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HomeMy WebLinkAboutTraffic Impact Study IRiver Front March 2004 DPA Project #04103 • River Front ,if LSP Traffic Jr pal[ Sn dy TABLE OF CONTENTS Page List of Exhibits al EXECUTIVE SUMMARY 1.0 INTRODUCTION 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 4.1 Background Traffic 4.2 Committed Developments 4.3 Project Traffic 4.3.1 Project Trip Generation 4.3.2 Project Trip Assignment 4.4 Future Corridor Capacity Analysis 4.5 Future Intersection Capacity Analysis 4.6 Site Access 5.0 CONCLUSIONS 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 DR' Increment II Transit Ridership Intersection Capacity Analysis Worksheets Committed Development Information 1 13 13 13 13 13 16 20 20 24 25 Paget • • River front (ISP Traffic 6npicr Study LIST OF EXHIBITS Exhibit Page 1 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 Page ii River Front r14ITSP Traffic lay act :Stut:r EXECUTIVE SUMMARY The River Front project is a proposed mixed use development located on a parcel generally bound by SW 3 Street to the north, SW 1 Avenue to the west, the Miami River to the south and South Miami Avenue to the east (see Exhibit 1). The project consists of 1,350 residential dwelling units of which 900 are residential condominiums and 450 are rental apartments, 15,000 SF of retail space, 5,000 SF of health club, 5,000 SF of supermarket space, 5,000 SF of restaurant, and 80,000 SF of office space. Access to/from the site is proposed on SW 3 Street and a right-in/right-out driveway on South Miarni Avenue. Build ou.t for the project is planned for 2012. The subject site is located within the boundaries of the Downtown Miami Area -wide DRI. Existing and future traffic conditions for the project area conidors were established using the person -trip based corridor capacity method. This method, consistent with the City's Comprehensive Nan, 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. 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 River Front MUST Traffic Irnlrac7Study • 1.0 INTRODUCTION The River Front project is a proposed mixed use development located on a parcel generally bound by SW 3 Street to the north, SW 1 Avenue to the west, the Miami River to the south and South Miami Avenue to the east (see Exhibit 1). The project consists of 1,350 residential dwelling units of which 900 are residential condominiums and 450 are rental apartments, 15,000 SF of retail space, 5,000 SF of health club, 5,000 SF of supermarket space, 5,000 SF of restaurant, and 80,000 SF of office space. Site access is proposed on SW 3 Street and a right- in/right-out driveway on South Miami Avenue. Build out for the project is planned for 2012. 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 SE/SW 2 Street to the north, SE/SW 8 Street to the south, SW2 Avenue to the west, and South Miami Avenue to the east. Corridor capacity analysis was perfouned for several segments: South Miami Avenue, SW 2 Avenue, SW 7 Street, and SW 8 Street. Intersection capacity analysis was performed for the following intersections: South Miami Avenue / S 3 Street South Miami Avenue / I-95 exit ramp South Miami Avenue / S 7 Street SW 3 Street / SW 2 Avenue 1.2 Study Objective The objective of this traffic study is .to assess possible PM peak hour impacts on the project area corridors using the person -trip corridor capacity method. This method is designed to meet the challenges posed by Florida's growth management laws: to promote compact urban development, discourage suburban sprawl and improve urban mobility. This method is consistent with the City's Comprehensive Planand promotes improved transportation efficiency through increased private vehicle occupancies, making mass transit a full partner in the urban transportation system. Page 2 • w tr) I GOIRNMENT CENTER —r z I[Li uj NE- 3ST- LLJ z N. T • S N E 2 ST. NLE. 1 ST FLAGLER ST. r- uj ! L w i CONVENTION L J ,--- NTER BISC. E3LVD. WAY r I --- s.E. 2 ST- I I S.E. 3 sT ) Pape 3 j EXHIBIT No 1 Risser Front .W USP Traffic Impact Surd!` • 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 Miami Avenue Miami Avenue is one of the major arterials in Downtown Miami and connects the Central Business District (CBD) and the Brickell Area. Miami Avenue is three lanes, one-way, southbound from north of SW 2 Street to just beyond SW 3 Street. Miami Avenue becomes a two-way, undivided roadway just south of SE. 4 Street to just north of SW 7 Street, where it becomes three lanes, one-way northbound. All northbound traffic must turn right at SE 4 Street and all southbound traffic must turn right at SW 7 Street in this segment of Miami Avenue. There is no posted speed limit within the study area. There is on -street parking on Miami Avenue just north of SW 7 Street and prohibited along the remainder of the study limits. SW 2 Avenue SW 2 Avenue is a two-way, undivided roadway between SW 2 Street and. SW 7 Street. From SW 2 Street to just north of the Miami River there are two lanes southbound and one lane north bound, the bridge has one lane in each direction. There are two lanes in each direction south of the bridge. There is no posted speed limit within the study area. On -street metered parking is permitted between SW 2 and 3 Streets on the east side and prohibited along the remainder of the study limits. SW/SE 7 Street SE 7 Street between SW 2 Avenue and Brickell Avenue is a one-way, three -lane roadway in the westbound direction. There is no posted speed limit within the study area. On -street parking is not permitted along SW 7 Street within the study limits. Page 4 River Front ML`SP Traffic lrrlpne! Studs SW/SE 8 Street SE 8 Street between SW 2 Avenue and Brickell Avenue is a one-way, three -lane roadway in the eastbound direction. There is no posted speed limit within the study area. On -street parking is not perrnitted along SW 8 Street within the study limits. 2.1.2 Traffic Counts Consistent with the methodology submitted to and approved by the City, peak period vehicle turning movement counts and 24-hour directional counts were collected at the intersections and segments under study. Seasonal adjustment factors were obtained from the Florida Department of Transportation (FDOT). 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 Miana..i-Dade County for the analyzed intersection. Signal information is included in Appendix B. This information provided the signal phasing and tinning used in the intersection capacity analysis. Exhibit 3 shows the existing lane configurations for the intersections and roadways studied. Page 5 (-• Iw I 7 r 53 20 24 3 I I - "AM/ RIVER ►—[706 045—s SW 3 ST` 78 PROJECT SITE -J SW 7 ST SW 8 ST Th r- w 53 964 N. T . S. RRDJEE RIVER FRONT T TtE: 2004 PM PEAK HOUR EXHIBIT No. Page 6 Lu ct t t 44/4/14/ RIVER PROJECT SITE SW8 ST v t N S PROJECT: TITLE: RIVER FRONT EXISTING LANE CONFIGURATIONS EXFEBIT No, Page 7 Rivet .[ on! 