacity Capacity v/c LOS Volume Volumes Capacity vie LOS 2.0% From To ` 3 (b)++cl (d)+(h) ��/c) BISCAYNE BOULEVARD [1] [2] 13] [41 .d)/(f) [5] [6] , [4] tsl NE 36 STREET NE 29 STREET NB 2812 2984 0 2984 78 4206 0.71 D 2 2986 4206 0.71 D SB 2634 2795 6 2801 1530 6438 0.44 D 3 2804 6438 0.44 D NE 29 STREET NE 20 STREET NB 2656 2819 17 2836 78 4206 0.67 D 2 2838 4206 0.67 D 88 1958 2078 14 2092 1530 6438 0.32 C 2 2094 6438 0.33 C NE 20 STREET NE 2 AVENUE N. MIAMI AVENUE ES 408 433 2 435 -9 1546 0.28 C 2 437 1546 0,28 C WB 369 392 6 398 -9 1546 0.26 C 2 400 1546 0.26 C Notes: [1] The Existing Person Trip Volume is obtained from Exhibit 5, column (j) j2j 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 (Table 21.D10 column (4) - Table 21.A7 column (15)) [4] The Total Future Peak Hour Person Trip Capacity is obtained by adding ail 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 (Net External Person Trips (Vehicles + Transit)) NE 26 ST NE 25 TERR I_rsl ; r — 113 �I { J I NE 25 ST e > I L NE 24 ST IL t-t., PROJECT SITE iT . L$ j'1 (11) JI l i I r ry a g ",,,,,,,� "H 1 v (2) —} 1 v n NE 23 5T m - I— (2) 1 V J L I" 1 m z 0, fmF m 1 - s NE 22 ST ro jm k NE 21 ST 1 —'�' -II ti --. (5) J J NE 20 ST $-... 8J 1 I TI PROJECT: BISCAYNE PARK MUSP TRAFFIC IMPACT STUDY PM PEAK HOUR PROJECT TRIPS N. T. S. LEGEND XX - ENTER (XX) - EXIT EXHIBIT No. 13 .Page 23 • 1 r 1 1 1 1 1 0164. 0 � rr NE 26 ST 4-17 5 22 NE 25 TERR 0 NE 25 ST 33 2 8 -.-- - 41 13 0 22 16 21 CO CO 49 27 NE 24 ST 12 3 10 O CA N IT 35 ti- 1 f 12 17 —. 11 —i PROJECT SITE rn j � m lI 1 t___ 8 —28 f-11 c) 13 1 — 11 w T. cn r- N N m p 4 NE 23 ST 13 - 0 —►^ 13� cv w z I cO r O ' M 8 T 22 N 04 O BISCAYNE BLVD N.T.S. PROJEC T: BISCAYNE PARK MUSP TRAFFIC IMPACT STUDY TITLE: FUTURE WITH PROJECT PM PEAK TRAFFIC VOLUMES EXHIBIT No. 14 Page 24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Biscayne Park IvfLSP Traffic Impact Study 4.6 Site Access Primary access to the site is proposed on NE 25 Street via a two-way driveway. A second driveway to the site is located on NE 24 Street. No conflicts will occur with proposed driveways. The project trips were assigned to the driveways and analyzed. Unsignalized TICS analysis results show adequate operations. The analysis worksheets are included in Appendix D. Page 25 Bison ne park MUST Traffic Impact Study • r4I1 • 1 1 1 1 1 1 ri" r 1 1 1 • • 1 1 • 1 1 00 1 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of Biscayne Park was perfoimed in accordance with the approved methodology submitted to the city. Analysis of future (2007) traffic conditions with the project during the PM peak hour shows that the City of Miami's adopted Level of Service standards will not be exceeded. Adequate capacity during the PM peak hour is available to accommodate the proposed project trips within the study area at the intersections and on the transportation corridor segments analyzed. A traffic control measures plan has been developed for this project. The plan is included in Appendix F. cusp report.doc Page 26 • • • r 1 • • Appendix A • • i Approved Transportation �� Methodology r Site Plan • • • DAVID PLUMMER & ASSOCIATES, INC. TRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL To: Affiliation: From: RE: cc: Facsimile Transmission Ms. Jenn King, PE URS Corporation Rita Carbonell Biscayne Park - #04188 Lilia Medina, Jose Melo, file Fax #: Phone #: Date: Pages: (954) 739-1789 (954) 739-1881 July 14, 2004 2 page(s), including cover Jenn: This will serve as our methodology for the subject MUSP traffic impact study. For ease of review, the changes from the methodology dated July 9, 2004 are in bold italics. 25 Plaza Corp is pursuing City of Miami approvals for a residential project located on the west side of Biscayne Boulevard between NE 24 Street and NE 25 Street in Miami, Florida. The project consists of approximately 214 rental apartments, 8,700 SF of retail space, and 13,000 SF of office space. Primary access to the residential component of the site is proposed on NE 25 Street via a two-way driveway. A secondary service driveway which provides access to the office component of the site is located on NE 24 Street. The subject site is located just outside the limits of the Downtown Miami Area -wide DRI. • The study limits are NE 36 Street to the North, NE 20 Street to the South, Biscayne Boulevard to the East, and North Miami Avenue to the west. • Turning movement traffic counts are to be collected during the PM (4:00-6:00) peak period at four major intersections in the immediate project vicinity. 