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HomeMy WebLinkAboutTraffic Impact Study I• • OPUS Major Use Special Permit Traffic Impact Study Prepared by: David Plummer & Associates, Inc. 1750 Ponce de Leon Boulevard Coral Gables, Florida 33134 March 2004 DPA Project #04124 • • • OPUS MUSP Traffic Impact Srudy TABLE OF CONTENTS Page List of Exhibits EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 2 1.1 Study Area 2 1.2 Study Objective 2 2.0 EXISTING TRAFFIC CONDITIONS 4 2.1 Data Collection 4 2.1.1 Roadway Characteristics 4 2.1.2 Traffic Counts 5 2.1.3 Intersection Data 5 2.2 Corridor Capacity Analysis 8 2.3 Intersection Capacity Analysis 10 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS 12 4.0 FUTURE TRAFFIC CONDITIONS 13 4.1 Background Traffic 13 4.2 Committed Developments 13 4.3 Project Traffic 13 4.3.1 Project Trip Generation 13 4.3.2 Project Trip Assignment 16 4.4 Future Corridor Capacity Analysis 20 4.5 Future Intersection Capacity Analysis 20 4.6 Site Access 24 5.0 CONCLUSIONS 25 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Approved Transportation Methodology & Site Plan Traffic Counts & Signal Timing FDOT's Quality/LOS Handbook — Generalized Tables Downtown Miami DRI Increment II Transit Ridership Intersection Capacity Analysis Worksheets Committed Development Information Page i • OPUS MUSP Traffic Impact Study UST OF EXHIBITS Exhibit Page I Location Map 3 2 Existing PM Peak Traffic Volumes 6 3 Existing Lane Configurations 7 4 Existing Corridor and Transit Conditions 9 5 Person -trip Volume and Capacity — Existing Conditions Matrix 11 6 Existing Intersection Capacity Analysis Results 10 7 Committed Development Map 14 8 Future PM Peak Hour Traffic Volumes without Project 15 9 PM Peak Hour Project Trip Generation 17 10 Cardinal Distribution 18 11 PM Peak Hour Project Vehicular Trips Assignment 19 12 Person -trip Volume and Capacity — Future Conditions Matrix 21 13 Project PM Peak Hour Vehicular Volumes 22 14 Future with project PM Peak Vehicular Volumes 23 15 Future Intersection Capacity Analysis 20 age rr OPUS MUSP Traffic Inzpai r Study • • • EXECUTIVE SUMMARY The OPUS project is a proposed mixed use development located on Biscayne Boulevard between NE 12 Street and NE 13 Street in Miami, Florida (see Exhibit 1). The project consists of 408 residential dwelling units, 11,720 SF of office space, 5,400 square feet (SF) of retail space and a 556 space parking garage. Access to/from the site is proposed on NE 13 Street. Build out for the project is planned for 2006/2007. The subject site is located within the boundaries of the Downtown Miami Area -wide DR1. 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 thresholds. 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. Analysis of future 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. Signal timing modifications are recommended for the intersection of NE 13 Street/Biscayne Boulevard in order to enhance overall intersection operations under existing conditions. 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. Page 1 OPUS MUSP Tra[tic Impact Study • • • 1.0 INTRODUCTION The OPUS project is a proposed mixed use development located on Biscayne Boulevard between NE 12 Street and NE 13 Street in Miami, Florida (see Exhibit 1). The project consists of 408 residential dwelling units, 11,720 SF of office space, 5,400 square feet (SF) of retail space and a 556 space parking garage. Access to/from the site is proposed on NE 13 Street. Build out for the project is planned for 2006/2007. The subject site is located within the boundaries of the Downtown Miami Area -wide DRI. 1.1 Study Area Consistent with the approved methodology for this project (See Appendix A) the traffic study was performed for PM peak conditions. For traffic analysis purposes, the study area has been defined as NE 15 Street to the north, NE 11 Terrace to the south, NE 2 Avenue to the west, and North Bayshore Drive to the east. Corridor capacity analysis was performed for several segments: Biscayne Boulevard, NE 2 Avenue, North Bayshore Drive and NE 14 Street. Intersection capacity analysis was performed for the following intersections: NE 12 Street / NE 2 Avenue NE 14 Street / Biscayne Boulevard NE 13 Street / Biscayne Boulevard 1.2 Study Objective NE 12 Street / Biscayne Boulevard NE 14 Street / North Bayshore Drive NE 13 Street / North Bayshore Drive 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 i l E 2 - F? T i I IL — -- —I rt ! Hi jj F li �! i jtL �� v1 , ll jj1 I.L.�.�." 9 �.,11 ,{ 1 1��ti 5----- ' I h� —__- , Fri HI i I 1 ;_� rr DCRSEy + f..---1 . I L_. 1 P 7 R r— �r l " € It PARK // k 1,1 I I 1 r f N = ] 7 $ T �I� Fl i , 0. jr a3 I �� LJ LJ.� N E E -- z �&1= f f. P P ,ice /! l T —1 I I I ai I N .mil _1 �1�—.� 1 _ L _ �� __J I l LI mil! f —' !—' I L--! I I i I! l qq 1 31 t I__ _ r i ,,, 1- I -11 I 14„,I j !r LA- L-� Li - 5 _ `_ II.I --r� II i 1a31 I I_i' ' € U 1 1` J'1E1 .7 - (7 Li, 1 iL 1I� iI L 1 I I 1 I! f_i>i 1 l! c--� s I I 1 ' 1 I—1 3 1 ri I1�z! � U 1[ 1 1__i_fL1 1. E 5 5 T - -_JI—L,—,--,--J " r— —E, .Yh �i I I-� `i i L'1i' 1 k H 1 B,CENTENNIAL PARK PAC"• N. T. S. VENET DDUGLP AEN NERAL PROJECT SITE dPa OPUS MUSP TRAFFIC IMPACT STUDY LOCATION MAP EXHIBIT No. 1 Page 3 OPUS MUSP Traffic Impact Study 2.0 EXISTING TRAFFIC CONDITIONS 2.1 Data Collection Data collection for this study included roadway characteristics, intersection data, intersection volumes, and signal timing. The data collection effort is described in detail in the following sections. 2.1.1 Roadway Characteristics Biscayne Boulevard Biscayne Boulevard (US-1) is a major arterial that provides north/south access through Miami Dade County. Within the project area, Biscayne Boulevard is a two-way, undivided roadway. Per the Downtown DRI Increment II, between NE 14 Street and 1-395 it is six -lanes, and 1-395 to NE 9 Street it is four lanes northbound and three lanes southbound. The speed limit is 30 mph. On -street parking is not permitted along Biscayne Boulevard within the study limits. North Bayshore Drive North Bayshore Drive is a two-way, four -lane, divided roadway. On -street parking is not permitted and there are no posted speed limit signs within the study area. NE 2 Avenue NE 2 Avenue is a major arterial that provides north/south access from Downtown Miami. NE 2 Avenue within the study limits is a three -lane roadway. North of NE 13 Street, NE 2 Avenue is two-way, with two lanes southbound and one lane northbound. At NE 13 Street it converts to three lanes, one-way southbound. There is on -street parking on both sides of the roadway. There is no posted speed limit sign within the study area. NE 14 Street NE 14 Street is two-way, four -lane, undivided roadway which provides east/west access in the study area. On -street parking is not permitted within the study limits and there are no posted speed limit signs within the study area. Page 4 OPUS MUSP Traffic Impact Study • 2.1.2 Traffic Counts Consistent with the methodology submitted to and approved by the City, peak period vehicle turning movement counts and 24-hour directional counts were collected at the intersections and segments under study. Seasonal adjustment factors were obtained from the Florida Department of Transportation (FDOT). The west kg of the Biscayne Boulevard/NE 13 Street intersection is currently closed, as well as partial lane closures throughout the study area along Biscayne Boulevard, NE 2 Avenue and NE 14 Street due to the construction of the Performing Arts Center. Therefore, the data collected at the Biscayne Boulevard/NE 13 Street intersection was modified to reflect the missing movement using counts collected in 2001. The roadway segments were analyzed based on non -construction lane assignments. Traffic counts are included in Appendix B. Exhibit 2 shows the adjusted 2004 PM peak season, peak period hour traffic volumes at the study intersections. 