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 1' a.mi 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 deteunine the person - trip capacity of the vehicular traffic system. Bus and fixed rail capacity for each coridor was detezr;lined 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 SOUTH MIAMI AVENUE SW 3 STREET SW 6 STREET SW 6 STREET SW d STREET SW 2 AVENUE SW 2 STREET SW 7 STREET SW 7 STREET BfICKELL AVENUE SW 1 AVENUE SW 1 AVENUE SW 2 AVENUE SW 8 STREET BRICKELL AVENUE 6 MIAMI AVE S MIAMI AVE SW 1 AVENUE SW 1 AVENUE SW 2 AVENUE Roadway Conditions {vehicles) Transit Conditions (persons) Existing Dr Lanes Count Source Period Raw PM Peak Peak Hour Season Volume Factor PM Peak Hour Vo#urne DV Max Service Volume (11 SE 3L DPA - PM 676 1.00 676 2990 NB 21, 420 100 420 1990 NB 2LU DPA - PM 291 1.00 291 780 SR 2LU 502 1.00 502 780 W E4 3L DPA - PM 1706 1 0O 1706 2990 W B 3L DPA - PM 1706 1 00 1706 2990 ER 3L DPA - PM 1045 1.00 1045 2990 ER 3L. DPA - PM 1045 1 _00 1045 293(1 ER 4L DPA - PM 1045 1 00 1045 3250 Notes: .. (1( Peak Hour Directional Maximum Service Volumes are of rained Iron FDOT's Quality/Level of Service Handbook 21 Trar,sa and roadway irlfarmatiun obtained from the Downtown Miami 001 lncremenl 11 Total Bus Ridership [2 251 68 24 210 200 266 68 Bus Capacity i2) Total Metrorait Rider sh p (21 Metrorait Capacity 121 Total Melrornover Ridership 121 534 534 156 276 378 276 810 534 553 281 692 2925 1463 1463 164 Metrnrnove Capacity 2 960 Total Transit Ridership 2 Transit Capacity 2.1 534 4419 1519 1463 276 378 276 8111 534 River f'10171 .4'lU P i af, 11ud1 • 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. 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 STU LOS Existing Signal Timing S Miami Avenue / S 3 Street U A S Miami Avenue / 1-95 exit ramp S B S Miami Avenue / S 7 Street S C SW 3 Street / SW 2 Avenue S B tt= i,ns aiized S= signalized Source: DPA Page I0 • Exhibit 5 Person -Trip Volume and Capacity Existing Conditions Matrix CORRIDOR FROM TO Roadway Mode Transit Mode Dir (a) Roadway Vehicular Capacity )b) Pers-Trip Capacity dRPV--1.6 (a) ` 1.6 (c) Roadway Vehicular Volume (d) Pers-Trip Volume (i2-PPV=1.4 (c) ' 1.4 (e) Excess Pers-Trip Capacity (b - d (1} Total Pers-Trip Capacity (91 Total Pers-Trip Volume (h) Pers-Trip Excess Capacity (3) Segment Pers-Trip Capacity SOUTH MIAMI AVENUE SW 3 STREET SW 6 STREET SW 6 STREET SW 8 STREET SW 2 AVENUE SW 2 STREET SW 8 STREET SW 7 STREET SW 2 AVENUE SW 1 AVENUE SW 1 AVENUE BRICKEEL AVENUE SW 8 STREET BRICKELL AVENUE S MIAMI AVE S MIAMI AVE SW 1 AVENUE SW 1 AVENUE SW 2 AVENUE SR NB NB SB WB WO EB EB EB III 2990 1990 780 780 2990 2990 2990 2990 3250 121 4784 3184 1248 1248 4784 4784 4784 4784 5200 131 676 420 291 502 1706 1706 1045 1045 1045 1(11 946 587 407 703 2388 2388 1463 1463 1463 3838 2597 841 545 2396 2396 3321 3321 3737 l51 534 4419 1619 1463 276 378 276 810 534 61 251 795 287 692 24 210 200 268 68 283 3624 1332 771 252 168 76 542 466 5318 7603 2867 2711 5060 5162 5060 5594 5734 Notes: [1] The Roadway Vehicular Capacity is obtained from Exhibit 4. [2] Person -Top 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, metroreil and metromover capacities (see Exhibit 4). (6] The Total Transit Person -Trip Volume is obtained by adding bus and metrornover volumes (see Exhibit 4). [7] The Person 'Trip t.OS is provided consistent with the FDOT's Duality/Level of Service Handbook (see Appendix C). Segment Total I) Segment Pers-Trip Volume (d)+(g) 119'7 1382 694 1395 2412 2598 1663 1731 1531 Pers-T rip Excess Capacity 0)-))) 4121 6221 2173 1316 2648 2564 3397 3863 4203 Segment Person Trip vlc LOS Wi(i) 0.23 0.18 0.24 051 0.48 0.50 0.33 0.31 0.27 171 C c D t7 D C C River Front fUSP rec Jmpnct Stauf7, • 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 prop -mined or planned capacity improvement projects within the study area prior to completion of the proposed project. Page 12 River Front 217L„SP Traffic e impact Sta+a). • • • 4.1 Background Traffic 4.0 FUTURE TRAFFIC CONDITIONS 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 o Miami Plannin and Zonin De artment 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 River Front 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 2012. Exhibit 8 shows the projected turning movement volumes without the project. 4.3 Project Traffic 4.3.1 Project Trip Generation Project trip generation will be based on the calculation of person -trips consistent with the City of Miami Comprehensive Plan. Person -trips generated by the project were established using the Page 13 0 GC ,ERNMENT CENTER CULTURAL CENTERr I °Am/ WR � a rzl Iz „J • S.W. 7 ST i 3 G N E. 3 ST. < N iiyj1 ILL` �i N.E. 2 ST, j S.W. 8 ST-7 I li LH ._„. / n € S.W. SST. I 1 }I L, / 1/ / SW. 1D ST_ ! i 7 /` 1 c6li 1 ip E1.AGLER ST S.E. 1 ST. CONV NTICN TER 1 J L 3 ST f I J RISC. BLVD WAY LEGEND 1 - BRICKELL ON THE RIVER 2 - BRICKELL COMMONS 3 - THE BEACON BRICKELL VILLAGE 4-NEOII 5 - MIAMI RIVER RENAISSANCE 6 - ONE RIVERVIEW SQUARE 7 - LATITUDE ON THE RIVER PROJECT: RIVER FRONT T]TLE: COMMITTED DEVELOPMENT LOCATION MAP EXHIBIT No_ Page 14 SW3 S-1- w r-- 2B 130 ^!., 1- I30 s- 78 "t to hflLII!..0 CT/ 44/1144/ RIVER / 2698 1959 L. I ; METRORAIL -95 0 4 3-.4r CD CC) OE! PROJECT SITE SVV 7 ST SW 8 ST 0 t Cr% 0 U-1 CO Ln L 101 !232 ! 477 Pan-L.-FEL I, RIVER FRONT FUTURE WITHOUT PROJECT PM PEAK HOUR EXHIBIT No. Page 15 River Front MUSP7rafc Ipact Study following procedure consistent with It II of the Downtown DRI and the approved methodology: • The gross vehicular trip generation for each land use was determined using the Institute of Transportation Engineers (ITE) Trip Generation 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 the percent stated for the corresponding sub -area 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 the percent for the corresponding sub -area 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 Proiect Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 662, 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 trip assignment. Page 16 Exhibit 9 PM Peak Hour Trip Generation Analysis USES UNITS ITE Land Use Code PM PEAK HOUR TRIPS IN OUT TOTAL Trips % Trips Trips Residential (High -Rise Condominuim) Residential (High -Rise Apartment) General Office Health Club Retail (Supermarket) Retail (Quality Restaurant) 900 DU 450 DU 80,000 SO. FT 5,000 SO_ FT. 5,000 5Q. F. 5,000 SO_ ET. 232 222 710 493 850 831 62 % 61% 17% 61 % 51% 67% 200 94 20 13 29 25 38 % 39% 83% 39% 49% 33% 123 60 99 8 28 12 323 154 119 21 57 37 GROSS VEHICLE TRIPS 54°% 381 46% 330 711 Internatization Pass -by (Retail Only) -0 -18 -8 -18 - I 6 -36 f ROJECT VEHICLE TRIPS 54% 355 46% 304 659 Vehicle Occupancy Adjustment @ 16 % of Gross External Trips (1) Transit Trip Reduction @ 22.60% of Gross External Trips (2) Pedestrian / Bicycle Trip Reduction © 10.00% of Gross External Trips (3) 54% 54% 54% 57 80 36 46% 46% 46% 49 69 30 105 149 66 NET EXTERNAL VEHICLE TRIPS 54'' a 182 46 % 156 339 Net External Person Tops in Vehicles @ 1.40 Persons/ Vehlcie Net External Person Trips using Transit @ 1,40 Persons/ Vehicle E3el External Person Trips (vehicles and transit modes) 54% 54% 54% 255 112 368 46% 46% 465 219 96 315 474 209 683 Net External Person lops walking I using bicycle 1.40 Persons/ Vehicle 54% 50 46% 43 92 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/vet}) (2) Transit trip reduction based en protected 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 River Front MU.S'P Iraf'c Impact Study • • Exhibit 10 Cardinal Distribution of Trips Cardinal Direction Distribution TAZ 662 NNE ENE ESE SSE SSW WSW WNW NNW Total 16.84% 4.21% 2.11% 6.32% 8.42% 29.47% 15.79% 16.84% 100% Source SPO ng Range Transporraton Plan Update Page 18 • SW3ST'' PROJECT SITE N. T. S. LEGEND IN XX OUT- (XX) SVV8 ST �5q� dPa PRCJEC T: RIVER FRONT Ti E: PROJECT TRIP ASSIGNMENT EXHIBIT No. Page I4 River Fr-nnt 9L'S'P 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 2012 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 2012 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. 