1. NE 24 Street / Biscayne Boulevard 2. NE 25 Street / Biscayne Boulevard 3. NE 26 Street / Biscayne Boulevard (Signalized) 4. NE 24 Street / NE 2 Court 5. NE 24 Street / NE 2 Avenue 6. NE 25 Street / NE 2 Avenue In addition to these intersections, we will analyze the project driveways. • Segment traffic volumes will be collected as 24-hour machine counts at the following locations: 1. Biscayne Boulevard between NE 36 Street and NE 29 Street 2. Biscayne Boulevard between NE 29 Street and NE 20 Street 3. NE 20 Street between NE 2 Avenue and North Miami Avenue 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com d P • • • • . 11 •• 1 • 1 • • • r • • • • M M • • ' r 1 0 i 0 1 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 (Biscayne Boulevard and NE 20 Street) 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 11 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: 1. Determine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (ITE) Trip Generation, ph Edition rates or formulas. 2. 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). 3. Reduce gross vehicular trips by a transit reduction based on projected modal splits from Increment If of the Downtown DRI. (Project is just one block north of the Downtown DRI boundary. Additionally analyzed links are included in the DRI analysis. ) 4. Reduce gross vehicular trips by a pedestrian/bicycle reduction based on estimates from Increment II of the Downtown DRI. (Project is just one block north of the Downtown DRI boundary. Additionally analyzed links are included in the DRI analysis.) 5. Establish the net external vehicle trips. 6. Convert the net external vehicle trips to person -trips using 1.4 persons per vehicle pursuant to City standards. 7. Convert the vehicular trips assigned to transit back to person -trips using 1.4 persons per vehicle pursuant to City standards. 8. Add together the project net external person -trips for the vehicle and transit modes. Background Traffic. A growth factor consistent with historical annual growth in the area will be applied to the existing traffic volumes. Committed Developments. Will be based on list of relevant projects provided by the city on July 11, 2004. Committed development trips will also be converted to person -trips based on the methodology described above. In addition, the Buena Vista Regional Activity Center (RAC) will be included as a committed development if a traffic study is provided by the City of Miami traffic consultant. 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. If you have any questions you can contact me at (305) 447-0900. 1750 PONCE OE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa G dpturnmer.com traffic_rneth_071404.doc W Mr IP Wig IP MP Mr IV IP W W IP IP IP 1W W W IP waT wwwwwwwwwwwwww 111, W (A.") SITE /IAN VW • -re ' NI 25th STREET N.E. 24th. STREET • RFAXN11,41. WADING TERRACE 11 PROPOSED PPAR'tMENT &IOC. fOR BISCAYNE PARK 2M7 AND 2707 N.W. 25th AMT. 1.441,41, ft 13141 i • • • • • 1 1 1 1 1 1 1 • • Appendix B • i Traffic Counts • i Signal Timings r r r r IP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• 1 r r r r r r r r r r r r r r r Raw Traffic Counts 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 : D0713005.PRN 'Station : 000000071201 Identification : 000110252090 Interval : 15 minutes Start date : Jul 13, 04 Start time : 00:00 'Stop date : Jul 13, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade 'Location : Biscayne Blvd South of NE 32nd Street ******************************************************************************* 'Jul 13 Northbound Volume for Lane 1 0End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 130 55 ---- 47 29 16 29 71 122 T189 220 -208 239 ' 30 106 65 24 21 22 30 76 138 187 207 236 264 45 76 52 32 26 28 46 85 157 192 193 230 318 ' 00 90 38 27 27 26 55 99 176 218 225 197 321 0Hr Total 402 210 130 103 92 160 331 593 786 845 871 1142 1End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 320 326 304 345 392 -330 454 -271 197 -----223 174 143 30 323 300 267 328 395 397 375 250 206 186 168 149 ' 45 308 344 296 368 421 407 304 229 188 207 139 114 00 354 318 312 355 430 434 320 222 183 199 157 109 'Hr Total 1305 1288 1179 1396 1638 1568 1453 972 774 -815 638 515 I I 4"Hour Total : 19206 PAM peak hour begins : 11:30 AM peak volume : 1282 Peak hour factor : 0.99 'PM peak hour begins : 17:15 PM peak volume : 1692 Peak hour factor :•0.93 ******************************************************************************* 'Jul 13 Southbound Volume for Lane 2 'End Time 00 01 02 03 04 05 06 07 08 09 10 11 r 15 85 58 38 14 27 38 -113 296 -386 462 324 311 ' 30 63 47 39 22 26 56 144 286 427 337 307 292 45 77 44 28 17 32 62 208 389 416 384 288 323 00 54 24 29 26 37 101 305 449 457 330 301 298 11HrTotal 279 173 -134 - 79 122 257 -770 1420 1686 1513 1220 1224 'End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 308 308 331 279 309 378 386 240 178 158 174 132 ' 30 288 295 299 259 364 408 265 201 201 141 163 126 45 333 326 304 295 396 448 241 216 164 188 130 96 00 388 331 317 333 419 384 256 172 201 153 145 89 'Hr Total 1317 1260 1251 1166 1488 1618 1148 -829 744 640 -612 443 1 24 Hour Total : 21393 'AM peak hour begins : 08:15 AM peak volume : 1762 Peak hour factor : 0.95 PM peak hour begins : 16:45 PM peak volume : 1653 Peak hour factor : 0.92 '******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 411 Volume Report with 24 Hour Totals Page 2 ***************************************************************************** 'Data File : D0713005.PRN 'Station : 000000071201 Identification : 000110252090 PStart date : Jul 13, 04 'S top date : Jul 13, 04 City/Town : Miami, FL Interval : 15 minutes Start time : 00:00 Stop time : 24:00 County : Dade `Location : Biscayne Blvd South of NE 32nd Street **********************************************,******************************** "Jul 13 Total Volume for All Lanes /End Tizrie 00 01 02 03 r 15 215 113 85 43 43 67 " 30 169 112 63 43 48 86 45 153 96 60 43 60 108 r 00 144 62 56 53 63 156 R- "H.r Total 681 383 264 182 214 417 1101 2013 2472 2358 2091 2366 °End Time 12 13 14 15 16 17 18 19 20 21 22 23 ° ^- 15 628 634 635 624 701 708 840 511 375 381 �348 275 r 30 611 595 566 587 759 805 640 451 407 327 331 275 " 45 641 670 600 663 817 855 545 445 352 395 269 210 00 742 649 629 688 849 818 576 394 384 352 302 198 °Hr Total 2622 2548 2430 2562 3126 3186 2601 1801 1518 1455 1250 958 ° Hour Total : 40599 PAM peak hour begins : 08:15 AM peak volume : 2579 Peak hour factor : 0.95 'PM peak hour begins : 17:15 PM peak volume : 3318 Peak hour factor : 0.97 ******************************************************************************* r r 411 • r r 04 05 06 07 08 09 10 11 184 418 575 682 532 550 220 424 614 544 543 556 293 546 608 577 518 641 404 625 675 555 498 619 r r ' Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 lie Volume Report with 24 Hour Totals Page 1 ik ************************************************** x************************** 'Data File : D0713006.PRN 'Station : 000000071202 Identification : 000058410082 Interval : 15 minutes PStart date : Jul 13, 04 Start time : 00:00 stop date : Jul. 13, 04 Stop time : 24:00 wCity/Town : Miami, FL County : Dade 'Location : Biscayne Blvd South of NE 24th Street ******************************************************************************* ',Jul 13 Northbound Volume for Lane 1 1End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 110 52 35 30 - 30 59 109 175 212 208. -222 ' 30 103 64 25 20 19 22 61 131 177 207 237 265 45 73 48 30 22 22 45 57 139 196 196 205 289 00 80 39 24 24 22 43 96 153 205 218 204 301 OHr Total 366 203 114 96 - 78 -140 -273 �532 -753 'End Time 12 13 14 15 16 15 285 280 294 312 398 375 367 236 190 r 30 315 288 245 298 339 407 366 235 212 45 301 289 273 345 382 363 297 228 189 00 336 276 301 303 374 349 318 209 178 'Hr Total 1237 1133 1113 1258 1493 1494 1348 908 769 833 854 1077 17 18 19 20 21 22 192 162 188 184 726 182 159 135 139 615 23 141 136 129 101 507 Hour Total : 17920 rAM peak hour begins : 11:30 AM peak volume : 1190 Peak hour factor : 0.94 'PM peak hour begins : 16:30 PM peak volume : 1538 Peak hour factor : 0.94 ******************************************************************************* `Jul 13 Southbound Volume for Lane 2 ',End Time 00 01 02 r 15 84 48 32 i 30 44 42 30 45 56 35 21 r 00 55 29 34 - 0Hr Total 239 154 117 10 19 14 25 68 03 04 26 28 26 35 115 05 06 07 08 34 104 238 369 376 46 129 298 355 333 70 180 328 358 328 92 223 388 402 295 242 636 1252 1484 1332 1038 1093 09 10 11 286 276 248 279 252 267 252 271 'End Time 12 13 14 15 16 17 18 19 20 21 22 23 ' -- 15 251 281 285 238 244 287 235 W216 177 135 152 107 ', 30 267 223 296 234 241 297 223 180 153 136 126 117 45 292 280 260 240 276 302 253 190 161 138 119 94 r 00 311 275 276 246 