2.1.3 Intersection Data A field survey was conducted to determine the lane configurations for the roadways and intersections under study. Existing signal timing data was obtained from Miami -Dade County for the analyzed intersection. Signal infoitiiation is included in Appendix B. This information provided the signal phasing and timing used in the intersection capacity analysis. Exhibit 3 shows the existing lane configurations for the intersections and roadways studied. Page 5 • 4 n0 AN NE 14ST 87 117 N BAYSHORE DR 1a 47 NE 13ST 75 — 31 0 m - { 112 - 476 124 54 61--,{ Y L- 243 .-- 472 NE 12 ST -J 529 W A Act 0 IA- AA- 0 n 'NOTE. EAST LEG OF ITERSECTION CURRENTLY CLOSED CUE TO CONSTRUCTION OF THE PERFORMING ARTS CENTER. TRAFFIC VOLUMES BASED ON HISTORICAL COUNTS, PROJEL OPUS MUSP TRAFFIC IMPACT STUDY EXISTING PM PEAK TRAFFIC VOLUMES EXHIBf7 No. 2 Page 6 BISCAYNE BLVD NE 14ST N BAYSHORE DR N.T.S. NE 13 ST L NE 12 T .1 rr� Ate A •NOTE. EAST LEG OF INTERSECTION CURRENTLY CLOSED DUE TO CONSThCCTLON OF THE PERFORMING ARTS CENTER. dPa PRO.i EC=_ OPUS MUSP TRAFFIC IMPACT STUDY EXISTING LANE CONFIGURATIONS EXHIBIT No. Page 7 OPUS MUSP Traffic Impact Study • • 2.2 Corridor Capacity Analysis Existing traffic conditions for the project area corridors have been established using the person - trip based corridor capacity method. The methodology for this analysis is outlined in the Miami Comprehensive Neighborhood Plan. The existing traffic conditions analysis identifies the person -trip volumes and person -trip capacities of the corridors, establishes existing person -trip usage and identifies whether or not person -trip deficiencies exist. An adopted standard of LOS E applies to the transportation corridors as measured by the person -trip method. The existing conditions analysis establishes the multi -modal corridor conditions within the project area. The person -trip capacities and volumes for the study corridors have been developed consistent with the approved methodology for this project as described below: Person -Trip Volumes Link volumes collected were adjusted to peak season traffic conditions using seasonal adjustment factors provided by FDOT. Peak hour maximum service volumes were obtained from FDOT's 2002 Quality/Level of Service Handbook. Transit (bus and fixed rail) ridership and capacity were obtained from Increment IT of the Downtown Miami Area -wide DIU An analysis of existing vehicle roadway and transit conditions is shown in Exhibit 4, supporting information included in Appendix C. Person -Trip Capacity Vehicle occupancy for the person -trip capacity calculations is based upon a comprehensive study performed for the City of Miami. The vehicle occupancy factor of 1.6 persons per vehicle is approved for use as the practical capacity of a private passenger vehicle to determine the person - trip capacity of the vehicular traffic system. Bus and fixed rail capacity for each corridor was determined based on the number of transit vehicles per hour and the person -trip capacity of each transit vehicle. This information was obtained directly from Increment II of the Downtown Miami Area -wide DRI. Page 8 • • • Exhibit 4 Existing Corridor and Transit Conditions Corridor From To Roadway Conditions (vehicles) Transit Conditions (persons) Dir Existing Lanes Count Source/ Period Raw PM Peak Hour Volume Peak Season Factor PM Peak Flour Volume Dir Max Service Volume (11 Total Bus Ridership [2] Bus Capacity (2) Total Metrorail Ridership (2) Metrorail Capacity (2J Total Metromover Ridership (2) Metromover Capacity (21 Total Transit Ridership 12J Transit Capacity (2) BISCAYNE BOULEVARD NE 14 STREET 1-395 NB 3L DPA - PM 1538 0.99 1523 2490 748 1706 44 960 792 2668 SB 3L 1156 0.99 1144 2490 498 2486 53 960 551 3446 1-395 NE 9 STREET NO 4L DPA - PM 1929 0.99 1910 3250 748 1706 47 960 795 2666 SB 3L 1319 0.99 1305 2490 498 2486 89 960 587 3446 NORTH BAYSHORE DRIVE NE 15 STREET NE 13 STREET NB 2L DPA - PM 400 0-99 396 1320 748 1706 44 960 792 2666 SE 2L 346 0.99 343 1320 498 2486 53 960 551 3446 NE 2 AVENUE NE 13 STREET 1-395 SE 3L DPA - PM 816 0.99 808 2990 308 1070 70 960 378 2030 NE 14 STREET BISCAYNE BLVD N. BAYSHORE DR EB 2L DPA - PM 300 0,99 297 1580 846 2008 846 2008 WB 2L 263 0.99 260 1580 774 2739 774 2739 motes: ]1] Peak Hour Directional Maximum Service Volumes are obtained from FDOTs Qualify/Level of Service Handbook [2] Transit and roadway information obtained from the Downtown Miami DRI Increment 11 OPUS 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. With minor signal timing modifications at the intersection of NE 13 Street/Biscayne Boulevard in order to improve the westbound approach, all intersections operate within the LOS E standard adopted by the city. Exhibit 6 shows the resulting LOS for existing conditions at the intersections under study, analysis worksheets are included in Appendix D. Exhibit 6 2004 Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection S/U LOS Existing Signal Timing LOS Modified Signal Timing NE 12 Street / NE 2 Avenue S B NA NE 14 Street / Biscayne Boulevard S C NA NE 13 Street / Biscayne Boulevard S C C NE 12 Street / Biscayne Boulevard U NA NE 14 Street / North Bayshore Drive S B NA NE 13 Street / North Bayshore Drive S B NA U unsignalized S= signalized Note: The unsignalized intersection has no stop controlled znovetnents. source: DPA 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 OPPV=1.4 (0) ' 1.4 (e) Excess Pers-Trip Capacity (b) - (d) (1) Total Pers-Trip Capacity (g) Total Pers•Trip Volume (h) Pers-Trip Excess Capacity (f)-(g) (i) Segment Pers-Trip Capacity (b)+(f) (i) Segment Pers-Trip Volume (d).4 (g) (k) Pers-Trip Excess Capacity (i)-(j) (1) Segment Person Trip vie (i)/(i) LOS 1€1 121 13f 14I lsr 16i i71 BISCAYNE BOULEVARD NE 14 STREET 1-395 NB 2490 3984 1523 2132 1852 2666 792 1874 6650 2924 3726 0.44 D SB 2490 3984 1144 1602 2382 3446 551 2895 7430 2153 5277 0.29 G 1-395 NE 9 STREET NB 3250 5200 1910 2674 2526 2666 795 1871 7866 3469 4397 0.44 D SB 2490 3984 1305 1827 2157 3446 587 2859 7430 2414 5016 0.32 C NORTH BAYSHORE DRIVE NE 15 STREET NE 13 STREET NB 1320 2112 396 554 1558 2666 792 1874 477B 1346 3432 0.28 C SB 1320 2112 343 480 1632 3446 551 2895 5558 1031 4527 0.19 C NE 2 AVENUE NE 13 STREET 1-395 SB 2990 4784 808 1131 3653 2030 378 1652 6814 1509 5305 0,22 C NE 14 STREET BISCAYNE BLVD N. BAYSHORE DR EB 1580 2528 297 416 2112 2008 846 1162 4536 1262 3274 0.28 C WB 1580 2528 260 365 2163 2739 774 1965 5267 1139 4128 0.22 C .t Notes: [1) The Roadway Vehicular Capacity is obtained from Exhibit 4. 12) Person -Trip capacity is derived by applying a 1.6 vehicle occupancy to the vehicular capacity. (3]) The Roadway Vehicular Volume is obtained from Exhibit 4. (4)Person-Trip Volume is derived by applying a 1.4 vehicle occupancy to the vehicular capacity. [5] The Total Transit Person -Trip Capacity is obtained by adding bus, metrorail and metromover capacities (see Exhibit 4). [6] The Total Transit Person -Trip Volume is obtained by adding bus and metromover volumes (see Exhibit 4). [7] The Person Trip LOS is provided consistent with the FDOT's Quality/Levet of Service Handbook (see Appendix C)- 0 6 OPUS MUSP Traffic Impact Study • • • 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2003 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 I? OPUS MUSP 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 Updated through March 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 OPUS are shown in Exhibit 7. The committed development project information is included in Appendix E. Traffic generated by these developments was distributed using the traffic reports provided by the City of Miami. This information and a matrix showing segment volumes from the committed developments are also included in Appendix E. Future traffic volumes were projected for the build -out year 2007. Exhibit 8 shows the projected turning movement volumes without the project. 