Loading...
HomeMy WebLinkAboutTraffic Impact Study IRiver Front (East Parcel) •mit Study Prepared by: David Plummer & Associates, Inc. une 2004 DPA Project #04153 River Front (East Parcel) IvIUSP Traffic Impact Study TABLE OF CONTENTS Page List of Exhibits ii EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 2 1.1 Study Area 2 1.2 Study Objective 4 2.0 EXISTING TRAFFIC CONDITIONS 5 2.1 Data Collection 5 2.1.1 Roadway Characteristics 5 2.1.2 Traffic Counts 6 2.1.3 Intersection Data 6 2.2 Corridor Capacity Analysis 9 2.3 Intersection Capacity Analysis 11 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS 13 4.0 FUTURE TRAFFIC CONDITIONS 14 4.1 Background Traffic 14 4.2 Committed Developments 14 4.3 Project Traffic 14 4.3.1 Project Trip Generation 14 4.3.2 Project Trip Assignment 17 4.4 Future Corridor Capacity Analysis 21 4.5 Future Intersection Capacity Analysis 21 4.6 Site Access 25 5.0 CONCLUSIONS 26 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Approved Transportation Methodology: River Front (West Parcel) & 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 River Front (East Parcel) MUST Traffic Impact Study LIST OF EXHIBITS Exhibit Page 1 Location Map 3 2 Existing PM Peak Traffic Volumes 7 3 Existing Lane Configurations 8 4 Existing Corridor and Transit Conditions 10 5 Person -trip Volume and Capacity — Existing Conditions Matrix 12 6 Existing Intersection Capacity Analysis Results 11 7 Committed Development Map 15 8 Future PM Peak Hour Traffic Volumes without Project 16 9 PM Peak Hour Project Trip Generation 18 10 Cardinal Distribution 19 11 PM Peak Hour Project Vehicular Trips Assignment 20 12 Person -trip Volume and Capacity — Future Conditions Matrix 22 13 Project PM Peak Hour Vehicular Volumes 23 14 Future with project PM Peak Vehicular Volumes 24 15 Future Intersection Capacity Analysis 21 Page ii River Front (.Fast Parcel) MUSP Traffic Impact Study EXECUTIVE SUMMARY The River Front (East Parcel) has an approved MUSP application under the name Miami River r Renaissance. However, the development plan has been modified and the name changed. Therefore, the traffic study has been updated to reflect these modifications, as well as new data. r The project is a proposed mixed use development located on a parcel generally bound by SW 3 r Street to the north, SW 1 Avenue to the west, the Miami River to the south and South Miami Avenue to the east. The project consists of 1,403 residential condominium dwelling units, r 41,994 SF of retail space, and 52,800 SF of office space. Access to/from the site 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 r Area -wide DRI. r 1 Existing and future traffic conditions for the project area corridors were established using the r person -trip based corridor capacity method. This method, consistent with the City's Comprehensive Plan, promotes improved transportation efficiency through increased private r r r 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. Dim O w 1 ✓ 1 Page I River Front (East Parcel) MUSP Traffic Impact Study 1.0 INTRODUCTION The River Front (East Parcel) has an approved MUSP application under the name Miami River Renaissance. However, the development plan has been modified and the name changed. Therefore, the traffic study has been updated to reflect these modifications, as well as new data. The 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. The project consists of 1,403 residential condominium dwelling units, 41,994 SF of retail space, and 52,800 SF of office space. Access to/from the site 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 The approved methodology for the proposed project on the parcel adjacent to this project was used for this study update (See Appendix A). The two projects, although under separate ownership, are interrelated and share the same driveways and will be developed in a coordinated manner. The traffic study was performed for PM peak conditions. For traffic analysis purposes, and consistent with the aforementioned methodology, 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 