254 259 232 159 168 130 125 77 - Total 1121 1059 1117 958 1015 1145 943 745 659 539 522 -395 :Hr 24 Hour Total : 17988 PAN' peak hour begins : 08:15 AM peak volume : 1491 Peak hour factor : 0.93 PM peak hour begins : 12:15 PM peak volume : 1151 Peak hour factor : 0.93 ',******************************************************************************* NI Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 iii ****************************************************************************** ▪ Data File : D0713006.PRN "Station : 000000071202 • Identification : 000058410082 Interval : 15 minutes PStart date : Jul 13, 04 Start time : 00:00 ' Stop date : Jul 13, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade ' Location : Biscayne Blvd South of NE 24th Street ******************************************************************************* r Jul 13 Total Volume for All Lanes r End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 194 100 --67 40 41 --.64 163 347 -544 ^588 494 498 ' 30 147 106 55 39 47 68 190 429 532 540 485 544 45 129 83 51 36 48 115 237 467 554 524 457 556 1 00 135 68 58 49 57 135 319 541 607 513 456 572 Hr Total 605 357 ^T 231 164 193 -382 909 1784 2237 2165 1892 2170 'End Time 12 13 14 15 16 17 18 19 20 21 22 23 r -T- 15 536 -561 579 550 -642 662 602 452 -367 327 334 248 r 30 582 511 541 532 580 704 589 415 365 298 285 253 ' 45 593 569 533 585 658 665 550 418 350 326 254 223 00 647 551 577 549 628 608 550 368 346 314 264 178 Total 2358 2192 2230 2216 2508 2639 2291 1653 1428 1265 1137 902 Hour Total : 35908 rAM peak hour begins : 08:30 AM peak volume : 2289 Peak hour factor : 0.94 '▪ PM peak hour begins : 16:45 PM peak volume : 2659 Peak hour factor : 0.94 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 10 Volume Report with 24 Hour Totals Page 1 Data File : D0713004.PRN 'Station : 000000071203 Identification : 000058410087 Interval : 15 minutes OStart.date Jul 13, 04 Start time : 00:00 Stop date : Jul 13, 04 Stop time : 24:00 ',City/Town : Miami, FL County : Dade 'Location : NE 20th Street East of NE Miami Court ******************************************************************************* ',Jul 13 Westbound Volume for Lane 1 i End Time r 15 ' 30 45 ' 00 00 01 7 2 7 2 6 6 6 4 02 03 04 05 06 07 08 1 1 5 2 5 0 7 7 09 10 11 3 8 16 24 57 66 58 57 4 4 12 24 57 50 44 61 2 7 21 44 44 54 48 69 5 7 29 59 53 41 40 52 I Hr Total 26 14 18 10 14 26 78 151 211 211 190 239 :End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 64 47 61 50 63 77 47 40 19 15 20 13 1 30 56 53 49 64 53 39 52 25 24 14 25 11 45 67 60 52 51 68 65 38 29 33 18 15 14 00 46 48 66 50 71 55 38 34 21 15 8 12 'Hr Total 233 208 228 215 -255 r236 -175 128 ---- -T_- ---- ---- 97 62 68 50 111# Hour Total : 3143 peak hour begins : 11:15 AM peak volume : 246 Peak hour factor : 0.89 IIPM peak hour begins : 16:15 PM peak volume : 269 Peak hour factor : 0.87 ******************************************************************************* 'Jul 13 Eastbound Volume for Lane 2 'End Time 00 01 02 03 04 05 06 07 08 09 10 11 r 15 7 6 4 3 3 3 18 48 53 57 63 74 30 6 3 7 4 5 7 36 38 51 52 61 70 45 10 8 7 3 5 16 27 56 50 78 45 67 ' 00 7 8 3 3 10 16 38 65 50 58 59 62 0Hr Total 30 25 21 13 23 42 119 207 204 245 228 273 'End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 61 61 69 56 63 -72 _-53 39 48 27 21 17 ' 30 65 61 54 65 66 65 53 19 34 23 17 15 45 57 57 64 48 58 69 55 28 22 19 21 10 P 00 52 76 49 81 80 60 47 36 29 19 18 12 IIIHr Total 235 255 236 250 267 266 -208 ---- ---- ---- _^-- ---- 1124 Hour Total : 3621 'AM peak hour begins : 11:00 AM peak volume : 273 PM peak hour begins : 16:45 PM peak volume : 286 122 133 88 77 54 1 1 1 Peak hour factor : 0.92 Peak hour factor : 0.89 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ili ***********:r***,************************************************************* ▪ Data File : D0713004.PRN "Station : 000000071203 Identification : 000058410087 Start date : Jul 13, 04 ▪ Stop date : Jul 13, 04 ▪ City/Town : Miami, FL Interval : 15 minutes Start time : 00:00 Stop time : 24:00 County : Dade "Location : NE 20th Street East of NE Miami Court ******************************************************************************* Total Volume for All Lanes "Jul 13 "End Time 00 01 02 03 04 05 06 07 08 09 10 11 " 15 14 ---8 -__5 -_-4 ---6 11 - 34 --72 110 123 -121 131 " 30 13 5 12 6 9 11 48 62 108 102 105 131 45 16 14 12 3 7 23 48 100 94 132 93 136 " 00 13 12 10 --10 15 23 