4.3 Project Traffic 4.3.1 Protect 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 iH !I I I 11 1 I I L. LI 7-----) ,_,TE____J [ Li , 1 , ---I rTp.-7,----1 I i ---, $[-T----f----. ', ! 1 ( [L. L1 1 [ .,/_ r---11---1 : in v L--; [---.--.] ,___/ : 1 ------- _J+ [ [ 17-1 , DoRsPe 4 r_LLH: N L 1 7 T R i 1 I PARK I " [ [ . I I • I I LLJ I E 1 1 r El Er 1=-7-j--I r=11 I 11 : L I ! 11 '1[L- [ n ,34 L i 17_7,1 1._H 1 I 11 1LJL I , I .--1 , P / 1 ___.L._67L._, z 1 N I 7 S T NE 1 6 S rqrri.:1 9-, 1r_ < r 1! L-1- , , <L13 , F— FN-11 I -I N 1 I .[[ 3TflT ,. r!-- L [ [ 5 77 - z BJ CENT E Nti I AL PA.RK .-- I I 1-1 , vi 8 5 7 z N 1 " 1 ._1Lffiuii vT [____11--1 r77F-7117-1[ 1771 LEGEND I.rIA RCA PACE I IPARK LJ 11 vENET D 0 U G A E LER.AL A - PERFORMING ARTS CENTER B - MIRAMAR CENTER PHASE II & III C - 1800 CLUB D - QUANTUM E - BISCAYNE VILLAGE c r • ('pa) PROjEfT: OPUS MUSP TRAFFIC IMPACT STUDY TITLE: COMMITTED DEVELOPMENT MAP EXHIBIT Na Page 14 • NE 14ST 10 J CO W Z >- Q U CO CO 13,mn N r (7 L Al 91 123 N BAYSHORE DR ry r -K+ T 11 49 19 36 79 35 NE 13 ST to Vto 119 205 } 500 130 57 64--f it 290 r — 502 7 gm ro NE 12 ST 555 ?FDJ_CT: oPus MUSP TRAFFIC IMPACT STUDY FUTURE WITHOUT PROJECT PM PEAK TRAFFIC VOLUMES EXHIBIT No. Page 15 • • • OPUS MUSP Traffic Impact Studv 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 (11 E) Trip Generation rates or formulas. • Gross vehicular trips were reduced by 1 b%a 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 from Increment II of the Downtown DRI for the OMNI sub -area. • Gross vehicular trips were also reduced by 10% for pedestrian/bicycle based on estimates from Increment II of the Downtown DRI. • The net external vehicle trips were converted to person -trips using 1.4 persons per vehicle pursuant to City standards. • The vehicular trips assigned to transit were converted back to person -trips using 1.4 persons per vehicle pursuant to City standards. • The net external person -trips were obtained by adding together the project net external person -trips for the vehicle and transit modes. A trip generation summary for the project is provided in Exhibit 9. 4.3.2 Project Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 509, 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 Flour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL % Trips % Trips Trips High -Rise Condominuim 408 DU 232 62% 96 38% 59 155 Retail 5,400 SO. FT. 814 43% 6 57% 8 14 General Office 11,720 SO. FT. 710 18% 3 82% 14 17 GROSS VEHICLE TRIPS ' 56% 105 I 44% 81 1 186 Vehicle Occupancy Adjustment 0 16% of Gross External Trips (1) 56% 17 44% 13 30 Transit Trip Reduction @ 14.90% of Gross External Trips (2) 56% 16 44% 12 28 Pedestrian ! Bicycle Trip Reduction @ 10.00% of Gross External Trips (3) 56% 11 44% 8 19 NET EXTERNAL VEHICLE TRIPS 56% 62 44% 48 110 I 1 i Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle 56% 87 44% 67 154 Net External Person Trips using Transit 0 1.40 Persons/ Vehicle 56% 22 44% 17 39 Net External Person Trips (vehicles and transit modes) 56% 109 44°%p 84 193 Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 1 56% 15 44% 11 26 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 DPI Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRi Increment 11 7. b • • OPUS MUSP Traffic Impact Study Exhibit 10 Cardinal Distribution of Trips Cardinal Direction Distribution TAZ 509 NNE ENE ESE SSE SSW WSW WNW NNW Total 9.34% 3.90% 2.91 % 1.68c%c 16.64% 24.63% 21.59% 19.31% 100% Source: Miami Urban Area Transportation Study Page 18 0 N NE 14ST BISCAYNE BLVD N BAYSHORE DR N. T. S NE 13ST NE12ST -_ ---- (15%) 28% ---�- Lel o N 100% LEGEND ................... XX - ENTER (XX) - EXIT 5% EXHIBIT No PROJECT TRIP ASSIGNMENT OPUS :MLSP 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 2007 person --trip volume without project. The net external project person -trips were then added to get the future person -trip volumes with project. These volumes were compared to the future person -trips capacities to determined future level of service. The future person -trip volume and capacity matrix is shown in Exhibit 12. All corridors analyzed are projected to operate within the established LOS E threshold. 4.5 Future Intersection Capacity Analysis Background growth and committed development trips were combined with the adjusted 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 traffic volumes at the intersections under study. With minor signal timing modifications at the intersection of NE 13 Street/Biscayne Boulevard under existing conditions, all intersections operate within the LOS E standard adopted by the city. Exhibit 15 shows the resulting LOS at the intersections under study. Intersection capacity analysis worksheets are provided in Appendix D. Exhibit 15 Future Intersection Level of Service Intersection S/U Future w/o Project Future w/ Project NE 12 Street / NE 2 Avenue S B B NE 14 Street / Biscayne Boulevard S D D NE 13 Street 1 Biscayne Boulevard S D* D* NE 12 Street 1 Biscayne Boulevard U -- -- NE 14 Street 1 North Bayshore Drive ,S B B NE 13 Street / North Bayshore Drive S B B cn,lrre -PA U= unsignalized S= signalized Note: The unsignalized intersection has no stop controlled movements. *Signal tithing adjustment in order to enhance overall Intersection operations. Page 20 • • • Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix Corridor From To Without Project With Project Dir (a) Existing Pers-Trip Volumes (b) Future Bkg. Pers-Trip 2.0°A, 2.5 (c) Committed Development Pers-Trip (d) Future Pers-Trip Volumes (b)+(c) (e) Projected Transit Capacity (f) Future Pers-Trip Capacity (9) Future w/out Prof Pets -Trip (h) Project Pers-Trip Volume (1) Totai Pers-Trip Volumes (d)+(h) (j) Future Pers-Trip Capacity (k) Future with Proj Pers-Trip v/c (d)I(f) LOS v/c (i)/(1) LOS ill [21 131 141 151 161 [41 [51 BISCAYNE BOULEVARD NE 14 STREET 1.395 NB 2924 3072 200 3272 42 6692 0.49 D 91 3363 6692 0.50 D SB 2153 2262 113 2375 1494 8924 0.27 C 25 2400 8924 0.27 C 1-395 NE 9 STREET NE 3469 3645 186 3831 1494 9360 0.41 C 49 3880 9360 0.41 C SB 2414 2537 238 2775 42 7472 0.37 C 13 2788 7472 0.37 C NORTH BAYSHORE DRIVE NE 15 STREET NE 13 STREET NB 1346 1414 102 1516 42 4820 0.31 C 0 1516 4820 0.31 C SE 1031 1083 99 1182 1494 7052 0.17 C 108 1290 7052 0.18 C NE 2 AVENUE NE 13 STREET 1-395 SO 1509 1586 99 1685 -233 6581 0,26 C 17 1701 6581 0.26 C NE 14 STREET BISCAYNE BLVD N. BAYSHORE DR EB 1262 1326 99 1425 170 4706 0.30 C 107 1532 4706 0.33 C WE 1139 1196 99 1295 121 5388 0.24 C 0 1295 5388 0.24 G 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 DPI Increment II [4) The Total Future Peak Hour Person Trip Capacity is obtained by adding all modes of transportation (Exhibit 5, column (1)) 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 • • • Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix Corridor From To Without Project With Project Dir (a) Existing Pers-Trip Volumes (b) Future Bkg. Pers-Trip 2.0% 2.5 (c) Committed Development Pers-Trip (d) Future Pers-Trip Volumes (b)+(c) (e) Projected Transit Capacity (I) Future Pers-Trip Capacity (9) Future wlout 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 We (d)/(t) LOS v/c (1)/(1L LOS Ilk 121 Isl f41 [51 161 i41 Is) BISCAYNE BOULEVARD NE 14 STREET 1.395 NB 2924 3072 200 3272 42 6692 0.49 D 91 3363 6692 0.50 D SB 2153 2262 113 2375 1494 8924 0.27 C 25 2400 8924 0.27 C 1-395 NE 9 STREET NB 3469 3645 186 3831 1494 9360 0.41 C 49 3880 9360 0.41 C SB 2414 2537 238 2775 42 7472 0.37 C 13 2788 7472 0.37 C NORTH BAYSHORE DRIVE NE 15 STREET NE 13 STREET NB 1346 1414 102 1516 42 4820 0.31 C 0 1516 4820 0.31 C SB 1031 1083 99 1182 1494 7052 0 17 C 108 1290 7052 0.18 C NE 2 AVENUE NE 13 STREET 1-395 SB 1509 1586 99 1685 -233 6581 0.26 C 17 1701 6581 0.26 C NE 14 STREET BISCAYNE BLVD N. BAYSHORE DR EB 1262 1326 99 1425 170 4706 0-30 C 107 1532 4706 0.33 C WB 1139 1196 99 1295 121 5388 0.24 C 0 1295 5388 0.24 C Notes: [1] The Existing Person Trip Volume 1s 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 DR1 Increment If [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 BISCAYNE BLVD NE 14 ST N BAYSHORE DR N.T.S. 17 —• NE 13 ST 62 (1) — 58(2) 3� N NE12ST -� LEGEND ................... . XX - ENTER (XX) - EXIT OPUS MUSP TRAFFIC IMPACT STUDY ( EXHIBIT No. PM PEAK HOUR PROJECT TRIPS Page 22 13 • BISCAYNE BLVD m N N NE 14ST 36 95 .