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 Weekday PM Peak Hour Conditions Intersection S/ 1 Future w/o Project Future w/ Project S Miami Avenue / S 3 Street U S Miami Avenue / 1-95 exit ramp S Miami Avenue / S 7 Street SW 3—Street / SW 2 Avenue S S S B B D B B B D B 4i) U= u signalized S signalized Source: rJPA Page 20 • • Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix Corridor SOUTH MIAMI AVENUE SW 3 STREET SW 6 STREET SW 6 STREET SW 8 STREET SW 2 AVENUE SW 2 STREET SW 7 STREET SW 2 AVENUE SW 1 AVENUE SW 8 STREET RICKELL. AVENUI S MIAMI AVE S MIAMI AVE SW 1 AVENUE SW 1 AVENUE SW 2 AVENUE SW 8 STREET SW 1 AVENUE BRICKELL AVENUE Notes: [1 j The Existing Person Trip Volume is obtained from Exhibit 5, column (1) (2) Year 2006 Background Person Trip Volume is derived by applying a 21 growth factor to the existing person -trip volume (3) Projected Transit Capacity was obtained from the Downtown Miarni DRI fncrernent II = (Future Transit Capacity - Existing Transit Capacity) )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 (Exh€bit 12, column e) )5) The Person Trip LOS is provided consistent with the FDOT's Oualily/Level el Service Handbook {see Appendix C 16j Protect Person Trip Volumes are derived from Trip Generation Analysis ) (a) Without Project With Project Dir Existing Pers-Top Volumes (b) Future Bkg, Pers-Trip 2.0% 8 (c) Cornrnitted Development Pers-Trip (d) Future Pers-Trip Volumes (6)+.(c) (e) Change in Projected Transit Capacity )() Future Pers-16p Capacity (g) Future wlout Proj Fers-Trip (h) Project Pers-trip Volume Total Pets-TripPers-TripPets-Trip Volumes Future Capacity Future( with Proj v/c (VI) LOS vlc LOS SB NB NB SB 50 SB EB EB EB @r! 1197 1382 694 1395 2412 2598 1663 1731 1531 121 1403 1620 814 1634 2826 3044 1948 2028 1794 204 110 2'79 550 980 936 353 1029 1029 1607 1730 1093 2184 3806 3980 2301 3057 2823 (d)+(tr) (TO) 131 98 50 -124 32 100 122 100 70 802 ial 5416 7653 2743 2743 5160 5284 5160 5664 6536 0 30 0.23 0.40 0.80 0,74 0.75 0.45 0.54 0.43 [51 0 C C D D 0 0 [) D 161 126 0 92 32 119 101 9 0 0 1733 1730 16 2 216 4080 4080 2311 3057 2823 1,) 5416 7653 2743 2743 5160 5284 5150 5664 6536 0-32 0.23 0.8 0.81 0 77D 0.77 0,45 0.43 0.43 N C C 0 D D D D D L 64 •—(90) -(75 4 Ii tr1 o, SW 3 ST 6 f - 95 ! o — z. !!z PROJECT SITE 55), SW 8 ST 9 N. T . LEGEND iN-XX OUT - (XX) 8 ['pa) PSWJr T: RIVER FRONT PM PEAK PROJECT TRIP EXHIBIT No. 13} Page 22 tI I L'-"7 : -295 g4 23-t tP 1 28 nN AM/ RIVER 2757 1959 —� 49-. f N1 �/ ---22B SW 3 ST' ' i Ln n RIVER FRONT PROJECT SITE TITLE: 112z SW 3 ST FUTURE WITH PROJECT PM PEAK HOUR 481 N.T.S. EXHIBIT No. Page 23 Rarer Fran[ A{(]SP ,Traffic Irar(C! Study 4.6 Site Access Access to the site is proposed on SW 3 Street and a right-in/right-out driveway on South Miami Avenue. 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 Ria-er f'rtirtt fUSF' Traffic Inzaae i siacty • 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of River Front was performed in accordance with the approved methodology submitted to the city. Analysis of future (2012) traffic conditions with the project during the PM peak hour shows that the City of Miami's adopted Level of Service standards will not be exceeded. Adequate capacity during the PM peak hour is available to accommodate the proposed project trips within the study area at the intersections and on the transportation corridors segments analyzed. River Front MUSP March 2004.doc Page 25 • • Appendix A Approved Transportation Methodology & Driveway Locations DAVID PLUMMER & ASSOCIATES, INC. • TRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL • 0. To: Affiliation: From: RE: cc: Facsimile Transmission Mr. Raj Shanmugam, PE URS Corporation Sonia Shreffler-Bogart, PE Date: Brickell River Village - #04103 Pages: Lilia Medina, Vicky Garcia -Toledo, Diego Ardid, file Fax #: Phone #: (954) 739-1789 (954) 739-1881 March 1. , 2004 3 page(s), including cover Key International is pursuing City of Miami approvals for a mixed use project located on a parcel generally bound by SW 3 Street to the north, SW 1 Avenue to the west, the Miami River to the south and S Miami Avenue to the east (see enclosed map). The project consists of approximately 1,350 residential dwelling units, 50,000 square feet (SF) of retail space, 80,000 SF of office space and a 5,000 SF health club. Access to the site is proposed on SW 3 Street and a right-iniright-out driveway on South Miami Avenue. The subject site is located within limits of the Downtown Miami Area -wide DRI. This will serve as our methodology for the subject MUSP traffic impact study. • Turning movement traffic counts are to be collected during the PM (4:00-6:00) peak period at four major intersections in the immediate project vicinity. 1. S Miami Avenue / S 3 Street 2. S Miami Avenue / 1-95 exit ramp 3. S Miami Avenue / S 7 Street 4. SW 3 Street / SW 2 Avenue 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. S Miami Avenue between SW 3 Street and SE 7 Street 2. SW 2 Avenue between SW 2 Street and SW 7 Street 3. SW 7 Street between Brickell Avenue and SW 2 Avenue 4. SW 8 Street between Brickell Avenue and SW 2 Avenue • 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 (Miami Avenue, SW 2 Avenue and SW 7 Street) will be established using the person -trip method. The methodology for this method is outlined in the €750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com 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. 10 • 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. Deternnine the gross vehicular trip generation for each land use using the Institute of Transportation Engineers (ITE) Trip Generation rates or formulas. 2. Reduce gross vehicular trips by a vehicle occupancy adjustment based upon the use of the ITE trip rates (City of Miami's 1,4 vs. I"1'E'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 lI 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. 41)= 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 Hiahwa 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 Or,'an.ization. Normal traffic patterns will also be considered when assigning project trips. If you have any questions you can contact me at (305) 447-0900. traffic nth fax revised.doc 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 € ELEPHONE: 305 447-0900, FAX: 305 444-4985 E-MArL: dpaadplummer.com -AfTi__9Att AVM H1110S Lj 0 0 4 , ! P t •0,i • •r ••! • -4- / / r bif'717.7 "'Iff _ 11, • ?" V.5f5. ff I / 1 I !,/ .._ ;......._ - . k . , DR/ VD/v/-0( • • Appendix B Traffic Counts & Signal Timings • 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 : D0311026.PRN Station : 000000030703 Identification : 000110252083 Interval : 15 minutes Start date : Mar 11, 04 Start time : 00:00 Stop date : Mar 11, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : SW 2nd Avenue On The Miami River Bridge **********************:a******************************************************** Mar 11 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 2 5 2 4 2 3 16 75 125 109 75 30 5 2 6 3 1 4 38 49 120 87 73 45 11 2 2 1 4 13 39 148 119 86 28 00 4 5 4 3 7 23 78 135 128 91 109 66 72 58 67 Hr Total 22 14 14 11 14 43 171 407 493 373 285 263 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 77 99 94 48 74 83 61 40 23 22 13 15 30 84 103 82 102 69 69 44 52 19 23 13 8 45 118 104 59 90 65 83 40 24 21 22 5 13 