67 124 -103 99 --99 114 ^----------- /Hr Total 56 39 39 23 37 68 197 358 415 456 418 512 'End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 125 108 130 106 126 149 100 79 67 42 41 30 " 30 121 114 103 129 119 104 105 44 58 37 42 26 00 1 45 124 117 116 99 126 134 93 57 55 37 36 24 98 124 115 131 151 115 85 70 50 34 26 24 - 468 463 464 465 -522 -502 -383 250 230 150 145 104 IIIHr Total Hour Total : 6764 1 peak hour begins : 11:00 AM peak volume : 512 Peak hour factor : 0 94 PM peak hour begins : 16:15 PM peak volume : 545 Peak hour factor : 0 90 v******************************************************************************* 1 10 ` NE 24TR STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA P COUNTED BY: LUIS PALOMINO ALIZED BISCAYNE BOULEVARD From North • Peds Right Thru Date 07/13/04 1 0 1 • i r • • f 1 1 16:00 16:15 16:30 16:45 Er Total 17:00 17:15 17:30 17:45 Er Total Left 0 4 235 6 0 4 245 7 0 2 264 9 0 2 246 10 0 12 990 32 0 i 1 0 2 3 7 7 3 20 270 265 308 251 1094 8 8 10 7 33 7 7 18 TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS NE 24TH STREET From East Peds Right Thru Left 3 11 0 1 9 0 0 0 0 9 9 38 8 8 8 8 9 7 10 8 35 31 1 2 1 0 4 0 1 0 0 0 1 0 2 0 4 BISCAYNE BOULEVARD From South Peds Right Thru 0 10 3E2 1 3 336 0 1 3E7 0 1 377 1 15 1482 1 3 365 0 5 397 0 4 361 0 3 352 1 15 1475 Left 5 4 1 4 14 9 9 4 28 Site Code : 00040158 Start Date: 07/13/04 File I.D. : 24STBISC Page : 1 NE 24TH STREET From West Vehicle Peds Right Thru Left Total 1 4 7 3 15 5 5 2 20 4 1 2 8 15 3 9 3 4 19 1 0 0 0 1 0 0 0 0 2 4 2 9 0 1 0 2 3 661 615 678 658 2612 670 709 707 636 2722 *TOTAL* 2 32 2084 65 1 53 69 0 8 2 30 2957 42 35 34 1 12 1 5334 • 1 0 1 NE 24TH STREET & BISCAYNE BOULEVARD ▪ I41AMI, FLORIDA • COUNTED BY: LUIS PALOMINO rALIZBD 0 1 • BISCAYNE BOULEVARD From North Peds Date 07/13/04 Right Thru Left TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : O0040158 Start Date: 07/13/04 File I,D. : 24STBISC Page : 2 NE 24TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 24TH STREET From West Peds Right Thru Left Vehicle Total 2 2 NE 24TH STREET 42 0 32 74 oP. 12 12 32 32 BISCAYNE BOULEVARD 2,084 2,084 2,181 1 47 34 34 35 35 65 65 5,219 12 2,957 69 3,038 53 53 ALL VEHICLES & PEDS 21 17 Intersection Total 5,334 8 2,084 34 2,126 5,155 42 42 69 69 77 0 3,029 • 2,957 BISCAYNE BOULEVARD 2,957 0 8 96 NE 24TH STREET 65 1 30 30 30 2 2 • 1 NE 24TH STREET 5 BISCAYNE BOULEVARD �IIAMI, FLORIDA 1 COUNTED BY: LUIS PALOMINO 2(AL 1 ZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561( 272-4381 ALL VEHICLES & PEDS Site Code : 00040158 Start Date: 07/13/04 File I.D. : 24STBISC Page : 3 BISCAYNE BOULEVARD From North 1 Peds Right Date 07/13/04 Thru Lett NE 24TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 24TH STREET From West Peds Right Thru Left Vehicle Total 1 Peak Hour Analysis By Entire Peak start 16:45 1 Volume 19 1089 36 1 Percent 21 951 31 Pk total 1144 1 Highest 17:30 1 Volume 7 308 10 Hi total 325 1 PHF .88 1 1 1 1 1 1 2 NE 24TH STREET 1 28 0 1 19 2 0 2 47 2 Intersection for 16:45 34 16:45 9 .94 19 19 the Period: 16:00 to 18:00 on 07/13/C4 16:45 32 0 2 941 0# 61 9 0 0 13 1500 11 971 1541 17:15 - 5 397 411 .94 BISCAYNE BOULEVARD • 1,089 1,089 1,144 1 2 0 25 1. 23 21 23 21 36 36 2,678 2 1,500 32 1,534 ALL VEHICLES & PEDS Intersection Total 2,744 2 1,089 23 1,114 2,655 28 28 8 16:45 28 - 23 0 2 2# 921 01 81 25 17:15 9 9 0 1 10 .62 3 1,541 • 1,500 BISCAYNE BOULEVARD 1,500 32 32 32 32 0 0 2 2 49 NE 24TH STREET IWINEMINOMMEN 13 13 1 1 36 0 13 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 • 1 1 1 1 1 I I I wt�a�n� tR..0riicA0,. Tay 161- 2.04- clWANI t01%. Lik:S kolivavV0 ukot 1&Uzec • NE 25TH STREET & BISCAYNE BOULEVARD MIANI, FLORIDA r COUNTED BY: MIKE MALONE SIGRALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272.4361 ALL VEHICLES & PEDS Site Code : 00040158 Start Date: 07/13/04 Pile I.D. : 25STBISC Page :1 r r Peds Right Thru Lef Date 07/13f04 BISCAYNE BOULEVARD From North r ■ 16:00 0 4 232 r 16:15 0 5 247 16:30 3 5 258 16:45 3 2 227 Hr Total 6 16 964 i r r r r r 17:00 17:15 17:30 17:45 Hr Total 1 1 2 4 8 2 4 3 3 12 282 274 312 263 1131 9 8 3 9 29 10 2 11 6 29 NE 25TH STREET From East Peds Right Thru Left 15 a 13 45 17 19 23 29 88 18 20 10 57 5 9 9 10 33 0 2 0 2 13 5 4 30 0 1 0 6 0 9 0 3 0 19 BISCAYNE BOULEVARD From South Peds Right Thru Left 2 4 4 2 12 3 2 2 0 7 8 11 3 1 23 6 4 9 7 26 386 333 388 1456 355 394 349 347 1445 2 7 4 7 20 4 9 7 5 25 NE 25TH