- 35 NE 13 ST Al 91 t 123 ,N -- 143 -4-- 215 — 515 V N 131 57 124 0 V) co Z L N m N -�..--- 505 7 NE 12ST 563 rn 0 dPa ? 3.1E3 OPUS MUSP TRAFFIC IMPACT STUDY FUTURE WITH PROJECT PM PEAK TRAFFIC VOLUMES XHIBIT No. 14J Page 23 OPUS MUSP Traffic Impact Study • 4.6 Site Access Access to the site is proposed on NE 13 Street. The project trips were assigned to the driveway and analyzed. Unsignalized HCS analysis results show adequate operations. The analysis worksheet is included in Appendix D. • • Page 24 OPUS MUSP Traffic Impact Study • • • 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of OPUS was performed in accordance with the approved methodology submitted to the city. Analysis of future (2007) traffic conditions with the project during the PM peak hour shows that the City of Miami's adopted Level of Service standards will not be exceeded. Signal timing modifications are recommended for the intersection of NE 13 Street/Biscayne Boulevard in order to enhance overall intersection operations under existing conditions. 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. OPUS MUSP March 2004_doc Page 25 • • • Appendix A Approved Transportation Methodology & Site Plan DAVID PLUMMER & ASSOCIATES, INC. illTRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL To: Affiliation: From: RE: cc: Facsimile Transmission Ms. Jenn King, PE URS Corporation Sonia Shreffler-Bogart, PE OPUS - #04124 file Fax #: Phone #: Date: Pages: (954) 739-1789 (954) 739-1881 March 1, 2004 2 page(s), including cover .Tenn: Per our conversation, the intersections and segments from our previous methodology have been revised. Charleville Development is pursuing City of Miami approvals for a residential project located in the 1300 block of Biscayne Boulevard in Miami, Florida. The project consists of approximately 408 residential dwelling units, 5,400 SF of retail space, 11,720 SF of office space and a 556 space parking garage. Access to the site is proposed on NE 13 Street and North Bayshore Drive, please see attached site plan. The subject site is located within limits 111) of the Downtown Miami Area -wide DRI. • 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 six major intersections in the immediate project vicinity. 1. NE 13 Street / Biscayne Boulevard 2. NE 14 Street / Biscayne Boulevard 3. NE 13 Street / North Bayshore Drive 4. NE 14 Street / North Bayshore Drive 5. NE 12 Street / NE 2 Avenue 6. NE 12 Street / Biscayne Boulevard 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: 1. Biscayne Boulevard between NE 14 Street and 1-395 2. Biscayne Boulevard between 1-395 and NE 9 Street 3. NE 2 Avenue between NE 13 Street and 1-395 4. Bayshore Drive between NE 15 Street and NE 13 Street 5. NE 14 Street between Biscayne Boulevard and Bayshore Drive 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE'. 305 447-0900, FAX: 305 444-4986 dpa©dplummer.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 (Biscayne Boulevard, N'E 2 Avenue and NE 14 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 II of the Downtown DRI. • Corridor capacity will be estimated using generalized vehicular capacities (converted to person -trips) from the Downtown DRI, FDOT LOS Manual, or other acceptable equivalent. • Project Traffic —project trip generation will be based on the calculation of person -trips consistent with the city of Miami Comprehensive Plan. Person -trips generated by the project will be established using the following procedure consistent with Increment II of the Downtown DRI: 1. Determine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (ITE) Trip Generation rates or forwrrulas. 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 II of the Downtown DRI. 4. Reduce gross vehicular trips by a pedestrian/bicycle reduction based on estimates from Increment II of the Downtown DRI. 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. 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. If you have any questions you can contact me at (305) 447-0900. • trtCfic_meth_fax revised 030104.doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dpiummer.com J • • • • Appendix B Traffic Counts & Signal Timings • Raw Traffic Counts • • Traffic Survey Specialists, Inc. 624 Gardenia Terrace 0 Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0309028.PRN Station : 000000030708 Identification : 000058410067 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Biscayne Boulevard Btwn NE 13 & 14 Sts ******************************************************************************* Mar 9 Southbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- 15 79 41 32 42 33 49 102 227 361 355 298 274 30 74 39 41 31 27 39 118 240 328 355 269 279 45 65 39 35 31 31 73 181 296 368 312 239 268 00 65 54 32 31 40 82 195 355 347 300 252 263 Hr Total 283 173 140 135 131 243 596 1118 1404 1322 1058 1084 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 276 313 276 247 243 300 245 -261 189 147 146 128 30 277 306 261 264 259 316 274 255 139 146 110 112 45 313 282 251 237 230 279 273 203 189 173 140 93 00 254 284 269 237 313 306 318 180 144 142 96 101 Total 1120 1185 1057 985 1045 1201 1110 899 661 608 492 434 24 Hour Total : 18484 AM peak hour begins : 08:30 AM peak volume : 1425 Peak hour factor : 0.97 PM peak hour begins : 16:45 PM peak volume : 1208 Peak hour factor : 0.96 ******************************************************************************* Mar 9 Northbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 105 61 40 36 35 r�42 98 207 252 319 276 306 30 122 61 39 38 27 55 143 204 289 277 261 310 45 92 41 34 44 42 72 180 290 300 312 265 332 00 82 44 42 38 41 91 222 296 292 285 294 332 ' Hr Total 401 207 155 156 145 260 643 997 1133 1193 1096 1280 End Time 12 13 14 15 16 17 16 19 20 21 22 23 15 349 290 308 319 383 363 373 325 244 153 233 173 30 305 331 294 312 391 388 405 331 241 189 240 142 45 297 287 315 395 388 407 391 275 243 207 228 118 00 374 346 280 359 355 404 345 266 237 209 179 117 Hr Total 1325 1254 1197 1385 1517 1562 1514 1197 965 758 880 550 24 Hour Total : 21770 AM peak hour begins : 11:15 AM peak volume : 1323 Peak hour factor : 0.95 PM peak hour begins : 17:30 PM peak volume : 1589 Peak hour factor : 0.98 ******************************************************************************* • Hr Total 684 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 S***************************************************************************** Data File : D0309028.PRN Station : 000000030708 Identification : 000058410067 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Biscayne Boulevard Etwn NE 13 & 14 Sts ******************************************************************************* Mar 9 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 184 102 72 78 68 91 200 434 613 674 574 580 30 196 100 80 69 54 94 261 444 617 632 530 589 45 157 80 69 75 73 145 361 586 668 624 504 600 00 147 98 74 69 81 173 417 651 639 585 546 595 380 295 291 276 503 1239 2115 2537 2515 2154 2364 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 625 603 584 566 626 663 618 586 433 300 379 301 30 582 637 555 576 650 704 679 586 380 335 350 254 45 610 569 566 632 618 686 664 478 432 380 368 211 00 628 630 549 596 668 710 663 446 381 351 275 218 Total 2445 2439 2254 2370 2562 2763 2624 2096 1626 1366 1372 984 iii Hour Total : 40254 AM peak hour begins : 08:30 AM peak volume : 2613 Peak hour factor : 0.97 PM peak hour begins : 17:00 PM peak volume : 2763 Peak hour factor : 0.97 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace 400 Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************* Data