00 67 89 81 86 62 77 37 31 17 25 14 7 14 Total 346 395 316 326 270 312 182 147 80 92 45 43 li, Hour Total : 4664 AM peak hour begins : 07:30 AM peak volume : 529 Peak hour factor : 0.89 PM peak hour begins : 13:00 PM peak volume : 395 Peak hour factor : 0.95 ******************************************************************************* Mar 11 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 14 2 0 3 2 0 11 26 52 70 79 79 30 4 8 3 3 2 8 16 20 74 76 63 74 45 4 1 5 5 2 3 26 66 66 91 44 92 00 5 2 0 1 5 9 34 53 71 47 88 70 Hr Total 27 13 8 12 11 20 87 165 263 284 274 315 End Time 12 13 14 15 16 17 15 115 105 64 82 126 30 108 88 75 78 91 45 109 65 70 82 146 00 87 73 89 81 117 18 19 20 21 22 23 158 103 44 24 135 67 36 20 126 60 37 22 105 54 34 28 Hr Total 419 331 298 323 480 524 284 151 94 20 22 14 18 10 14 23 10 12 14 20 2 75 62 42 24 Hour Total : 4562 AM peak hour begins : 11:30 AM peak volume : 385 Peak hour factor : 0.84 PM peak hour begins : 16:30 PM peak volume : 556 Peak hour factor : 0.88 ******************************************************************************* • 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 : D0311026.PRN Station : 000000030703 Identification : 000110252083 Interval : 15 minutes Start date : Mar 11, 04 Start time : 00:00 Stop date : Mar 11, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : SW 2nd Avenue On The Miami River Bridge ******************************************************************************* Mar 11 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 16 7 2 7 4 3 27 101 178 179 154 145 30 9 10 9 6 3 12 54 69 194 163 136 146 45 15 3 7 6 6 16 65 214 185 177 72 150 00 9 7 4 4 12 32 112 188 199 138 197 137 Hr Total 49 27 22 23 25 63 258 572 756 657 559 578 End Time 12 13 14 15 16 17 18 19 20 21 22 23 - 15 192 204 158 130 200 241 164 T84 47 42 35 29 30 192 191 157 180 160 204 111 88 39 41 23 22 45 227 169 129 172 211 209 100 61 43 45 15 25 00 154 162 170 167 179 182 91 65 45 39 34 9 - •Total 765 726 614 649 750 -836 466 298 174 167 107 85 24 Hour Total : 9226 AM peak hour begins : 07:30 AM peak volume : 774 Peak hour factor : 0.90 PM peak hour begins : 17:00 PM peak volume : 836 Peak hour factor : 0.87 ******************************************************************************* • 411 ****************************************************************************** Data File : D0311024.PRN Station : 000000030702 Identification : 000058410086 Interval : 15 minutes Start date : Mar 11, 04 Start time : 00:00 Stop date : Mar 11, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : SW 7th Street West of Miami Avenue ******************************************************************************* Mar 11 Westbound Volume Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 81 19 12 11 16 12 44 115 159 190 201 250 30 69 23 24 7 10 29 50 133 191 173 214 247 45 35 16 13 8 15 16 84 160 214 174 210 222 00 35 17 3 5 15 27 67 156 231 215 226 261 Hr Total 221 75 52 31 56 84 255 564 795 752 851 980 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 284 316 345 301 338 542 388 282 194 147 152 101 30 310 298 268 296 308 587 366 241 208 127 119 112 45 307 267 244 381 375 470 284 228 162 128 116 80 00 267 267 257 295 358 433 307 202 132 152 125 63 ---- 110 H Total 1168 1148 1114 1273 1379 2032 1345 953 - ---- - 596 554 512 356 Hour Total : 17246 AM peak hour begins : 11:30 AM peak volume : 1077 Peak hour factor : 0.87 PM peak hour begins : 17:00 PM peak volume : 2032 Peak hour factor : 0.87 ******************************************************************************* • 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 : D0311030.PRN Station : 000000030701 Identification : 000110252076 Interval : 15 minutes Start date : Mar 11, 04 Start time : 00:00 Stop date : Mar 11, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : SW 8th Street West of Miami Avenue ******************************************************************************* Mar 11 Eastbound Volume End Time 00 01 02 03 04 15 61 17 16 18 13 30 55 17 22 17 15 45 30 15 18 12 14 00 37 23 12 15 10 Er Total 183 72 68 05 06 07 08 09 10 11 28 122 241 418 461 340 295 39 178 236 524 371 263 265 52 263 285 522 338 272 325 89 284 353 502 339 289 331 62 52 208 847 1115 1966 1509 1164 1216 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 348 301 283 249 241 262 261 232 182 130 136 84 30 284 315 286 250 230 275 242 192 204 112 124 97 45 353 338 284 226 225 281 245 192 146 127 129 107 00 305 309 256 266 251 325 215 159 157 125 106 60 Total 1290 1263 1119 991 947 1143 963 775 689 494 495 2I Hour our Total : 18979 AM peak hour begins : 08:15 AM peak volume : 2009 Peak hour factor : 0.96 PM peak hour begins : 12:00 PM peak volume : 1290 Peak hour factor : 0.91 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************** ***** *irk'********************* ***** Data File : D0311031.PRN Station : 000000030705 Identification : 000058410124 Interval : 15 minutes Start date : Mar 11, 04 Start time : 00:00 Stop date : Mar 11, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : South Miami Avenue South of 1-95 Exit **-********************************************************************:a******** Mar 11 Southbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 _W_1523 12 10 � ^~^��A8 9 13 40 109 209 276 191 167 30 15 8 5 6 10 18 65 134 242 239 174 177 45 23 8 4 8 11 29 77 141 319 234 201 154 00 18 6 6 23 18 38 80 167 281 220 171 167 Hr Total 79 34 25 45 48 98 262 551 1051 969 737 665 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 196 160 162 145 144 195 157 86 72 57 28 41 30 191 169 169 113 162 194 127 80 56 46 39 25 45 177 166 154 125 136 160 125 92 62 45 32 23 00 180 178 128 144 176 185 119 92 53 36 34 17 Nr Total 744 673 613 527 618 734 528 350 243 184 133 106 •RourTotal : 10017 AM peak hour begins : 08:15 AM peak volume : 1118 Peak hour factor : 0.88 PM peak hour begins : 12:00 PM peak volume : 744 Peak hour factor : 0.95 ******************************************************************************* • • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ****************************************************************.**************** Data File : D0311036.PRN Station : 000000030704 Identification : 000110252098 Interval : 15 minutes Start date : Mar 11, 04 Start time : 00:00 Stop date : Mar 11, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : South Miami avenue On Miami River Fridge ******************************************************************************* Mar 11 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 06 09 10 11 15 14 __-� � -_-� ---� ---1 13 32 77 73 80 76 30 5 2 3 0 2 2 18 49 117 89 72 73 45 11 8 0 2 0 6 34 59 95 77 57 63 00 3 4 6 5 1 7 40 59 98 66 69 75 Hr Total 33 18 11 10 5 16 105 199 387 305 278 287 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 68 120 61 86 68 144 94 69 26 26 26 23 30 84 88 87 131 91 104 74 54 36 20 21 16 45 85 98 85 98 102 125 66 50 23 18 23 26 00 59 76 91 75 105 100 54 40 26 33 23 11 F ,Total 296 382 add -390 -366 473 2RR 213 111 97 93 76 41 our Total : 4783 AM peak hour begins : 08:00 AM peak volume : 387 Peak hour factor : 0.83 PM peak hour begins : 16:45 PM peak volume : 478 Peak hour factor : 0.83 ******************************************************************************* Mar 11 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 17 6 11 5 6 3 15 51 104 101 71 80 30 9 2 5 4 5 10 34 41 97 90 69 88 45 21 4 3 2 5 18 34 59 135 81 68 88 00 14 4 8 12 3 12 