STREET From West Peds Right Thru Left 5 4 3 17 3 4 6 6 19 3 1 2 4 10 1 2 2 1 6 0 0 1 1 0 0 0 1 0 0 0 2 2 0 0 0 2 Vehicle Total 675 639 681 615 2610 669 704 711 645 2729 *TOTAL* 14 28 2095 58 1 133 90 2 49 ( 19 49 2901 45 f 36 16 2 4 ) 5339 r r r NE 25TH STREET & BISCAYNE BOULEVARD tMIAMI, FLORIDA r COUNTED BY: NIKKE MALONE SIGNALIZED r • r r TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-43381 ALL VEHICLES & PEDS Site Code : 80040158 Start Date: 07/13/04 File I.D. : 25STBISC Page : 2 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 07/13/D4 14 14 NE 25TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 25TH STREET From West Peds Right Thru Left Vehicle Total 28 28 NE 25TH STREET 45 2 28 75 4 4 2 BISCAYNE BOULEVARD • 2,095 2,095 2,181 7 2 22 16 r 16 58 58 5,176 4 2,901 90 2,995 ALL VEHICLES & PEDS Intersection Total 5,339 49 2,095 16 2,160 5,155 25 141 I--� 2,995 • 45 45 • 2,901 BISCAYNE BOULEVARD 2,901 133 133 90 90 2 2 49 49 109 NE 25TH STREET 58 2 49 49 49 19 19 1 ' NE 25TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTER BY: MIKE MALONE rt SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040158 Start Date: 07/13/04 File I.D. : 255T815C Page : 3 BISCAYNE BOULEVARD From North Peds Right Thru M Date 07/13/04 0 Peak Hour Analysis By Entire • Peak start 17:00 Volume 12 1131 29 0 Percent 1% 97% 2% • Pk total 1172 Highest 17:30 0 Volume 3 312 11 Ei total 326 PEE .90 1 8 8 NE 25TH STREET 25 0 37 0 12 2 i 2 0 ' • 1 1 9 0 6 r 6 0 O • 19 • • 19 Left NB 25TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 25TH STREET From nest Peds Right Thru Left Vehicle Total Intersection for the Period: 16:00 to 1B:00 on 07/13/04 17:00 33 0 19 631 0% 37% 52 17:30 18 .72 12 9 0 9 17:00 1496 17:15 407 92 BISCAYNE BOULEVARD 12 1,131 1,172 6 29 29 2,652 17:10 26 1445 25 2% 971 2t 9 17:00 4 394 9 2 1,445 33 1,480 4 .56 6 1 2 67% 111 221 1 1 2 88 88 ALL VEHICLES & PEDS Intersection Total 2,729 1,156 2,652 10 33 33 0 52 0 19 19 56 {-- 1,496 25 1,445 25 BISCAYNE BOULEVARD 1,445 NE 25TH STREET 1 29 1 26 26 26 7 7 Y V 1 t 0 1 ` NE 26T6 STREET & BISCAYNE BOULEVARD MIAMMI, FLORIDA 0 COUNTED BY: ISIDRO GONZALEZ I. NALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040158 Start Date: 07/13/44 File I.D. : 26STBISC Page : 1 0 BISCAYNE BOULEVARD From North Peds Right Thru Date 07/13/04 1 • 16:00 0 5 224 16:15 0 3 249 0 16:30 0 3 264 16:45 0 2 252 i Hr Total 0 13 989 17:00 0 3 289 0 17:15 0 3 284 17:30 0 9 308 • 17:45 0 4 254 Er Total 0 19 1135 ' *TOTAL* 410 • 32 2124 Left NE 26TE STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 26TH STREET From West Vehicle Peds Right Thru Left Total 3 3 11 3 1 7 2 13 0 0 0 0 0 1 0 1 4 3 3 14 4 3 1 9 17 0 1 2 1 5 1 1 8 10 2 5 19 4 3 5 9 21 0 1 0 0 0 0 7 4 4 2 17 4 5 3 14 394 352 392 378 1516 354 418 377 161 1510 5 2 9 24 8 19 6 41 0 0 0 0 0 0 0 0 24 1 1 31 10 40 1 31 3026 65 1 0 4 4 5 22 3 2 5 5 15 4 4 3 15 2 5 5 2 14 2 2 9 19 6 5 5 4 to- 668 629 695 669 2661 681 753 734 659 2827 37 29 39 1 5488 1 NE 26TH STREET & BISCAYNE BOULEVARD MiAMI, FLORIDA 1 COUNTED BY: ISIDRO GONZALEZ HALITE➢ i TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4301 ALL VEHICLES Fa PEDS Site Code : 0004➢150 Start Date: 07/13/04 File I.D. : 26STBISC Page : 2 1 BISCAYNE BOULEVARD From North 1 Peds Right Thru Left 1 Date 07/13/04 1 1 1 1 0 1 1 NE 26TH STREET 1 1 1 1 1 1 1 1 1 65 10 107 32 39 39 29 NE 26TR STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 26TH STREET From West Peds Right Thru Left Vehicle Total 32 32 BISCAYNE BOULEVARD • 2,124 2,124 2,180 24 24 29 105 37 37 1 1 • • 0 0 5,276 39 3,026 31 3,096 ALL VEHICLES & PEDS 12 16 Intersection Total 5,488 40 2,124 37 2,201 5,323 1 31 31 81 10 3,122 65 • 3,026 65 BISCAYNE BOULEVARD 3,026 10 40 40 24 84 29 31 NE 26TH STREET 1 1 ' NE 26TR STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ NALIZED • TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (5611 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040158 Start Date: 07/13/04 File I.D. : 26STBISC Page : 3 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 07/13/04 NE 26TH STREET From Bast Peels Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NB 26TH STREET From Hest Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire intersection for the Period: 16:00 to 18:00 on 07/13/04 o Peak start 16:45 16:45 16:45 Volume - 17 1133 14 - 12 7 14 - 14 1527 43 0 Percent 11 971 1# - 361 211 421 1# 961 3t Pk total 1164 33 1584 Highest 17:30 17:15 