File : D0309032.PRN Station : 000000030709 Identification : 000058410100 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 14th Street Btwn Biscayne & Bayshore ******************************************************************************* Mar 9 Westbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 13 12 7 10 13 13 24 54 69 93 55 39 30 14 13 9 20 5 7 22 51 73 68 44 46 45 7 7 6 7 13 21 34 57 85 61 41 48 00 13 13 7 18 3 14 29 56 66 55 49 33 Hr Total 47 45 29 55 34 55 109 218 293 277 189 166 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 45 73 46 69 68 80 61 41 36 21 32 25 30 52 56 57 65 62 80 62 35 19 18 19 15 45 62 61 68 56 53 56 72 36 34 19 22 20 00 43 63 37 55 68 56 59 31 44 29 13 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Total 202 253 208 245 251 272 254 143 133 87 86 83 0 Hour Total : 3734 AM peak hour begins : 08:15 AM peak volume : 317 Peak hour factor : 0.85 PM peak hour begins : 16:45 PM peak volume : 284 Peak hour factor : 0.89 ******************************************************************************* Mar 9 Eastbound Volume for Lane 2 End Time 00 01 02 03 04 15 25 11 4 10 16 30 20 13 14 13 11 45 11 5 7 15 17 00 10 21 14 7 12 Hr Total 66 50 39 23 27 42 51 45 56 143 05 06 44 33 50 53 180 07 08 09 10 11 59 65 100 64 49 64 77 79 50 48 61 96 91 73 61 70 82 67 46 61 254 320 337 233 219 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 62 61 52 64 52 77 83 42 29 29 27 24 30 63 58 57 48 58 71 69 62 31 20 46 15 45 61 72 71 67 67 79 77 55 32 29 31 20 00 51 63 58 79 57 78 66 39 28 48 35 14 -- Hr Total 237 254 238 258 234 305 M295 198 120 126 139 73 24 Hour Total : 4419 AM peak hour begins : 08:30 AM peak volume : 357 Peak hour factor : 0.89 PM peak hour begins : 17:15 PM peak volume : 311 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 2 ******************************************************************************** Data File : D0309032.PRN Station : 000000030709 Identification : 000058410100 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 14th Street Btwn Biscayne & Bayshore ******************************************************************************* Mar 9 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 38 23 11 20 29 36 68 113 134 193 119 88 30 34 26 23 33 16 34 55 115 150 147 94 94 45 18 12 13 22 30 63 84 118 181 152 114 109 00 23 34 21 25 15 65 82 126 148 122 95 94 Hr Total 113 95 68 100 90 198 289 472 613 614 422 385 End Time 12 13 15 107 134 30 115 114 45 123 133 00 94 126 *Total 439 507 14 98 133 114 113 139 123 95 134 446 503 485 577 549 341 253 213 225 156 15 16 120 120 120 125 17 18 19 20 21 22 23 157 144 83 65 50 59 49 151 131 97 50 38 65 30 135 149 91 66 48 53 40 134 125 70 72 77 48 37 Hour Total : 8153 AM peak hour begins : 08:15 AM peak volume : 672 Peak hour factor : 0.87 PM peak hour begins : 17:00 PM peak volume : 577 Peak hour factor : 0.92 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 9 Volume Report with 24 Hour Totals Page 1 ****************************************************************************** Data File : D0309033.PRN Station : 000000030710 Identification : 000110252092 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Bayshore Drive Btwn NE 13 & 14 Streets ******************************************************************************* Mar 9 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 23 23 7 12 13 15 15 28 55 65 42 50 30 40 11 14 20 11 13 24 35 63 43 59 43 45 19 14 10 16 12 29 37 47 53 44 48 57 00 25 26 25 12 14 18 48 42 48 62 45 60 Hr Total 107 74 56 60 50 75 124 152 219 214 194 210 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 62 69 72 69 71 122 101 62 41 53 46 34 30 54 51 48 93 81 84 97 77 48 38 58 31 45 65 54 68 97 85 102 97 70 41 35 45 29 00 54 58 59 99 93 114 82 59 55 36 37 25 Total 235 232 -247 358 330 422 377 268 185 162 186 119 Hour Total : 4656 AM peak hour begins : 11:30 AM peak volume : 233 Peak hour factor : 0.90 PM peak hour begins : 17:00 PM peak volume : 422 Peak hour factor : 0.86 Mar 9 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 22 16 8 13 9 15 32 78 126 135 69 79 30 22 16 9 21 14 12 37 83 130 119 83 68 45 14 13 9 17 17 32 68 118 133 97 73 81 00 21 13 11 13 10 31 70 114 132 100 92 79 Hr Total 79 58 37 64 50 90 207 393 521 451 317 307 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 66 76 90 80 101 102 79 66 54 53 42 33 30 89 87 98 92 75 100 71 71 54 40 37 28 45 81 91 90 89 92 80 88 87 57 48 45 23 00 73 106 69 81 89 86 86 59 54 47 32 27 Hr Total 309 360 347 342 357 368 324 283 219 188 156 111 24 Hour Total : 5938 AM peak hour begins : 08:15 AM peak volume : 530 Peak hour factor : 0.98 PM peak hour begins : 13:30 PM peak volume : 385 Peak hour factor : 0.91 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************* Data File : D0309033.PRN Station : 000000030710 Identification : 000110252092 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Bayshore Drive Btwn NE 13 & 14 Streets ******************************************************************************* Mar 9 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 45 39 15 25 22 30 47 106 181 200 111 129 30 62 27 23 41 25 25 61 118 193 162 142 111 45 33 27 19 33 29 61 105 165 186 141 121 138 00 46 39 36 25 24 49 118 156 180 162 137 139 Hr Total 186 132 93 124 100 165 331 545 740 665 511 517 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 128 145 162 149 172 224 180 128 95 106 88 67 30 143 138 146 185 156 184 168 148 102 78 95 59 45 146 145 158 186 177 182 185 157 98 83 90 52 00 127 164 128 180 182 200 168 118 109 83 69 52 "Total 544 592 594 700 687 790 701 551 404 350 342 230 z.2 Hour Total : 10594 AM peak hour begins : 08:15 AM peak volume : 759 Peak hour factor : 0.95 PM peak hour begins : 17:00 PM peak volume : 790 Peak hour factor : 0.88 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 411 Volume Report with 24 Hour Totals Page 1 ****************************************************************************** Data File : D0309035.PRN Station : 000000030711 Identification : 000110252090 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : NE 2nd Avenue Btwn NE 13th & 12th Street ******************************************************************************* Mar 9 Southbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 17 20 26 8 17 14 59 97 243 229 133 143 30 21 15 8 21 14 26 96 126 238 238 131 162 45 11 14 8 10 11 30 105 211 257 191 143 163 00 14 19 12 9 25 50 123 224 235 162 129 169 Hr Total 63 68 54 48 67 120 383 658 973 820 536 637 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15--- -159 150 �160 176 219 233 157 92 70 35 76 22 30 161 119 126 200 180 183 142 81 45 46 70 20 45 175 153 163 193 283 164 115 99 57 45 37 22 00 124 147 164 170 211 135 99 65 38 68 23 18 Total 619 569 613 739 893 715 513 337 210 194 206 82 it, Hour Total : 10117 AM peak hour begins : 08:00 AM peak volume : 973 Peak hour factor : 0.95 PM peak hour begins : 16:30 PM peak volume : 910 Peak hour factor : 0.80 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 IIIVolume Report with 24 Hour Totals Page 1 ***************************************************************************** Data File : D0309034.PRN Station : 000000030707 Identification : 000058410190 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Biscayne Boulevard South of NE 10th St ******************************************************************************* Mar 9 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 126 66 23 36 20 34 66 127 198 294 309 345 30 156 48 38 62 22 41 86 141 257 290 302 368 45 148 37 27 40 36 52 98 185 234 314 294 378 00 82 52 24 39 38 57 113 199 258 277 313 340 Hr Total 512 203 112 177 116 184 363 652 947 1175 1218 1431 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 447 384 349 451 437 494 475 387 344 193 373 280 30 438 445 388 407 449 515 482 395 306 217 374 210 45 434 395 432 450 455 513 464 356 291 257 351 161 00 400 425 394 456 427 514 401 305 272 242 233 136 Hr