39 45 93 110 93 83 Hr Total --61 - 16 -27 --23 19 43 122 196 429 382 321 339 End Time 12 13 14 15 16 17 18 19 20 21 22 23 - 15 103 126 68 84 104 187 160 72 37 41 26 36 30 128 71 84 80 118 180 112 78 73 40 20 12 45 102 101 93 88 108 148 103 74 39 33 21 17 00 68 101 79 94 151 163 112 76 55 33 35 7 + Hr Total 401 399 324 346 481 678 487 300 204 147 102 72 24 Hour Total : 5919 AM peak hour begins : 08:00 AM peak volume : 429 Peak hour factor : 0.79 PM peak hour begins : 17:00 PM peak volume : 678 Peak hour factor : 0.91 111/ ***************************************************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace S Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0311036.PRN Station 000000030704 Identification : 000110252098 Interval : 15 minutes Start date : Mar 11, 04 Start time : 00:00 Stop date : Mar 11, 04 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : South Miami Avenue On Miami River Bridge ******************************************************************************* Mar 11 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 31 10 13 8 8 4 28 83 181 174 151 156 30 14 4 8 4 7 12 52 90 214 179 161 161 45 32 12 3 4 5 24 68 118 230 158 125 151 00 17 8 14 17 4 19 79 104 191 176 162 158 Hr Total 94 34 38 33 24 59 227 395 816 687 599 626 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 171 246 149 170 _172 331 254 141 63 67 52 59 30 212 159 171 211 209 284 186 132 109 60 41 28 45 187 199 178 186 210 273 169 124 62 51 44 43 00 127 177 170 169 256 263 166 116 81 66 58 18 Total 697 781 668 736 847 1151 775 513 315 244 195 148 2, Hour Total : 10702 AM peak hour begins : 08:00 PM peak hour begins : 17:00 AM peak volume : 816 Peak hour factor : 0.89 PM peak volume : 1151 Peak hour factor : 0.87 ******************************************************************************* • SOUTH 7TH STREET & SOUTH MIAMI AVENUE MIAMI, FLORIDA UNTEO BY: RICH MENDEZ ALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY PEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040050 Start Date: 03/11/04 File I.B. : 7STMIAM Page S MIAMI AVENUE From North Peels Right Thru Left Date 03/11/04 16:00 16:15 16:30 16:45 • Hr Total 17:00 17:15 17:30 17:45 Pr Total 0 1 0 1 2 1 1 1 8 11 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S 7TH STREET From Bast Peds Right Thru Left S MIAMI AVENUE From South Peds Right Thru S 7TH STREET From West Left [ Peds Right Thru Left Vehicle Total 0 0 1 2 3 1 13 9 9 32 12 16 12 19 59 41 24 22 1_9 106 199 188 233 193 813 286 294 275 259 1114 0 0 0 0 0 0 0 0 0 0 2 0 2 1 0 3 6 10 0 0 0 0 6 0 0 0 0 55 78 68 83 284 96 76 82 79 333 90 94 101 96 381 175 122 143 99 539 0 0 0 1 1 0 0 1 1 2 0 0 0 6 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 356 376 414 391 1537 598 516 522 456 2092 *TOTAL* 13 0 0 • • 35 165 1927 0 12 0 617 920 3 0 3629 SOUTH 7TB STREET & SOUTH MIAMI AVENUE MIAMI, FLORIDA IiiiNTED BY: RICE MENDEZ ALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAA (561) 272-4381 ALL VEHICLES & PEES Site Code : 00040050 Start Date: 03/11/04 File I,D. : 7STMIAM Page : 2 S MIAMI AVENUE From North Peds Right Thru Left Date 03/11/04 - S 7TH STREET 920 1,927 0 • 2,847 0 — 0 0 0 • 0 S 7TB STREET From East Peds Right Thru Left S MIAMI AVENUE From South Peds Right Thru Left S 7T11 STREET From West Peds Right Thru Left Vehicle Total 0 0 S MIAMI AVENUE 0 0 0 0 0 782 0 617 165 782 35 35 • ALL VEHICLES & PEDS ,847 2,09 Intersection Total 3,629 0 0 0 0 1,537 920 920 S MIAMI AVENUE 165 165 2,092 1,927 1, 537 617 617 0 0 • 1,927 0 0 S 7TH STREET 0 0 0 12 12 SOUTH 7TE STREET a SOUTH MIAMI AVENUE MIAMI, FLORIDA illfED BY; RICE MBNDEB LiZ D TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY REACH, FLORIDA 33444 (561i 272-3255 FAX (561} 272.4381 ALL VEHICLES & PEDS Site Code : 00040050 Start Date: 03/11/04 File I.D. : 7STMIAM Page : 3 S MlAMI AVENUE From North Peds Right Thru Date 03/11/04 - Peak Hour Analysis By Entire Peak start 17:00 Volume 0 0 Percent 01 0% Pk total 0 Highest 16:00 Volume 0 0 Hi total 0 PEE .0 • Left S 7TE STREET From East 5 MIAMI AVENUE From South 5 7TE STREET From West Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Vehicle Total Intersection for the Period: 16:00 to 18:00 on 03/11/04 17:00 17:00 3 17:00 0 106 1114 0 0 333 539 0 0 0 01 - 91 911 04 01 381 62t 01 01 01 1220 872 0 17:00 17:00 16:00 0 - 41 286 0 - 0 96 175 0 0 0 327 271 0 .93 .80 .0 11 11 S 7TH STREET 539 1,114 0 1,653 0 0 0 0 0 0 0 0 S MIAMI AVENUE 0 0 0 0 0 439 0 333 106 439 ALL VEHICLES & PEDS 1,653 1,22 Intersection Total 2,092 0 0 0 0 32 32 106 106 1,22 1,114 872 1 872 539 333 539 S MIAMI AVENUE 333 0 0 0 0 0 S 7TH STREET 0 0 0 10 10 SW 3RD STREET & SW 2ND AVENUE MIAMI, FLORIDA C TED BY: 'MOONIB" LINED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 {561) 272-3255 FAX {561) 272-4381 ALL VEHICLES & P&Da Site Code : 00040050 Start Date: 03/11/04 File I.D, : 3HT_2AVE Page : 1 SW 2ND AVENUE Prom North Peds Right Thru :,eft Date 03/11/04 16:00 0 5 65 2 16:15 0 3 54 0 16:30 I 0 80 3 16:45 1 0 64 4 Er Total 2 8 263 9 17:00 6 0 92 0 17:15 1 2 87 3 17:30 3 0 69 2 17:45 0 0 57 5 Hr Total 10 2 305 10 SW 3RD STREET Prom East Peds Right Thru Left SW 2ND AVENUE From South Peds Right Thru Left SW 2RD STREET From West Peds Right Thru Left Vehicle Total 0 8 2 11 1 1b 6 9 1 7 6 11 b 5 12 2 37 19 43 5 14 4 16 3 20 3 16 0 8 4 21 2 9 4 9 10 51 15 62 0 2 43 27 3 8 43 25 0 3 47 1B 0 2 46 10 3 15 179 80 2 3 54 21 0 1 60 14 0 4 52 27 1 1 48 20 3 9 214 82 0 32 7 5 2 21 9 0 2 26 3 8 0 27 5 8 4 106 24 21 1 33 4 6 1 27 9 6 3 29 4 2 4 26 7 4 9 115 24 18 209 194 212 189 804 247 248 222 190 907 tTOTAL* 12 10 568 19 • • 12 88 34 105 C 6 24 393 162 13 221 48 39 1 1711 SW 3RD STREET & SW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: 'WOGNIE' •1ZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 i561 272.3255 FAX (561) 272-4351 ALL VEBFCLES & PBDS Site Code : 00040050 Start Date: 03111,/04 File F.D. : 3ST_2AVR Page : 2 SII 2ND AVENUE From North Peds Right Thru Date 03/11/04 Left SDI 3RD STREET From Bast Peds Right Thru Left SW 2ND AVENUE From South Peds Right Thru Lef SA 3RD STREET From West Peds Right Thru Left Vehicle Total SW 3RD STREET 162 34 206 10 • 39 39 48 10 10 SW 2ND AVENUE 568 568 597 19 19 14 48 308 221 221 13 • 13 1,117 39 393 88 520 ALL VEHICLES & PEDS Intersection Total 1,711 105 568 221 894 1,473 162 162 SW 2ND AVENUE 31 22 579 393 393 24 24 12 12 88 88 34 34 105 105 91 SW 3RD STREET 19 48 24 6 6 SW 3RD STREET & SW 2ND AVENUE MIAMI, FLORIDA TBD EY: "MOONIE" .LIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAA (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040050 Start Date: 03/11/04 File I.D. : 3STJAVE Page : 3 SW 2ND AVENUE From North Peds Right Thru Date 03/11/04 Peak Sour Analysis By Retire Peak start 17:00 Volume 2 305 Percent 14 961 Pk total 317 Highest 17:00 Volume 0 92 Si total 92 PEE .86 SW 3RD STREET 82 15 2 Left ISW 3RD STREET ,From East Peds Right Thru Left ISM 2ND AVENUE From South Peds Right Thru Left SW 3RD STREET From West Peds Right Thru Left Vehicle Total Intersection for the Period: 16:00 to 18:00 on 03/11/04 17:00 17:00 10 51 15 62 3t 401 121 481 128 305 17:15 17:30 0 - 20 3 16 4 39 83 82 .92 10 99 10 18 18 24 2 2 SW 2ND AVENUE 305 305 317 10 10 56 24 157 115 115 600 1 9 214 31 701 82 271 52 27 18 214 51 283 • ALL VEHICLES & PEDS Intersection Total 907 1 62 305 115 482 787 82 82 SW 2ND AVENUE 17 12 305 214 214 17:00 - 115 24 18 - 73% 151 11t 157 17:00 9 9 43 .91 33 4 