17:15 1 Volume - 9 308 7 - 3 5 3 5 418 19 Hi total 324 11 442 0 PHF .90 .75 .90 0 0 26TH STREET 43 7 17 16 15 • 67 25 17 17 BISCAYNE BOULEVARD 1,133 1,133 1,164 16 56 15 0 • 0 14 14 2,728 25 1,527 12 1,564 ALL VEHICLES & PEDS 23 7 Intersection Total 2,837 14 1,133 15 1,162 2,746 43 43 16:45 - 15 16 25 271 29t 451 56 16:45 4 9 18 .78 1 12 12 33 7 1,584 • 1,527 BISCAYNE BOULEVARD 1,527 7 14 14 44 NE 26TH STREET 14 16 14 f 14 14 0 0 • r 1 1 1 1 • KFL 1 1 NE 24TH STREET & RE ND COURT `EAML FLORIDA O COUNTED BY: LUIS PALOMINO *SIGNALISED NE 24TH STREET From East Peds Thru Left (Date 07/14/04 116:00 1 3 5 016:15 0 3 0 '16:3O 0 4 1 ▪ 16:45 1 9 3 OHr Total 2 19 9 017:00 0 7 2 117:15 0 8 1 17:30 2 8 5 P 17;45 0 10 3 OEr Total 2 33 11 TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 {561} 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040158 Start Date: 07/14/O4 File I.D. : 24ST_2CT Page : 1 NE 2ND COURT From South Peds Right Left HE 24TH STREET From West Peds Right Thru Vehicle Other Total Total 1 4 0 3 1 3 0 3 1 3 7 1 7 15 5 2 0 2 3 2 3 10 5 4 2 3 18 9 12 0 2 1 0 1 1 0 2 2 0 4 1 0 9 5 2 1 6 0 4 5 2 6 7 1 4 2 5 15 20 15 2 9 3 13 0 25 4 62 9 18 4 23 3 35 14 24 4 100 25 r*TOTAL* 4 52 20 1 25 0 04 I 0 24 17 [ 5 24 25 1 162 34 r NE 24TH STREET & NE ND COURT"MIAMI, FLORIDA "COUNTED BY: LUIS PALOMINO SIGBALISED r TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4301 ALL VESICLES !< PEDS Site Code : 00040158 Start Date; 07/14/04 File I.D. 24ST_2CT Page : 2 NE 24TE STREET r From East Peds Thru Left ',Date 07/14/04 NE 2ND COURT Prom South Peds Right Left NE 24TH STREET From West Peds Right Thru Vehicle Other Total Total r r r r r r r r. ONE 24TH STREET r 17 r 52 69 r 0 041 0 25 r r• 24 r r r r r r 25 24 5 4 4 18 9 ALL VEHICLES & PEDS Intersection Total 162 85 20 17 0 24 44 17 NE 2ND COURT 12 0 72 52 41 0 1 24 24 52 20 20 0 49 25 24 NE 24TH STREET 25 25 NE 24TH STREET & NE AD COURT " MIAMI, FLORIDA 'COUNTED BY: LUIS PALOMINO �SIGNALIZBD NB 24TE STREET r From East Peds Thru Left Pate 07/14/04 Peak Hour Analysis By Entire "Peak start 16:45 Volume - 32 11 Percent - 74i 261 "Pk total 43 'Highest 17:30 Volume 8 5 rHi total 13 'PHF .83 1 r r r r r Pt. 24TH STREET TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561} 272-3255 FAX (561) 272-4381 NE 2ND COURT From South Peds Right Left ALL VEHICLES & PEDS NE 24TH STREET From Nest Peds Right Thru Vehicle Other Total Total Site Code : 00040158 Start Date: 07/14/04 File I.D. : 245T_2CT Page : 3 ntersectioa for the Period: 16:00 to 18:00 on 07/14/04 16:45 16:45 14 10 15 19 581 42t 441 561 24 34 17:30 17:30 5 4 - 6 7 9 13 .67 .65 3 3 r 10 ' 32 42 r 0 r r r 19 r• 19 r 0 15 4 4 6 4 ALL VEHICLES & PEDS Intersection Total 101 50 11 10 0 15 26 10 NE 2ND COURT 43 76 24 0 E 14 14 0 32 32 11 11 33 NE 24TH STREET • 18 18 0 19 14 1 1 1 1 140 � • 1 NE 24 sr -- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 k t& t4 t frc� ri C l 1141 0-1Z004-- J riak l boi. (AAI.S P#Loien i Y10 1 1 NE 24TR STREET tx NE 2ND AVENUE 1MIAMI, FLORIDA ICOUNTED BY: FRANK SANCHEZ SIGNALIZED E/1V 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 : 00040158 Start Date: 07/13/04 File F.D. : 24ST2AVE Page : 1 NE 2ND AVENUE 1 From North Peds Right Thru Left IDate 07/13/04 116:00 1 3 98 6 11.6:15 0 0 108 3 16;30 3 2 118 3 �6:45 2 1 110 4 pOr Total 6 6 434 16 �J7:00 1 4 109 6 117:15 1 4 114 2 17:30 0 3 103 10 1�7:45 0 1 99 4 pr Total 2 12 425 22 NE 74TE STREET From East Peds Right Thru Left NE 2ND AVENUE From South Peds Right Thru Left NE 24TH STREET From West Peds Right Thru Left Vehicle Total 4 6 1 4 0 7 0 1 3 5 0 1 2 3 0 0 9 22 1 6 0 7 0 5 1 15 1 0 1 5 0 1 1 8 0 1 3 35 1 7 0 3 167 1 0 1 173 5 0 2 240 1 3 j i31 3 10 811 8 4 2 262 1 1 6 274 2 0 0 209 1 0 2 205 1 5 10 950 5 2 1 0 1 1 1 0 3 3 2 0 2 3 1 0 3 9 5 0 9 1 7 0 4 1 3 0 6 5 7 0 2 4 2 0 3 11 19 0 15 291 302 376 359 1328 407 427 341 326 1501 1 1'TOTAL{ 8 18 859 38 I 12 57 2 13 8 20 1761 13 1 20 24 0 24 2829 1 1 14 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 NE 24TH STREET & NE 2ND AVENUE 'MIAMI, FLORIDA 'COUNTED BY: FRANI SANCHEZ SIGNALIZED E!If STOP 1411 NE 2ND AVENUE TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 03040158 Start Date: 07/13/04 File I.D. : 24ST2AVB Page : 2 From North Peds Right Tbru Left 'Date 07/13/04 ONE 24TH STREET 13 2 33 18 24 0 24 1 NE 24TB STREET From Bast Peds Right Thru Left RE 2ND AVENUE From South Peds Right Thru Left NE 24TR STREET From West Peds Right Thru Left Vehicle Total 18 18 NE 2ND AVENUE 859 859 915 1 0 48 24 1 mummommommommEr I. 20 20 24 38 38 2, 757 24 1,761 57 1,842 12 12 ALL VEHICLES & PEDS Intersection Total 2,829 2,690 13 13 859 24 896 13 NE 2ND AVENUE 13 57 57 72 2 1,794 1,761 1,761 t 2 13 13 58 NE 24TH STREET 38 0 20 20 20 . 