Total 1719 1649 1563 1764 1768 2036 1822 1443 1213 909 1331 787 Hour Total : 25094 peak hour begins : 11:30 AM peak volume : 1603 Peak hour factor : 0.90 PM peak hour begins : 17:00 PM peak volume : 2036 Peak hour factor : 0.99 ******************************************************************************* Mar 9 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 84 47 Y 25 35 35 46 140 283 457 465 361 327 30 74 38 41 30 44 81 217 324 457 413 337 315 45 86 35 25 37 29 111 255 359 496 452 316 309 00 58 47 33 37 77 133 267 434 489 375 334 289 Hr Total 302 167 124 139 185 371 879 1400 1899 1705 1348 1240 End Time 12 13 14 15 16 17 18 19 20 21 22 23 _M_15 338 297 315 267 253 300 296 416 218 130 142 107 30 327 374 299 285 248 326 330 379 146 123 123 112 45 360 329 292 262 256 337 322 313 150 146 127 99 00 290 343 297 243 280 330 396 225 136 152 112 91 Hr Total 1315 1343 1203 1057 1037 1293 1344 1333 650 551 504 409 24 Hour Total : 21798 AM peak hour begins : 08:15 AM peak volume : 1907 Peak hour factor : 0.96 PM peak hour begins : 18:30 PM peak volume : 1513 Peak hour factor : 0.91 ******************************************************************************* • Traffic Survey Specialists, Inc. 624 Gardenia Terrace 0 Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ****************************************************************************** Data File : D0309034.PRN Station : 000000030707 Identification : 000058410190 Interval : 15 minutes Start date : Mar 9, 04 Start time : 00:00 Stop date : Mar 9, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : Biscayne Boulevard South of NE 10th St ******************************************************************************* Mar 9 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 15 30 45 00 Hr Total 210 113 48 71 55 80 206 410 230 86 79 92 66 122 303 465 234 72 52 77 65 163 353 544 140 99 57 76 115 190 380 633 814 370 236 316 301 555 1242 2052 08 655 714 730 747 2846 2880 09 10 759 703 766 652 670 639 610 647 2566 11 672 683 687 629 2671 End Time 12 13 14 15 15 785 681 664 718 30 765 819 687 692 45 794 724 724 712 00 690 768 691 699 I Total 3034 2992 2766 2821 16 690 697 711 707 2805 17 794 841 850 844 3329 18 771 812 786 797 19 803 774 669 530 3166 2776 20 562 452 441 408 1863 21 22 23 323 515 387 340 497 322 403 478 260 394 345 227 1460 1835 1196 Hour Total : 46892 AM peak hour begins : 08:45 AM peak volume : 2975 Peak hour factor : 0.97 PM peak hour begins : 17:00 PM peak volume : 3329 Peak hour factor : 0.98 ******************************************************************************* • NE 12TH STREET & NE 2ND AVENUE MIAMI, FLORIDA CQUNTED BY: RICE NENDEZ TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & WEDS Site Code : 00040049 Start Date: 03/09/04 Pile I.D. : 12ST2AVB Page : 1 NE 2ND AVENUE From North Peds Right Thru Left Date 01/09/04 16:00 0 136 81 0 16:15 2 116 62 0 16:30 0 212 68 0 16:45 1 145 91 0 Er Total 3 609 302 0 17:00 0 139 88 0 17:15 1 112 78 0 17:30 2 78 90 0 17;45 1 77 64 0 Er Total 4 406 320 0 NE 12TH STREET From East Peds Right Thru Left NE 2ND AVENUE From South Peds Right Thru Left NE 12TH STREET From West Vehicle Peds Right Thru Left Total 0 0 124 1 0 0 125 0 0 1 95 0 1 0 154 1 1 1 498 2 0 0 158 0 0 0 154 0 1 0 132 2 G 0 12j 1 1 0 570 3 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 5 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 4 0 0 0 10 0 0 0 342 303 376 391 1412 385 344 302 268 1299 *TOTAL* 7 1015 622 0( 2 1 1068 5 • • 4 0 0 0 j 15 0 0 0 2711 NE 12TH STREET & NE 2ND AVENUE MIAMI, FLORIDA �NfiED BY: RICE MENDEZ TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 0004004g Start Bate: 03/C9/04 File I.D. : 12ST2AVE Page : 2 NE 2ND AVENUE From North Peds Right Thru Left Date 03/09/04 7 7 NE 12TH STREET 0 1,068 1,015 • 2,083 0 0 0 0 0 15 • 15 NE 12TH STREET From East Peds Right Thru Left NE 2ND AVENUE From South Peds Right Thru Left NE 12TH STREET From West Peds Right Thru Left Vehicle Total 1,015 1,015 NE 2ND AVENUE 622 622 1,637 0 0 1,638 0 0 1 ALL VEHICLES & PEDS 2,083 1,07 Intersection Total 2,711 5 622 0 627 627 0 0 NE 2ND AVENUE 2 2 1 1,074 1,068 0 0 0 • 1,068 5 5 0 NE 12TH STREET 0 0 0 0 0 • 4 4 NE 12TE STREET & NE 2ND AVENUE MIAMI, FLORIDA COUNTED BY: RICH MENDEZ TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES ti PEDS Site Code : 00040049 Start Date: O3/09/04 File I.D. : 12ST2AVB Page : 3 NE 2ND AVENUE From North NE 12TH STREET From East Peds Right Thru Left Peds Right Thru Left Date O3/O9/04 Peak Hour Analysis By Entire Intersection for the Period: Peak start 16:30 16:30 Volume 608 325 0 1 561 1 Percent 651 35% 0% 01 1001 01 Pk total 933 563 Highest 16:30 17:00 Volume - 212 68 0 0 158 0 Hi total 280 158 PEP .83 .89 • 2 2 NE 12TH STREET 0 561 608 1,169 0 0 0 0 0 0 7 • 7 608 608 NE 2ND AVENUE From South NE 12TH STREET From Wiest Peds Right Thru Left Peds Right Thru Left Vehicle Total 16:00 to 18:00 on 03/09/04 16:30 0 0 0 01 01 01 0 16:00 0 0 0 .0 NE 2ND AVENUE 325 325 933 0 0 934 0 0 1 J ALL VEHICLES & PEDS ,169 56 Intersection Total 1,496 1 325 0 326 326 0 0 NE 2ND AVENUE 16:30 0 0 0 01 at o1 a 16:00 0 0 0 a .0 1 1 1 563 561 0 0 0 561 1 1 0 NE 12TH STREET 0 0 0 0 0 4 4 NE 14TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA •ED BY: THOMAS & ROSIE BURGOS TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BRACH, FLORIDA 33444 (561) 272.3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09/04 File I.D. : 14STBI5C Page : 1 BISCAYNE BOULEVARD From North Peds Right Thru Lef Date 03/09/04 NE 14TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 14TH STREET From West Peds Right Thru Left Vehicle Total 16:00 2 6 222 6 16:15 3 3 236 5 16:30 4 8 203 1 16:45 5 10 254 10 Er Total 14 27 915 22 17:00 9 6 258 7 17:15 9 5 309 8 17:30 7 9 253 12 17:45 6 9 273 10 Er Total 31 29 1093 37 0 12 16 23 0 10 23 30 0 9 22 24 2 7 21 37 2 38 82 114 0 11 29 35 1 12 32 32 2 8 15 25 1 10 17 10 3 41 93 122 0 29 401 26 0 25 414 20 1 34 369 20 0 24 380 15 1 112 1564 81 2 36 366 13 0 34 428 22 3 41 446 22 3 43 410 10 8 154 1650 67 8 6 11 4 7 5 20 8 9 6 27 9 8 10 17 32 27 75 30 11 12 23 11 7 7 20 10 8 7 18 9 5 10 16 4 31 36 77 34 762 799 732 794 3087 807 919 865 842 3433 *TOTALt 45 56 2008 59 1 5 79 175 236 9 266 3214 • • 148 63 63 152 64 1 6520 NE 14T2 STREET & BISCAYNB BOULEVARD MIAMI, FLORIDA TH➢ BY: THOMAS & ROSIE BURGOS TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4321 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09/04 File I.D. : 14STBISC Page : 2 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 01/09/04 45 45 NE 14TH STREET 148 175 379 56 64 64 152 NE 14TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 14TH STREET From Wiest Peds Right Thru Left Vehicle Total 56 56 BISCAYNE BOULEVARD 2,008 2,008 2,123 152 279 63 63 63 63 59 59 5,480 64 3,214 79 3,357 ALL VEHICLES & PEDS 58 96 Intersection Total 6,520 236 2,008 63 2,307 5,935 148 148 5 5 79 79 490 175 3,628 • 3,214 BISCAYNE BOULEVARD 3,214 1 266 266 175 236 236 59 477 152 266 NE 14TH STREET 9 9 NE 14TH STREET 8 BISCAYNE BOULEVARD MIAMI, FLORIDA �TEfl BY: THOMAS & ROSIE BURGOS TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 {561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PROS Site Code : 00040049 Start Date: 03/09/04 File I,D. : I4STBISC Page : 3 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 03/09/04 NE 14TH STREET From East Peels Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 14TH STREET From West Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire intersection for the Period: 16:00 to 18:00 on 03/09104 Peak start 17:00 17:00 17:00 Volume 29 1093 37 - 41 93 122 - 154 1650 67 Percent 3t 94% 3% 161 36% 481 B% 881 4% Pk total 1159 256 1871 Highest 17:15 17:15 17:30 Volume 5 309 8 - 12 32 32 41 446 22 Hi total 322 76 509 PRF .90 .84 .92 • 31 31 NE 14TH STREET 67 93 189 29 34 34 77 29 29 BISCAYNE BOULEVARD 1,093 1,093 1,159 77 147 36 36 31 • 31 37 37 2,884 34 1,650 41 1,725 ALL VEHICLES & PEDS 