10 10 51 51 15 15 62 62 43 SW 3RD STREET 10 24 9 3 3 1-95 OFF RAMP & SOUTH MIAMI AVENUE MIAMI, FLORIDA SIGNALISED TED BY: CARLOS GUERRA RAMP IS SIGNED SW 3RD STREET TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 5611 272-3255 FAX ;561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040050 Start Date: 03/11)04 File I.D. : I-95MIAM Page : 1 SOUTH MIAMI AVENUE From North Peds Right Thru Date 03/11/04 16:00 9 0 16:15 2 0 16:30 16 0 16:45 16 0 Er Total 43 0 17:00 17 0 17:15 16 0 17:30 20 0 ,7:45 18 0 Er Total 71 0 82 92 82 88 344 100 121 112 116 449 SOUTH MIAMI AVENUE From South Peds Thru Left FROM I.95 From West Peds Right Left Vehicle Other Total Total 0 0 0 0 G 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 56 15 75 25 49 32 31 90 261 34 86 26 93 31 52 30 80 121 311 0 0 0 0 0 0 0 0 0 0 138 167 131 169 605 186 214 164 196 760 27 17 41 48 133 51 42 51 48 192 ',TOTAL* 114 0 79i • 0 I 211 572 0 1365 325 I-95 OFF RAMP & SOUTH MIAMI AVENUE MIAMI, FLORIDA SIGNALIZED AirBY: CARLOS GUERRA AMP IS SIGNED SW 3RD STRSRT TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX ;561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040050 Start Date: 03/11/04 File I.D. : I-95MIAM Page : 2 SOUTH MIAMI AVENUE From North Peds Right Thru Date 03/11/04 FROM 1-95 • 0 0 0 0 SOUTH MIAMI AVENUE From South Peds Thru Left FROM I-95 From West Pell Right Left Vehicle Other Total Total 0 0 0 0 SOUTH MIAMI AVENUE 793 793 793 72 0 572 572 572 211 211 0 793 0 0 0 0 ALL VEHICLES & PEDS Intersection Total 1,365 0 793 572 1,365 1,365 0 0 SOUTH MIAMI AVENUE 0 0 0 0 0 0 I-95 OFF RAMP R SOUT'0 MIAMI AVENUE MIAMI, FLORIDA SIGNALIZED TED BY: CARLOS GUER.RA RAMP IS SIGNED SW 3RD STREET TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA T"HRRACE DELRAY BEACH, FLORIDA 33444 i561) 272-3255 FAX ;561j 272-4381 ALL VEHICLES & PEDS Sire Code : 00040050 Start Date: 03/11/04 File I.D. : 1-95MIA14 Page : 3 SOUTH MIAMI AVENUE From North Peds Right Thru SOUTH MIAMI AVENUE From South Reds Thru Lef Date 03/11/04 Peak Hoar Analysis By Entire Intersection Peak start 17:00 17:00 Volume - 0 449 Percent - 01 1001 Pk total 449 0 Highest 17:15 16:00 Volume 0 121 - Hi total 121 0 PEE FROM I -- 9 5 0 0 0 0 0 0 0 311 311 FROM 1-95 From Nest Vehicle Other Peds Right Left Total Total for the Period: 16:00 to 17:00 8 0 - 311 0 01 01 - 1001 01 311 17:15 0 0 0 0 93 0 93 .84 SOUTH MIAMI AVENUE 449 449 449 11 11 0 449 18:00 on 03/11/04 0 0 0 0 ALL VEHICLES & PEDS Intersection Total 760 0 449 311 760 760 0 0 SOUTH MIAMI AVENUE 0 0 0 0 0 SOUTH MIAMI AVENUE & Sid 3RD STREET MIAMI, FLORIDA TED BY: ROSIE BURGOS IGNALI0ED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (5611 272-4381 ALL VEHICLES & PETS site Code : 00040050 Start Date: 03/11/44 File I.D. : 3ST_MIAM Page : 1 SOUTH MIAMI AVENUE From North Peds Right Thru Left Date 03/11/04 PARSING LOT From East Peds Right Thru Left SOUTH MIAMI AVENUE From South Peds light Thru Left SW 3RD STREET From nest Peds Right Thru Left Vehicle Total 16:04 1 1 73 65 16:15 1 4 85 81 16:30 0 2 78 53 16:45 0 1 105 60 Er Total 2 8 341 259 17:00 4 2 124 66 17:15 0 5 150 62 17:30 0 1 99 62 27:45 4 0 119 75 Er Total 0 8 468 267 3 0 O 3 3 0 0 3 0 0 0 2 0. 0 0 0 6 0 0 8 0 0 0 0 0 0 0 3 0 0 0 1 1 0 0 3 1 0 0 i 1 0 0 0 0 0 0 4 1 0 0 4 0 0 .0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 I 0 0 0 3 0 0 0 1 19 5 0 5 20 0 0 14 11 0 0 9 22 0 0 29 72 5 0 10 21 0 0 14 22 0 0 13 16 0 0 24 18 9 0 61 77 0 0 16S 193 146 188 693 211 242 179 215 847 }T0TAL} 2 16 829 526 0 0 15 5 8 0 0 90 149 5 0 1540 • SOUTH MIAMI AVENUE & SW 3RD STREET MIAMI, FLORIDA 'IG RDSiE BURGOS IGNALALIZBD TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 561) 272-3255 FAX 561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040050 Start Date: 03/11/04 File I.D. : 3ST_MIAM Page : 2 SOUTH MIAMI AVENUE From North Peds Right Thru Left Date 03/11/04 PARKING LOT From East Peds Right Thru Left SOUTH MIAMI AVENUE From South Peds Right Thru Left SW 3RD STREET From lest Peds Right Thru Left Vehicle Total 2 2 SW 3RD STREET 0 0 16 16 • 0 5 149 149 16 16 SOUTH MIAMI AVENUE 829 829 1,371 170 526 526 1,371 0 0 0 a ALL VEHICLES & PEDS 54 Intersection Total 1,540 15 829 149 993 993 0 0 54 1 SOUTH MIAMI AVENUE 0 0 0 0 0 7 7 0 0 0 15 15 531 PARKING LOT 526 5 5 5 SOUTH MIAMI AVENUE £ SF 3RD STREET MIAMI, FLORIDA S ED BY: ROSIE BURGOS IGNALIZED TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 r561) 272-3255 FAX (561) 272-4381 ALL VEHICLES & PEDS Site Code : 00040050 Start Date: 03 11/D4 File I.D. : 3ST,MIAM Page : 3 SOUTH MIAMI AVENUE From ?forth Peds Right Thru Left PARTING LOT From East SOUTH MIAMI AVENUE From South Peds Right Thru Left 1 Peds Right Thru Date 03/11)04 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 03/11/04 Peak start 17:00 17:00 17:00 Volume 0 0 7 Percent - 01 01 100% Pk total 763 7 0 Highest 17:15 17:15 16:00 Volume - 5 150 62 - 0 0 3 - Hi total 217 3 0 PHF .88 .55 .0 8 488 267 11 641 351 SW 3RD STREET 0 0 8 8 0 0 0 0 0 8 SOUTH MIAMI AVENUE 488 488 763 267 267 5 0 '77 77 77 763 Left Ski 3RD STREET FIom Nest Peds Right Thru Left Vehicle Total 0 0 01 01 0 0 0 0 • ALL VEHICLES & PEDS Intersection Total 847 7 488 77 572 572 0 0 0 01 274 SOUTH MIAMI AVENUE 0 0 0 17:00 - 77 0 0 - 1001 01 0% 77 17:15 - 22 0 0 22 .88 0 0 1 0 0 0 7 7 267 PARKING LOT 267 0 0 3 3 • Adjusted Traffic Counts • • • DAV,`U PL JMMER S ASSOCIATES. INC. 24-HOUR COUNTS Project Name: RIVER VILLAGE Location: SW 2nd Avenue on the Miami River Bridge Observer: Traffic Survey Specialists, Inc. BEGIN TIME NORTHBOUND lot 1/4 2nd 1/4 3rd 1/4 4th 1!4 TOTAL 12:00 AM 2 5 11 4 22 01'OO AM 5 2 2 5 14 02:DO AM 2 6 2 4 14 03.00 AM 4 3 1 3 11 04.00 AM 2 1 4 7 14 05:O0 AM 3 4 13 23 43 0600 AM 16 38 39 78 171 07,00 AM 75 I 49 148 135 407 08.00 AM 126 120 119 128 493 09:30 AM 109 87 86 91 3 373 10.00 AM 75 73 28 109 285 11 00 AM 66 72 58 67 263 1.200P1 77 64 118 67 346 01:00 PM 99 103 104 89 395 02:00 PM 94 82 59 81 316 03700 PM 48 102 90 86 326 04:0o PM 74 69 65 62 270 05:00 PM 83 69 83 77 312 06:0C- PM 61 44 40 37 182 07:00 PM 40 52 24 31 147 08:00 PM 23 19 21 17 80 0:00 PM 22 23 22 25 92 10000 PM 13 13 5 14 45 11:00PM 15 8 13 7 ; 43 124-HOUAA TOTAL] 4,664 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: Count Date: BEGIN 1 TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1i414th 1/4 TOTAL 1200 AM 14 4 4 5 27 01:00AM 2 8 1 2 13 02.00AM 0 3 5 0 8 03:00 AM 3 3 5 1 12 04:OO AM 2 2 2 5 11 05:00 AM 0 8 3 9 20 06 0o AM 11 16 26 34 87 07:00 AM 26 20 66 53 165 08:09 AM 52 74 66 71 263 09:00 AM 70 76 91 47 284 10:00 AM 79 63 44 88 274 11 00 AM 79 74 92 70 315 12:00 PM 115 108 109 87 419 01:0a PM 105 88 65 73 331 02:09 PM 64 75 70 89 298 03:00 PM 82 78 82 81 323 04700 PM 126 91 146 117 480 05:00 PM 158 135 126 105 524 0600 PM 103 67 60 54 284 07'.00 PM 44 36 37 34 151 08:00 PM 24 20 22 28 94 09:00 PM 20 18 23 14 75 10.00 PM 22 10 10 20 62 11 PM 14 14 12 2 42 124-HOUR T-IOTAL 4,562 DAILY TRAFFIC COUNT SUMMARY Time: 07'30AM Volume; 529 Time: 01'.00 PM Volume: 395 AM Peak Hour: PM Peak Hour: 04103 3/11/2004 TWO-WAY TOTAL I 49 27 22 23 25 63 258 572 756 657 559 578 765 726 614 649 750 836 466 298 174 167 107 85 9,226 AM Peak Hoer: Time: 11:45 AM Volume'. 402 PM Peak Hour: Time: 04:30 PM Volume. 