8 8 r r NE 24TH STREET & NE 2ND AVENUE REAM, FLORIDA 'COUNTED BY: FRANI SANCEEZ NOT SIGNALIZED E/N STOP r NE 2ND AVENUE r Frori North Peds Right Thru 'Date 07/13/04 Peak Hour Analysis ' Peak start 16:30 MVolume Percent ' Pk total 477 ',Highest 16:30 Volume rHi total 123 'PHF .97 Left TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS NE 24TE STREET From East Peds Right Thru Left NE 2ND AVENUE From South Peds Right Thru Left Site Code : 40040158 Start Date: 07/13/04 File I.D. : 24ST2AVE Page : 3 NE 24TE STREET From Nest Peds Right Thru Left Vehicle Total By Entire Intersection for the Period: 16:00 to 18:00 on 07/13/04 16:30 16:30 16:30 11 451 15 31 1 6 - 14 1007 5 - 13 0 15 21 95% 31 82t 3% 16% 11 981 0% - 461 04 541 38 1026 28 17:15 17:15 17:00 2 118 3 - 15 1 0 - 6 274 2 - 7 0 4 16 282 11 .59 .91 .64 17 r r i r 15 15 0 11 11 NE 2ND AVENUE 451 451 477 5 0 28 8 r r 13 8 15 15 1,530 15 1,007 31 1,053 ALL VEHICLES & PEDS Intersection Total 1, 569 6 451 13 470 1,496 6 3 ----- 1,026 5 5 NE 2ND AVENUE • 1,007 1,007 14 14 6 6 31 31 1 6 6 29 NE 24TH STREET 8 8 15 0 14 r r. r40 1 1 1 1 1 1 1 1 1 1 1 1 1 245r ql‘it 1M1Jl�Q,1N�.1 � Fl-4f i ci0. z"v,LY 14f4004 cifik.wvx by' Cuti s PAL° vki o Act snab-zed :ENE 25TH STREET 6 NE 2ND AVENUE TAI, FLORIDA 1COUNTID BY: OMR VELEZ iIGNALIZED NE 2ND AVENUE From North Peds Right (Date 07/14/04 - 116:00 116:15 16:30 116:45 Fr Total 017:00 117:15 17:30 112:45 IHr Total 8 0 3 0 11 0 2 4 4 10 5 6 3 16 2 0 1 4 TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX 0561f 272-4381 ALL VEHICLES & PEDS Site Code : 00040158 Start Date: 07/14/04 File I.D. : 25ST2AVE Page : 1 Thru Left NE 25TH STREET From Bast Peds Right Thru Left NE 2ND AVENUE From South Peds Right Thru Left NE 25TH STREET From West Vehicle Peds Right Thru Left Total 115 100 102 139 456 125 122 125 100 472 1 3 2 2 8 2 1 1 8 1 1 0 3 1 0 3 4 3 1 5 7 16 9 7 6 27 0 0 1 a 1 1 0 1 2 2 2 2 7 1 2 1 0 4 2 0 0 3 1 0 1 1 3 2 1 0 0 2 5 0 1 4 7 193 216 236 ;34 879 214 233 214 189 850 3 1 2 5 11 0 1 1 3 5 8 8 1 22 6 1 15 4 26 2 1 2 4 9 2 4 2 9 1 3 1 2 1 3 1 6 4 14 a 1 0 0 1 3 a 3 7 329 333 360 402 1424 360 371 360 305 1396 I*TOTALf 21 20 928 16 j 7 I 43 3 11 f 7 10 1729 16I 48 18 5 21 I 2820 NE 25TH STREET & NE 2ND AVENUE 01 MIAMI, FLORIDA COUNTED BY: OMAR VELEZ OT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (5611 272-3255 FAX (561} 272-4381 ALL VEHICLES & PEDS Site Code : 00040158 Start Date: 07/14/04 File I.D. : 25ST2AVE Page : 2 NE 2ND AVENUE From North Peds Right Thru Left 0 Date 07/14/04 1 21 1 1NE 25TH STREET 1 16 1 3 39 20 S21 21 1 1 1• 18 1 1' 1 1 1 1 1 1 1 1 21 N3 25TH STREET From East Peds Right Thru Lef NE 2ND AVENUE From South Peds Right Thru Left NE 25TH STREET From West Peds Right Thru Left Vehicle Total 20 20 • 1 1 1 48 5 18 48 1 NE 2ND AVENUE 928 928 964 16 16 3 4 2,757 21 1,729 43 1,793 7 7 ALL VEHICLES & PEDS Intersection Total 2,820 11 928 18 957 2,712 16 16 NE 2ND AVENUE 8 43 43 57 3 1,755 • 1,729 1,729 3 11 11 31 NE 25TH STREET 10 7 10 7 16 5 10 NE 25TE STREET & NE 2ND AVENUE /EANI, FLORIDA 'COUNTED BY: O1(AR VELEZ .SOT SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (5611 272-3255 FAX (561( 272-4381 ALL VEHICLES 6 PEDS Site Code : 00010158 Start Date: 07/14/01 File I.D. : 25ST2AVE Page : 3 RE 2ND AVENUE From North Peds Right /Date 07/14/04 'Peak Hour Analysis Peak start 16:45 'Volume - Percent /Pk total 525 'Highest 16:45 Volume rEi total 143 VHF .92 r Thru Left NE 25TH STREET From East Peds Right Thru Left NE 2ND AVENUE From South Peds Right Thru Left NE 25TH STREET From West Peds Right Thru Left Vehicle Total By Entire Intersection for the Period: 16:00 to 18:00 on O7/14/O4 16:45 16:45 5 511 9 29 2 5 11 971 21 811 61 141 2 139 2 6 6 E 25TH STREET 7 2 / 5 2 23 14 10 36 17:00 11 .82 5 2 23 11 23 5 9 1 909 16:45 240 .95 NE 2ND AVENUE 511 511 525 9 9 37 1,459 7 895 7 11 981 11 1 234 5 10 895 29 934 ALL VEHICLES & PEDS Intersection Total 1,493 527 1,436 7 7 NE 2ND AVENUE 36 54 909 895 895 16:45 - 11 2 10 48% 91 431 23 16:45 11 .52 4 1 6 5 5 29 29 2 2 5 5 18 NE 25TH STREET 9 2 7 7 7 5 5 • • • • 1 vtokimi (V•oridak, • TkLt 14( zo04- 1 t� 1 v10.wv1 bud: Wig il4uWtiYt0 1 • Nof S'9nQLizecl •