36 52 Intersection Total 3,433 122 1,093 36 1,251 3,122 67 67 17:00 - 36 77 34 - 24% 521 23% 147 17:00 12 23 11 46 .80 3 3 41 41 93 256 93 122 122 268 NE 14TH STREET 1,871 BISCAYNE BOULEVARD 1,650 1,650 1 37 77 154 154 154 8 8 NE 13TH STREET a BISCAYNE BOULEVARD MIA9I, FLORIDA TEA 3Y: MIKE MALON$ WEST SIDE CLOSED, CONSTRUCTION TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX )561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09/04 File I.D. : 13STBISC Page : 1 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 03109/04 NE 13TH STREET From East Peds Right Tbru Left BISCAYNR BOULEVARD From South Pods Right Thru Left CLOSED From West Pods Right Thru Left Vehicle Total 16:00 2 0 249 16:15 3 0 276 16:30 1 0 226 16'45 3 0 306 Hr Total 9 0 1057 17:00 6 1 300 17:15 7 0 344 17:30 8 0 289 17:45 7 0 314 Hr Total 28 1 1247 0 0 0 0 0 0 0 1 0 2 0 3 1 0 1 0 2 25 41 38 29 133 18 28 30 18 94 0 0 0 0 0 0 0 a 0 0 105 86 100 110 401 134 161 139 126 560 0 1 0 a 1 0 1 0 0 1 0 a 0 0 0 0 a 0 0 425 419 405 392 1641 421 451 476 447 1795 0 a a 0 0 0 0 0 0 0 0 0 804 0 0 0 0 822 0 0 0 0 769 0 0 0 0 8.37 0 0 0 0 3232 0 0 0 0 874 0 0 0 0 984 0 0 0 0 934 0 0 0 0 i05 0 0 0 0 3697 *TOTAL* 37 1 2304 0 • • 5 227 0 961 E 2 0 3436 0 0 0 0 0 6929 Ni 13TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA iiiiTED BY: MIRE MALONE : WEST SIDE CLOSED, CONSTRUCTION TRAFFIC SURVEY SPECIALISTS, INC. 524 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 {561) 272-3255 FAX (551) 272-4381 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09/04 File I.D. : I3STBISC Page : 2 BISCAYNE BOULEVARD Prom North Peds Right Thru Left Date 03/09iO4 37 37 CLOSED 0 0 1 • 1 0 0 0 0 0 0 • 0 NE 13TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left CLOSED From West Vehicle Peels Right Thru Left Total 1 1 BISCAYNE BOULEVARD • 2,304 2,304 2,305 0 0 5,968 0 3,436 227 3,663 ALL VEHICLES & PEDS 1,18 Intersection Total 6,929 961 2,304 0 3,265 6,701 0 0 1,18 3,436 • 3,436 BISCAYNE BOULEVARD 3,436 5 5 227 227 0 0 961 961 0 NE 13TH STREET 0 0 0 0 0 2 2 NE 13TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA BD BY: MIRE KALONE WEST SIDE CLOSED, CONSTRUCTION TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACE, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09/04 File I.D, : 13STBISC Page : 3 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 03/09/04 NE 13TH STREET From East Peds Right Thru Left BISCAYNE BOULEVARD From South Pede Right Thru Left CLOSED From hest Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire Peak start 17:00 Volume Percent Pk total 1248 Highest 17:15 Volume 0 344 Hi total 344 PEF .91 • Intersection for the Period: 16;00 to 18:00 on 03/09/04 1 1247 0 0% 1001 01 28 28 CLOSED 0 0 1 0 0 0 0 0 0 0 • 0 17:00 654 17:15 189 .87 1 94 0 560 141 01 861 28 161 17:00 1795 17:30 476 .94 ISCAYNE BOULEVARD 1,247 1,247 1,248 0 0 3,137 0 1795 01 1001 476 0 1,795 94 1,889 ALL VEHICLES & PEDS Intersection Total 3,697 560 1,247 0 1,807 3,602 0 0 65 0 01 65 1,795 BISCAYNE BOULEVARD 1,795 1,795 17:00 0 0 0 01 01 01 0 16:00 0 .0 0 0 0 2 2 94 94 0 0 560 560 0 NE 13TH STREET 0 0 0 0 0 1 1 0: rl i s.LU_ .L JG gib. .—U._ 1 ,.111:1-1ALL'7` PAGE P 7 1.1 13TE Sniff & BISCAYN! BOULEVARDrDS I NIA31I, Fi,0R1DA " i1 l0 BY: PALOXlli° t SCl:1NITEB&RG8¢ •tC/1,—)CL-i// k") BISCAYNE BLVD Fran North Pede fight Thru Left Date 08/02101 07:00 0 07:15 0 07:30 0 Ia1�4i_ 0 8x Total 0 08:00 08:15 08:30 DI:45 Br Total 11:00 11:15 11:30 11;45 lotal 1 0 0 0 0 0 25 22 17 72 26 12 15 17 70 ' B&BAI ' 0 0 0 12:15 0 12:30 0 12:45 2 Br Total 0 13:00 0 13:15 0 13:30 0 13:15 Br Total 0 ' BR8it1 0 o- 11 21 15 18 8 11 54 171 212 284 319 992 348 351 386 319 1403 3 0 2 0 0 0 0 0 0 0 NB 13TH STRBBT Prom Bast Traffic Survey Specialists, Itc, 624 Cardeaia Terrace Delray Beach, Florida 33444 156:) 272.3255 Fax (561} 272-4381 CYCLES, CAPS 6 P0, TROCIS, BUSSES BISCAYKB BLVC 1?raw South >reds Right Thru left Peda Eight Thru Left Site Code : 00010108 Start Date: 06 02/01 Pile I.D. : N813S7S1 Page 1 NB 13T8 STRBBT Frog Neat Peels Right Tarn 1 0 0 2 0 1 1 2 9 19 37 0 0 5 31 44 0 0 11 31 75 0 0 13 39 81 4 36 120 236 0 4 17 .56 109 0 0 21 40 122 1 0 6 45 165 0 0 13 50 144 0 g 57 191 53i 1 0 202 2:4 248 241 956 272 278 259 299 1108 4 :5 22 19 60 26 21 2E 17 92 Left vehicle Total 1 0 0 1 0 0 3 9 0 2 0 0 7 0 0 3 0 I 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 D 0 - 0 0 457 546 693 782 2478 854 844 904 156 3460 0 0 241 2$5 513 0 0 0 0 262 0 256 0 282 0 105( 8 300 0 $ 284 0 0 0 0 2 r r 16 589 0 0 0 4 4 0 0 0 a 18 33 51 0 32 19 51 0 0 0 0 0 123 0 0 9f a 0 209 0 0 17 26 118 0 0 19 37 105 0 0 15 31 88 0 0 116 1 0 2 59 130 431 1 0 4 27 1 37 41 4C 114 0 0 96 0 0 0 0 0 0 0 81 21C 0 0 a 0 325 343 848 320 332 322 345 1319 366 325 0 1 691 0 0 24 24 48 27 16 31 21 95 27 25 0 0 52 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 6 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 3 0 j 1 4 0 0 0 0 0 778 783 1561 755 717 797 815 3114 3 0 0 0 002 2 0 0 0 120 0 0 0 0 0 0 ,1 4 0 5 0 0 0 1701 16:00 0 14 218 0 1 {t 64 83 0 0 375 54 1 0 0 0` B48 14:15 0 10 190 0 7 30 31 64 0 0 404 46 1 0 0 0 775 16:30 0 12 231 0 1 25 54 88 0 0 405 42 0 0 0 0 861 ii:15 j 14 114 0 C 37 34 87 0 311 11 0 Q 0 0 a Br Total 2 50 823 0 9 131 153 322 0 0 1572 173 2 0 0 0 3259 17:00 0 30 233 0 0 30 53 82 0 0 417 37 3 0 0 0 162 17:15 0 11 236 0 5 30 49 68 0 0 457 54 2 0 0 0 905 17:30 0 17 205 0 0 2C 52 64 0 0 425 38 0 0 0 0 121 1;15 0 14 155 0 0 24 44 66 0 0 388 31 4 ¢ 0 0 7E6 or Total 0 72 873 0 3 104 19E 280 0 0 1667 160 9 0 0 0 3374 • AS 12TE STREET i BISCAYNE BOULEVARD MIAMI, FLORIDA C NTBD BY: "MO0NIE" IGNALIZBD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (5611 272-3255 FAX (5611 272-4381 ALL VEUICLES & PEDS Site Code : 00040049 Start Dater 03/09/04 File I.D. : 12STB1SC Page : 1 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 03/09/04 16:00 16:15 16:30 16.45 Hr Total 17:00 17:15 17:30 17:45 Br Total a 0 0 0 0 0 0 0 0 0 87 104 89 132 412 142 120 114 98 474 175 219 215 237 846 235 306 276 264 1081 0 0 0 0 0 0 0 0 0 TO 1-395 From East Peds Right Thru Left BISCAYNB BOULEVARD Prom South Peds Right Thru Left IN8 12TH STRRBT From West Peds Right Thru Left Vehicle Total 1 2 1 5 9 6 4 3 3 16 0 0 0 0 0 0 0 0 0 0 0 0 0 3 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 a 90 130 123 118 461 159 161 148 150 618 311 371 361 310 1353 354 356 344 367 1421 2 3 1 1 7 2 0 1 1 4 2 3 6 2 13 1 0 4 2 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 665 827 789 798 3079 892 943 883 880 3598 *TOTAL* 0 886 1927 0 25 0 0 0 0 1079 2774 11 1 20 0 0 0 • • 6677 NB 12TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA COUNTED BY: 'MOONIE' �IGNALIZRD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX 15611 272-4381 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09/04 File I.D. : 12STBISC Page : 2 BISCAYNE BOULEVARD From North Peels Right Thru Left Date 03/09/04 0 0 TO I-395 From East Peds Right Thru Lef BISCAYNE BOULEVARD From South Peds Right Thru Left NE 12TH STREET From West Peds Right Thru Left Vehicle Total 886 886 NE 12TH STREET 11 0 897 886 • 0 0 0 0 0 0 20 • 20 BISCAYNE BOULEVARD • 1,927 1,927 2,813 0 0 97 5,587 0 2,774 0 2,774 ALL VEHICLES & PEDS 1,07 Intersection Total 6,677 0 1,927 0 1,927 5,791 11 11 3,864 • 2,774 BISCAYNE BOULEVARD 2,774 25 25 0 0 0 0 0 0 1,079 TO 1-395 0 0 1,079 • 1,079 1,079 0 0 NE 12TH STREET & BISCAYNE BOULEVARD MIAMI, FLORIDA CGoED BY: 'MOONIS' IGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX 1561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09/04 File T.D. : 12STBISC Page : 3 BISCAYNE BOULEVARD From North Peds Right Thru Left Date 03/09/04 Peak Hour Analysis By Entire Peak start 17:00 Volume 474 Percent - 301 Pk total 1555 Highest 17:15 Volute - 120 306 Hi total 426 P8F .91 • 1081 0 701 01 0 0 TO 1-395 From East Peds Right Thru Left BISCAYNE BOULEVARD From South Peds Right Thru Left NE 12TH STREET From West Peds Right Thru Left Vehicle Total Intersection