556 NORTHBOUND AND SOUTHBOUND Time: K-factor: D-factor: Time: K-factor: D-factor: 07:30 AM 8.4% 68.3% NB 05:00 PM 9.1% 62.7%55 Volume: 774 PHF: 0.90 Volume: 836 PHF: 0.87 2 ave_ Miami 0ridg0.x1s • • DAVO PLtUMMER S ASSOCIATES, NC. 24-HOUR COUNTS Project Name: RIVER VILLAGE Location: SW 7th Street West of Miami Avenue Observer: Traffic Survey Specialists, Inc. BEGIN TIME ( EASTBOUND 1st 1/4 2rd 1/4 3rd 1/4 41h 1/4 TOTAL 12.0v AM 0 0 0 0 0 0.1:O0 AM 0 0 0 0 0 02:00 AM 0 0 0 I 0 0 03:Q0 AM 0 0 0 0 0 04:00 AM 0 0 0 0 0 05,00 AM 0 0 0 0 0 OE:00 AM 0 0 0 0 0 07,00 AM 0 0 0 0 0 OBOOAM 0 0 0 0 0 09:00 AM 0 0 0 0 0 I0.00AM 0 0 0 0 0 11.SO AM 0 0 0 0 0 12:00 PM 0 0 0 0 0 01 00 PM 0 0 0 0 0 02:DO PM: 0 0 0 0 0 03 00 PM 0 0 0 0 0 4 04.00 PM 0 0 0 0 0 05:00 PM 0 0 0 0 0 D6:00 PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 08:00 PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 1040PM 0 0 0 0 0 1= 00 PM 0 0 0 0 0 24-HOUF7 TOTAL EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND I 1st 1/4 2nd 1/4 3rd 1/4 4th 1,4ITOTAL 12.00 AM 81 69 35 36 221 0100 AM 19 23 16 17 75 02.00 AM 12 24 13 3 52 I 03:00 AM 11 7 8 5 31 04:00 AM 16 10 15 15 56 05:00AM 12 29 16 27 84 06:00 AM 44 60 84 67 255 07:00 AM 115 133 160 156 564 OH:00 AM 159 191 214 231 795 09:00AM 190 173 174 215 752 10.00 AM 201 214 210 226 851 11:00AM 250 247 222 261 980 12:00 PM 284 310 307 267 1168 0000 PM 316 298 267 i 267 ' 1,148 02:00 PM 345 268 244 257 1,114 03:00 PM 301 296 381 295 1,273 04:00 PM 338 308 375 358 1,379 05:00 PM 542 587 470 433 2.032 06:00 PM 388 366 284 307 1,345 0.:00 PM 282 241 228 202 953 06.00 PM 194 208 162 132 696 09:00 PM 147 127 128 152 554 10:9C PM 152 119 116 125 512 11:05PM 101 112 80 63 356 L24-HOLJB TOTAL 17.246 DAILY TRAFFIC COUNT SUMMARY 04103 3/11 /2004 IT WO -WAY TOTAL 221 75 52 31 56 84 255 564 795 752 851 980 1,168 1,148 1,114 1.273 1.379 2,032 1.345 953 696 554 512 356 7.246 AM Peak Hour Time: 12:00 AM Volume: 0 AM Peak Hour: Time: 11:45 AM Volume: 1.162 PM Peak Hour: Time: 12.00 PM Volume: 0 PM Peak Hour, Time: 05:00 PM Vo€ume: 2.032 AM Peak Hour: PM Peak Hour: EASTBOUND AND WESTBOUND Time: 11:45 AM Volume: 1,162 K-factor: 6.7 % PHF: 0.94 D-factor: 100_0 / WB Time: 05:00 PM Volume: 2,032 K-factor: 1 1 .8% PHF: 0.87 D-factor: 100.0 % WB sw 7 si so,/ of Miami Ave.x',s • • UAUID f'I,UMMER A ASSOCIk-E6, INC. Project Name: Location: Observer: 24-HOUR COUNTS RIVER VILLAGE SW 8th Street West of M ami Avenue Traffic Survey Specialists, Inc. ( BEGIN i TIME EASTBOUND 1st 114J2nd 1/4 3rd 1/4 4th 1/4 TOTAL 1200 AM 61 55 30 37 183 01 00 AM 17 17 15 23 72 02:OOAM 16 22 18 12 68 03.30 051 18 17 12 15 62 04OO AM 13 15 14 10 52 . E5 00 AM 28 39 52 89 208 06:00 AM 122 178 263 284 847 07:00AM 241 236 285 353 1.115 08:00.A51 418 524 522 502 1.966 09:00 AM 461 371 336 339 1.509 10:00 AM 340 263 272 289 1,164 11:00AM 295 265 325 331 1,216 PM 348 284 353 305 1.290 112:00 - 01:00 PM 301 315 338 309 1,263 i Q2:00 PM 283 286 264 266 f 1,119 03:00 PM 249 250 226 266 991 04:00 PM 241 230 225 251 • . 947 05:00 PM 262 275 281 325 1,143 06:00 PM 261 242 245 215 963 07:00 PM 232 192 192 159 I 775 0e:00 PM 182 204 146 157 689 09:D0PM 130 112 127 125 • 494 10:00 PM 136 124 129 106 495 t100PM B4 97 107 60 348 �[24-HOUR TOTAL 18,979 AM Peak Hour: PM Peak }-sour: EASTBOUND Project No.: 04103 Count Date: 3/11/2004 BEGIN TIME WESTBOUND f 1s1 114 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 0 0 0 0 0 oi00AM 0 0 0 0 0 02:00 AM 0 0 0 0 0 03:00 AM 0 0 0 0 0 04:00 .AM 0 0 0 0 0 05:00 AM 0 0 0 0 0 06:00 AM 0 0 0 0 0 07:D6 AM 0 0 0 1 0 0 06:00 AM 0 0 0 0 0 09:00 AM 0 0 0 0 0 10 00AM 0 0 0 0 0 1°'0=3AM 0 0 0 0 0 12:D0PM 0 I 0 0 f 0 0 01:00 PM 0 0 0 0 0 02:DO PM 0 0 0 0 0 03:00 PM 0 0 0 0 0 04:03 PM 0 0 0 0 0 05:00 PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 07:O0 PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 10:00 PM 0 0 0 0 0 11:00PM 0 0 0 0 0 24-HOUR TOTAL 0 DAILY TRAFFIC COUNT SUMMARY Time: 08:15 AM Volume: 2,009 Time" 12.00 PM Volume: 1.290 AM Peak Hour: PM Peak Hour: TWO-WAY TOTAL 183 72 68 62 52 208 847 1,115 1,966 1,509 1,164 1,216 1,290 1,263 1,119 991 947 1,143 963 775 689 494 495 348 18,979 AM Peak Hour: Time: 12:00 AM Volume: 0 PM Peak Hour: Time: 12:00 PM Volume: 0 EASTBOUND AND WESTBOUND Time: K-factor: D-'actor: Time: K-factor: D-;actor: 08,15 AM 10.6°A 100.0% EB 1200 PM 6.8 100.0% EB Volume: 2,009 PHF: 0.96 Volume: 1,294 PHF: 0.91 NW 6 st w of MMTiarni Ave.xls • • • ❑AVIf1 PLUMMER 8 ASSOCIATES, 24-HOUR COUNTS Project Name: River Village Location: South Miami Avenue South of i 95 Observer: Traffic Survey Specialists, Inc. BEGIN TIME r NORTHBOUND lst 1r4;2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00AM 0 0 0 0 0 01:00AM 0 0 0 0 0 002:00 AM 0 0 0 0 0 03:00AM 0 0 0 0 0 04:00 AM 0 0 0 0 '--....... 0 05:00 AM 0 0 "v 0 0 06:0C AM 0 0 0 0 0 07:00 AM 0 0 0 0 0 08:DO AM 0 0 0 0 0 09:00 AM 0 0 0 0 0 10:00AM 0 0 0 0 0 ?1:00AM 0 0 0 0 0 12:00 PM 0 0 i 0 0 0 01:00 PM 0 0 0 0 0 ._ 02:00PM 0 0 0 0 0 03:00PM 0 0 0 0 1 0 04:00P M 0 0 0 0 0 05:00 PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 07:00PM 0 0 0 0 0 08:00PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 1000PM 0 0 0 0 0 1100 PM i 0 0 0 0 0 24-HOUR TOTAL 0 NORTHBOUND Project No.: Count Date: BEGIN TIME SOUTHBOUND , 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 23 15 23 18 79 01:00 AM 12 8 8 6 34 02:00 AM 10 5 4 6 25 03:00 AM r 8 6 8 23 45 04:00 AM ' 9 10 11 18 48 C5:00 AM 13 18 29 38 98 03:00 AM 40 65 77 80 262 07:00 AM 109 134 141 167 551 08:00 AM 209 242 319 281 1.051 09:00 AM 276 239 234 220 969 10:00 AM 191 174 201 171 737 11 :00 AM 1 167 177 154 167 665 12:00 PM 196 191 177 180 744 m OOPM 160 169 166 178 673 02:00954 162 169 154 128 613 03.00 PM 145 113 125 144 527 04.00 PM 144 162 136 176 618 05:00 PM 195 194 160 185 734 05.00 PM 157 127 125 119 528- 07:00 PM 86 80 92 92 350 08:00 PM 72 56 62 53 243 09:00 PM 57 46 45 36 184 10:00 PM 28 39 32 34 1 133 1 ?:O6 PM i 41 25 23 17 [ 106 124-HOUR TOTAL i 10,017 DAILY TRAFFIC COUNT SUMMARY 04103 3/11/2004 TWO-WAY TOTAL 79 34 25 45 48 98 252 551 1,051 969 737 665 744 673 613 527 618 734 528 350 243 184 133 106 10,017 AM Peak hour: Time: 12:00 AM Volume: 0 AM Peak Hour: Time: 08:15 AM Vo€ume: 1.118 PM Peak Hour: Tirne: 17:00 PM Volume_ 9 PM Peak Hour: Time: 12:00 PM Voiurne: 744 AM Peak Hour: PM Peak Hour: NORTHBOUND AND SOUTHBOUND Time: K-factor: b-factor: Time: K-factor: D-factor: 08:15 AM 11.2% 100-0% BB 12:00 PM 7-4 % 100.0% SD Volume: 1,118 PHF: 0.88 Volume: 744 PHF: 0.95 S Miami Ave_S of 1-95 Exit"xis • • • D4V 0 PLVMMOO d ASs )0 A T La', NC. Project Name: Location: Observer: 24-HOUR COUNTS River Village South Miami Avenue on Miami River Bridge Traffic Survey Specialists, inc. BE.iN 71ME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1!4 TOTAL 12 60 AM 14 5 11 3 33 01-:00 AM 4 2 8 4 18 020e AM 2 3 0 6 11 03:000 AM 3 0 2 5 10 04:OO AM 2 2 0 1 5 05:00 AM 1 2 6 7 16 06:OOAM 13 18 34 40 105 07:00 AM 32 49 59 59 199 08:00 AM 77 117 95 98 387 09:00 AM 73 89 77 66 305 in:noAMM 80 72 57 69 278 11:00 Aim 76 73 63 75 287 12:00 951 68 84 85 59 296 01:00 PM 120 1 88 98 [ 76 382 92:00 PM 81 87 85 91 344 0300 PM 86 131 98 75 390 04-00PM 68 91 102 105 356 05:00 PM 144 104 125 100 473 0640 PM 94 74 66 54 268 07:00 PM 69 54 50 40 213 ae00 PM 26 36 23 26 111 0900 PM 26 20 18 33 97 10:00 951 26 21 23 23 93 11:00 PM 23 16 26 11 76 24-HOUR TOTAL 4,783 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No:: 04103 Count Date: 3/11/2004 BEGIN TIME SOUTHBOUND 15t 1/412nd 1/4 3rd 1/4 4th 1/4 [ TOTAL 12:00 AM 17 9 21 14 61 01:06AM 6 2 4 4 16 02:00 AM 11 5 3 8 27 03:06 AM 5 4 2 12 23 04:00 AM 6 5 5 3 19 05:06 AM 3 10 16 12 43 06:00 AM 15 34 34 39 122 07:00 AM 51 41 59 45 196 05:00 AM 104 97 135 93 429 09:00 AM 1 101 90 81 110 382 107/9 AM 71 89 68 93 321 t 1.00 AM 80 88 88 83 339 12:00 PM 193 128 102 1 68 401 01 :00 PM 126 71 101 101 399 027/0 PM 68 84 93 79 324 937/9 PM 84 80 88 94 346 04:00 PM 104 118 108 151 481 05:00 PM 167 180 148 163 678 06:00 PM 160 112 103 112 487 07:00 PM 72 78 74 76 300 98:00 PM 37 73 39 55 204 09:09 PM 41 40 33 33 147 10.00 PM 26 20 21 35 102 111:00 PM 36 12 17 7 72 24-HOUR TOTAL 5, 919 DAILY TRAFFIC COUNT SUMMARY Time: 08:00 AM Volume: 387 Time: 04:45 PM Volume: 479 AM Peak Hour: PM Peak Hour. 