for the Period: 16:00 to 16:00 on 03/09/04 17:00 17:00 0 0 0 - b18 1421 4 01 01 01 - 301 70% 01 0 2043 16:00 17:45 0 0 0 - 1S0 367 1 0 518 .0 .99 474 474 NE 12TH STREET 4 0 478 474 0 0 0 0 0 0 7 • 7 BISCAYNE BOULEVARD 1,081 1,081 1,555 78 0 0 2,976 0 1,421 0 1,421 ALL VEHICLES & PEDS Intersection Total 3,598 0 1,081 0 1,081 3,124 61 1------ 2,043 4 4 • 1,421 BISCAYNE BOULEVARD 1,421 1 17:00 0 01 0 16:00 0 .0 16 0 0 01 01 0 0 16 0 0 0 0 0 0 618 TO I-395 0 0 618 618 618 0 0 11 12Th STREET i NI 2X: AFVfIE3 IIIAMI, FLORIDA ` 17rEB ET: DAVID LRCflVAILIBR iio e 12 cT R9 0iiD AVENUE Fro; North Pads Right Ttru Left Date Oa/021101 07:00 07:15 07:30 T7:44 Er Total 1 27 3 52 50 0 73 77 0 77 92 k Traffic Survey Specialiata, Inc. 624 Gardenia Terrace Delray Beach, Florida 31444 '561, 272-1255 Far '(561) 272.4381 CYCLES, CAaS 6 Pi, TAOC1S, EOS68S NE 12TE STRE3T 'VS 2XD AV0X70 From East ,Pros South c 71-1 IA-- S Site Code : 11010106 Start Date: 081024 1 File 1,D, : Yll2S20! Page !NI 1211 STREET From Vest Pede Right Thru Left ( Pede tight Thru le`t. Pads Right Tern Left 0 ' 0 0 26 1 0 0 0 39 0 0 30 0 5 50 0 0 145 09:00 1 101 124 0 08:15 3 96 127 0 08:30 1 101 131 0 Er Total 7 391 564 0 0 0 80 0 A 0 6. 0 0 73 0 0 51 1 0 213 Vehicle 1 0 C 0 1 0 0 0 0 129 C C C C 0 0 0 0 E 13c O 0 0 C 0 0 0 0 1 115 C 0 0 0 pQ ¢ 0 244 i 0 0 2 0 0 0 0 j 161 0 0 0 0 0 0 0 0 30 0 C 0 0 0 0 0 265 0 0 0 C 0 0 0 0 j 305 rL 0 0 __.0 0 334 0 0 l 0 0 0 0 1231 11:00 0 0 0 0 11:15 0 0 0 0 11:30 0 120 76 0 . 5S -0 105 71 Total 0 230 149 0 0 127 65 0 3 5 2 99 76 0 12:30 0 120 65 0 12:45 1 93 74 5 Er ?cta] 3 439 2E0 0 13:00 0 119 94 0 13:15 0 99 69 0 13:10 3 0 0 3 13:45 I 0 Er Total 3 217 153 0 --•-- R BABAI 0 0 0 0 0 0 0 0 0 0 83 0 1 0 71 J 0 154 0 0 0 77 0 0 0 71 0 0 0 64 0 1 0 63 0 0 275 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0; 0 0 0 0 0 0 0 0 0; 214 4 __ _ 0 0 0, Q 249 0 0 0 0 0 0 0 0 533 0 0 0 0 0 0 0 0 O 0 C 0 1 .0 0 I 1 0 0 C 0 0 0 0 265 0 0 0 0 246 0 0 0 0 249 0 0 0 0 ' 230 0 0 0 0 994 1 0 69 0 0 0 0 0 0 0 0 0 211 0 82 0 1 0 0 O 0 0 0 0 250 0 0 0 0 0 0 0 0 0 0 0 00 5 0 0 0 ..0 G 0 0 1! 0 2 0 151 0 1 0 0 0 0 0 0 0 5:1 16:10 1 171 66 0 16:15 3 129 62 0 16:30 0 236 68 0 16:45 2 116 72 0 Er "otil 6 652 261 0 17:00 3 155 75 0 17:15 3 135 63 0 17:30 3 131 57 0 17:45 2 113 45 0 Er Total E 534 240 0 0 0 73 0 3 0 0 0 0 0 92 0 0 0 0 1 0 80 0 0 0 0 0 1 0 315 0( 0 0 0 0 0 B6 0 0 0 94 0 0 0 85 0 1 0 10 Q 1 0 315 0 0 0 0 0 3:0 0 0 0 0 213 0 0 0 II 314 0 0 0 0 ?$_ 0 0 0 0 1235 0 0 9 0 0 0 0 0 3:1 0 0 0 0 0 0 0 0 I 252 0 0 0 O 0 0 0 0 273 1 0 it 0 0 0 113 1 0 0 0 1 0 0 0 O i 1089 N8 14TH STREET R BAYSHORE DRIVE MIAMI, FLORIDA GBD BY: CARLOS GUERRA TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040049 Start Date: 03/09104 File I.D. : 14S`FBAYS Page : 1 BAYSHORE DRIVE From North Peds Right Thru Left Date 03/09/04 16:00 1 39 60 4 16:15 0 32 37 4 16:30 2 31 48 0 ]¢:45 0 46 38 1 Hr Total 3 148 183 9 17:00 1 32 59 1 17:15 1 42 62 1 17:30 0 28 47 2 17:45 3 33 49 2 Hr Total 5 135 217 6 NE 14TE STREET From Rast Peds Right Thru Left BAYSHORE DRIVE From South Peds Right Thru Left NE 14TH STREET From West Peds Right Thru Left Vehicle Total 0 0 12 3 1 5 19 6 0 5 5 4 1 1 8 5 2 11 44 18 0 2 16 6 0 1 10 4 1 1 11 3 0 5 13 5 1 9 50 18 1 0 48 11 0 2 48 8 2 1 51 12 0 0 53 10 3 3 200 41 0 0 73 24 1 2 46 24 0 0 54 9 0 J 57 10 1 2 230 67 2 12 13 20 0 14 13 24 1 18 16 26 0 13 9 31 3 57 51 101 0 19 13 39 2 14 15 29 0 17 18 42 0 17 12 39 2 67 58 149 222 212 217 Zi5 866 284 250 232 242 1008 *TOTAL' 8 283 400 15 3 20 94 36 I 4 5 430 108 f 5 124 109 250 1874 • • NE 14TE STREET & BAYSHORE DRIVE MIAMI, FLORIDA COUNTED BY: CARLOS GUERRA 110 TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 04840049 Start Date: 03/09/04 File I,D. : 14STEAYS Page : 2 BAYSHORE DRIVE From North Peds Right Thru Left Date 01/09/84 8 8 NE 14TH STREET From East Peds Right Thru Left BAYSBORE DRIVE From South Peds Right Thru Left NE 14TH STREET From West Peds Right Thru Left Vehicle Total 283 283 NE 14TH STREET 108 94 485 283 • 250 250 109 BAYSHORE DRIVE 400 400 698 109 483 124 124 5 • 5 15 15 1,398 250 430 20 700 ALL VEHICLES & PEDS 68 27 Intersection Total 1,874 36 400 124 560 1,103 108 108 BAYSHORE DRIVE 3 3 20 20 150 94 543 • 430 430 94 36 36 15 129 109 5 NE 14TH STREET 5 5 4 4 NE 14TE STREET 6 BAYSHORE DRIVE MIAMI, FLORIDA C CITED BY: CARLOS GUERRA TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 15611 272-3255 FAX 561) 272-4381 ALL VESICLES & PODS Site Code : 00040049 Start Date: 03/09/04 File I.D. : 14STBAYS Page : 3 BAYSHORE DRIVE From North Peds Right Thru Left Date O3/09/04 NE 14TR STREET From East Peds Right Thru Left BAYSHORE DRIVE From South Peds Right Thru Left NE 14TH STREET From West Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire Intersection for the Period: Peak start 17:00 17:00 Volume 135 217 6 9 50 18 Percent - 381 611 2% 12% 65% 231 Pk total 358 77 Highest 17:15 17:00 Volume 42 62 1 2 16 Hi total 105 24 PEP .85 .80 • 5 5 NE 14TH STREET 67 50 252 135 149 149 58 135 135 16:00 to 18:00 on 03/09104 17:00 17:00 2 230 67 - 67 58 149 I1 77% 221 - 24% 21t 54% 259 274 17:00 17:30 6 - 0 73 24 - 17 18 42 97 77 .77 .89 BAYSHORE DRIVE 217 217 358 t 58 274 67 67 2 • 2 6 6 746 149 230 9 388 ALL VEHICLES & PEDS 26 14 Intersection Total 1,008 1 18 217 67 302 601 67 67 BAYSHORE DRIVE 1 1 1 9 9 77 50 299 230 230 50 18 18 6 66 58 2 NE 14TH STREET 2 2 1 1 NE 13TE STREET & BAYSHORE DRIVE MIAMI, FLORIDA COUNTED BY: DICK RETRY .SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040049 Start Date: 03/09/04 File T.D. : 13STBAYS Page : 1 BAYSEORE DRIVE From North Peds Right Thru Date 03/09/04 16:00 16:15 16:30 16:45 Br Total 17:00 17:15 17:30 17:45 Er Total 2 3 1 7 4 0 3 2 9 28 18 23 20 89 38 40 43 37 158 50 45 45 37 177 64 53 47 48 212 Left FROM 1-395 From East Peds Right Thru Left TO AIA/I-395 From South Peds Right Thru Left NE 13TE STREET From Rest Vehicle Peds Right Thru Left Total 0 0 0 a 0 0 0 0 0 0 0 0 0 a GO 59 54 64 237 2 75 0 63 0 52 0 64 2 254 105 126 109 111 451 124 130 137 111 502 2 4 0 1 7 1 3 2 2 8 0 0 0 0 0 0 a 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 0 0 a o- 0 245 252 231 233 961 302 289 281 262 1134 *TOTAL* 16 247 389 0 • • 2 491 953 15 I 0 0 0 0 0 0 0 2095 NE 13TH STREET R BAYSHCRE DRIVE MIAMI, FLORIDA COUNTED BY: DICK NEIBY *SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 {561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code ; C0040049 Start Date: 05/09/04 File I.D. : 13STBAYS Page : 2 EAYSHORE DRIVE From North Peds Right Thru Left Date 05/09/04 16 16 NE 13TH STREET 0 953 1,200 247 • 0 0 0 0 0 0 0 • 0 FROM I-395 From Bast Peds Right Thru Le TO AIA/I-355 From South NE 13TH STREET From Nest I Vehicle Peds Right Thru Left j Peds Right Thru Left I Total 247 247 HAYSHORE DRIVE 389 389 636 ,200 0 0 1,127 0 0 491 491 ALL VEHICLES 1,45 Intersection Total 2,095 15 389 0 404 404 0 TO A1A/I--395 0 1,45 0 0 0 2 2 491 491 953 953 15 15 0 FROM 1-395 0 0 0 0 0 0 0 N3 13TR STREET & BAYSHORE DRIVE MIAMI, FLORIDA COUNTED BY: DICX WEIBY SIGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES Site Code : 00040049 Start Date: 03/09/04 Pile I.D. : 13STBAYS Page : 3 BAYSHORE DRIVE From North Peds Right Thru Date 03/09/04 Peak Hour Analysis By Entire Peak start 17:00 Volume 158 212 0 Percent 431 571 01 Pk total 370 Highest 17:00 Volume 38 64 0 Hi total 102 PEE .91 Ilk 9 9 NE 13TH STREET 0 502 660 158 0 0 0 0 0 0 0 • 0 Left FROM 1-395 From East Peds Right Thru Left TO AIA/I-395 From South Peds Right Thru Left NE 13TH STREET From West Peds Right Thru Left Vehicle Total Intersection for the Period: 17:00 16:00 to 18:00 on 03/09/04 17:00 254 502 8 331 661 11 764 17:00 - 75 124 1 200 .96 158 158 0 16:00 0 .0 BAYSHORE DRIVE 212 212 370 60 0 624 0 J 0 0 01 01 0 0 0 254 254 ALL VEHICLES Intersection Total 1,134 8 212 0 220 220 0 TO AlA/I-395 0 17:00 0 0 01 01 0 16:00 0 - 0 0 .0 764 764 0 0 0 0 0 01 01 0 2 2 254 254 502 502 8 8 0 FROM 1-395 0 0 0 0 0 0 0