'TWO-WAY TOTAL 94 34 38 33 24 59 227 395 816 687 599 626 697 781 658 736 847 1,151 775 513 315 244 195 148 10,702 AM Peak Hour: Time: 00:D0 AM Volume: 429 PM Peak Hour: Time: 05:00 PM Volume: 678 NORTHBOUND AND SOUTHBOUND Time: K-factor: D-tactor Time: K-factor: 0-factor: 08:00 AM 7.6 % 52.6% SS 05:00 PM 10.8% 58.9 % SB Volume: 816 PHF: 0.89 Volume: 1,151 PHF: 0,87 5 Miami Ave_Miemi Bridge.xls • • UAVID PLOWER $ ASSOCIATES, kNC. TURNING MOVEMENT COUNTS Project Name: River Village Project Number: 04103 Location: South Miami Avenue & South 7 Street Count Date: 3/11/2004 Observer: Traffic Survey Specialists, Inc. Day of Week: Thursday South Miami Avenue South 7 Street TIME •' : •1ND SOUTHBOUND EA33TBOUND WESTBOUND —GRAND INTERVAL NM R TOT. TOTAL [ L [ T R FTO AL RFrOTNE TOTAL 04.00 PM 04:15 PM 90 55 0 0 0 0 0 0 0 0 0 0 199 12 211 356 04:15 PM 04:30 PM 94 78 0 172 0 0 0 0 0 0 0 0 0 188 16 204 376 04:30 PM 04:45 PM 101 68 0 169 0 0 0 0 0 0 0 0 0 233 12 245 414 04:45 PM 05:00 PM 96 83 0 179 0 0 0 0 0 0 0 0 0 193 19 212 391 05:00 PM 05:15 PM 175 96 0 271 0 0 0 0 0 0 0 0 0 286 41 327 598 05:15 PM 05:30 PM 122 76 0 198 0 0 0 0 0 0 0 0 0 294 24 318 516 05:30 PM 05 45 PM 143 82 0 225 0 0 0 0 0 0 0 0 0 275 22 297 522 05 45 PM 06 00 PM 99 79 0 178 0 0 0 0 0 0 0 0 0 259 19 278 456 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK PERIOD South Miami Avenue South 7 Street TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T r R TOTAL L T R TOTAL L T R TOTAL TOTAL 05:00 PM 06:00 PM 460 309 0 769 0 0 0 0 0 0 0 0 0 964 83 1046 1815 PEAK HOUR FACTOR 0.71 N/A N/A 0.80 0.87 Note: 2002 FOOT Seasonal Weekly Volume Factor = 1.00 S Miami Ave S 7 st.xls • • • UAV1C PLUMMEsi 8 ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS River Village Project Number: Count Date. Day of Week: Thursday 04103 3/11/2004 SW 3 Street and SW 2 Avenue Traffic Survey Specialists, Inc. SW 2 Avenue r SW 3 Street TIME INTERVAL [NUR HT B 5UND SOUTHBOUND L EAST UUND WESTBOUND GRAN T TOTAL L L T R TOTAL L T R TOTAL fl L J T AL L T TA 04:00 PM 04:15 PM 27 43 2 72 2 65 5 72 5 7 32 44 2 8 21 209 04:15 PM 04.30 PM 25 43 8 76 0 54 3 57 0 9 21 30 9 6 16 31 194 04:30 PM 04:45 PM 18 47 3 68 3 80 0 83 8 3 26 ® 11 6 7 24 212 04:45 PM 05:00 PM 10 46 2 58 4 64 0 68 8 5 27 40 ® 5 23 189 05:00 PM 05:15 PM 21 54 3 78 0 92 0 92 6 4 33 43 16 4 14 34 247 0515 PM 05:30 PM 14 60 1 75 3 87 2 92 6 9 27 42 16 3 20 39 248 05:30 PM 05:45 PM 27 52 4 83 2 69 0 71 2 4 29 35 21 4 8 222 05:45 PM 06:00 PM 20 48 1 69 5 57 0 62 4 7 26 37 9 4 9 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK PERIOD .190 SW 2 Avenue SW 3 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 05:00 PM 06:00 PM 81 197 12 290 10 284 5 299 20 24 111 154 53 17 44 114 856 PEAK Hour FACTO 0.87 0.81 0.88 0.73 0.91 Note: 2002 FOOT Seasonal Weekly Volume Factor = 1.00 2 ave_3 st.xls • L)AV16 PLUMMER & ASSOCIATES, INC, TURNING MOVEMENT COUNTS Project Name: River Village Project Number: 04103 Location: South Miami Avenue & 1-95 Off Ramp Count Date: 3f11/2004 Observer: Traffic Survey Specialists, Inc. Day of Week: Thursday South Miami Avenue 1-95 Off Ramp TIME NORTHBOUND IB D EATBOUND - WESTBZUND GRAND INTERVAL R F r TAB. FL T R FrOTAL iIlljiljIMli�' •TA r L T R TOTAL TOTAL 04:00 PM 04:15 PM 0 0 0 0 0 82 0 82 0 0 56 56 0 0 0 0 138 04:15 PM 04:30 PM 0 0 0 0 0 92 0 92 0 0 75 0 0 0 0 167 04:30 PM 04:45 PM 0 0 0 0 0 82 0 82 0 0 49 49 0 0 0 0 131 04:45 PM 05:00 PM 0 0 0 0 0 88 0 88 0 81 81 0 0 0 0 169 05:00 PM 05:15 PM _ 0 0 0 0 0 100 0 100 0 0 86� 86 y r 0 0 0 0 186 05:15 PM 05:30 PM 0 0 0 0 0 121 0 121 0 0 93 93 0 0 0 0 214 05:30 PM 05:45 PM 0 0 0 0 0 112 0 112 0 0 52 52 0 0 0 0 164 05:45 PM 06:00 PM 0 0 0 0 0 116 0 116 0 0 80 80 0 0 0 0 196 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK PERIOD South Miami Avenue 1-95 Off Ramp TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 05:00 PM 060 PM 0 0 0 0 0 397 0 397 0 0 286 286 0 0 0_ 0 683 PEAK HOUR FACTOR N/A 0.82 0.77 N/A 0.89 Note: 2002 FDOT Seasonal Weekly Volume Factor = 1.00 S Miami Ave_. f-95 ramp.xls • • €)AVID PLUMMSFI & ASSOCIATES, Project Location: Observer: INC, Name: TURNING MOVEMENT COUNTS River Village Project Number: Count Date: Day of Week: Thursday 04103 South Miami Avenue & SW 3 Street 3/11/2004 Traffic Survey Specialists, Inc. South Miami Avenue SW 3 Street TIME INTERVAL N RTHB1UND B I ND --I EA TBTUND WESTBOUND 1 GRAND TOTAL L flT R TOTAL L T 1=1 [TOTALI= T R TOTAL I-R- rTOTi 04:00 PM 04:15 PM 0 0 0 0 65 73 1 139 0 5 19 24 ® 0 0 3 166 04:15 PM 04:30 PM 0 0 0 0 81 85 4 170 0 0 20 20 0 3 193 04:30 PM 04:45 PM 0 0 0 0 53 78 2 133 0 0 11 11 2 0 2 146 04:45 PM 05:00 PM 0 0 0 0 60 105 1 166 0 0 22 22 0 0 0 188 05700 PM 05:15 PM 0 0 0 0 68 120 2 190 0__. 0 21 21 0 0 0 0 211 05:15 PM 05:30 PM 0 0 0 0 62 150 5 217 0 0 22 22 3 0 0 3 242 05:30 PM 05:45 PM 0 0 0 0 62 99 1 162 0 0 16 1 0 0 1 179 05:45 PM 06_00 PM 0 0 0 0 75 119 0 ® 0 0 18 3 0 0 3 215 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK PERIOD South Miam Avenue SW 3 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 05:00 PM 06:00 PM 0 0 0 0 263 415 8 686 0 3 75 77 8 0 0 8 770 PEA HOUR FACTOR N/A 0.79 0.80 0.63 0.88 Note: 2002 FDOT Seasonal Weekly Volume Factor = 1.00 S Miami Ave 3 st.xls • Signal Timings • PATTERN SCHEDULE FOR 3507 S MIANI AVE 5 250 BL?< FOR DAY # 4 (SECTION 25) TIME PT OFF SG C ] EG Y S Y Ni CY C MIN: 7 7 0 23 0 31 1 4 20 4 6 60zATE NIG 600 13 11 25 1 4 26 4 60NITE 0/; 630 7 21 28 1 4 23 4 60PRE AM M 720 8 29 43 1 4 38 4 90AM PEAK 930 9 41 25 1 4 56 4 905110-DAY 1130 10 47 25 1 4 56 4 90MID-DAY 1345 9 41 25 1 4 56 4 905TD-DAY 1545 11 36 28 1 4 63 4 100PM PEAK 1800 12 38 35 1 4 46 4 90POST PM 1900 13 11 25 1 4 26 4 60NITE 0/1 2300 23 0 31 1 4 20 4 6 SOLATE NIG ENTER THE DAY #, C°ONTROLLER # (/ = STOP) PATTERN SCHEDULE FOR 3449 S MIAMI AVE & 7 ST FOR DAY # 4 (SECTION 24) TIME PT OFF NW F Y WW F Y R S Y M CYC MIN: 7 6 4 6 0 22 45 24 6 4 15 5 4 60EARLY NI 30 23 7 24 6 4 15 6 4 1 SONIGHT 11 100 19 7 25 6 4 14 6 4 1 60LATE NIG 600 4 43 30 6 4 9 6 4 1 60PRE AM P 730 1 79 54 6 4 25 6 4 1 100514 PEAK 930 6 3 19 6 4 20 6 4 1 60AVERAGE 153E 7 64 29 6 4 30 6 4 1 80PM PEAK 1830 8 33 19 6 4 20 6 4 1 60P0ST PEA 2130 9 7 24 6 4 15 6 4 _ 60E01541150 2300 22 45 24 6 4 15 6 4 1 6OEARLY 51 ENTER THE DAY #, CONTROLLER 4 (/ = STOP) PATTERN SCHEDULE FOR 5813 SW 2 AV & SW 3 ST FOR DAY 4 4 (SECTION 27) TIME PT OFF NSG G Y R EWG Y R S Y N4 CYC 13 -- FRIDAY (N0 SCHOOL) 0 23 0 25 4 1 34 4 1 6 70NIGHT 20 600 13 46 46 = 4 1 13 4 1 7ONIGST 1/ 730 8 76 58 1 4 1 21 4 1 90AM PEAK 900 9 29 58 1 4 1 21 4 1 90MSD--DAY 1145 10 8 58 1 4 1 21 4 1 90NOOM 1/0 1315 9 29 58 1 4 1 21 4 1 90111D-DAY 1545 11 81 68 1 4 1 21 4 1 100PM PEAK 1800 12 3 60 1 4 1 19 4 1 90POST PM 1900 13 46.46 1 4 1 13 4 1 70NIGHT 1/ 2100 17 46 46 1 4 1 13 4 1 70NIGHT 5/ 2300 23 0 25 1 4 1 34 4 1 6 70NIGHT 20 ENTER THE DAY 4, CONTROLLER 4 (/ = STOP) •