performed 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 Page 2 • • • • • • • 141 • • • • • • • • GQWRNMENT CENTER CULTURAL r CENTER /4/14/ RIVER w 2 S.W. 7 ST. S.W. 8 ST, SW 9 ST. S.W. 10 ST. N.E. 3 ST. a N. E. 2 ST, N.E. 1 ST. GLER ST. ti! N. T. S. S.E. 2 ST. J S.E. 3 ST SC. BLVD. WAY PROJECT: RIVER FRONT (EAST PARCEL) T iTLE: LOCATION MAP EXHIBIT No. 1 Bags 3 River Front (Rase Parcel) MUST Traffic Impact Study 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 Plan and promotes improved transportation efficiency through increased private vehicle occupancies, making mass transit a full partner in the urban transportation system. Page 4 River Front (East Parcel) MUSP Traffic Impact Study p. 2.1 Data Collection 110 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. 0 2.1.1 Roadway Characteristics Miami Avenue 2.0 EXISTING TRAFFIC CONDITIONS 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, 1 southbound from north of SW 2 Street to just beyond SW 3 Street. Miami Avenue becomes a 0 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 .4111 and all southbound traffic must turn right at SW 7 Street in this segment of Miami Avenue. 1 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. 1 0 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 1 the bridge. There is no posted speed limit within the study area. On -street metered parking is 1 permitted between SW 2 and 3 Streets on the east side and prohibited along the remainder of the f 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. 1 1 1 Page 5 River Front (East Parcel) MUSP Traffic Impact Study 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 permitted 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 intersections under study. Existing determine the lane configurations for the roadways and signal timing data was obtained from Miami -Dade County for the analyzed intersection. Signal information is included in Appendix B. This information provided the signal phasing and timing used in the intersection capacity analysis. shows the existing lane configurations for the intersections and roadways studied. Exhibit 3 Page 6 1 1 1 1 1 1 1 1 1 1 1 • • ow 1 1 1 1 1 1 1 1 1 1 1 1 � PROJECT: RIVER FRONT (EAST PARCEL) TITLE: 2004 PM PEAK HOUR Page 7 w I�tt SW 3 ST1 -95 0 Ir w 2 PROJECT SITE > A 4rE f2---/ 4 4 `i SW 7 ST SW 8 ST tt w 2 Q) ttt N.T.S. t PROJECT: RIVER FRONT (EAST PARCEL) T;TLE: EXISTING LANE CONFIGURATIONS EXHIBIT No. 3� Page 8 River Front (Fast Parcel) ;WISP Traffic Impact Study r 1• r Existing traffic conditions for the project area corridors have been established using the person - 2.2 Corridor Capacity Analysis 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 r consistent with the approved methodology for this project as described below: r r 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 r from FDOT's 2002 Quality/Level of Service Handbook. Transit (bus and fixed rail) ridership r and capacity were obtained from Increment II of the Downtown Miami Area -wide DRI. An r analysis of existing vehicle roadway and transit conditions is shown in Exhibit 4, supporting information included in Appendix C. r 0 Person -Trip Capacity Vehicle occupancy for the person -trip capacity calculations is based upon a comprehensive study r performed for the City of Miami. The vehicle occupancy factor of 1.6 persons per vehicle is r approved for use as the practical capacity of a private passenger vehicle to determine the person- ' trip capacity of the vehicular traffic system. r 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 9 IIIWUPIPIPWIPIIPIPIPIPIPIPIPWWWWWWW4WWwwwwwwwwwwwwww•wwww Exhibit 4 Existing Corridor and Transit Conditions Corridor From To Roadway Conditions (vehicles) Transit Conditions (persons) Dir Existing Lanes Count Source/ Period Raw PM Peak Hour Volume Peak Season Factor PM Peak Hour Volume Dir Max Service Volume [1] Total Bus Ridership [2] Bus Capacity [2] Total Metrorail Ridership [2] Metrorail Capacity [2] Total Metromover Ridership [2] Motromover Capacity [2] Total Transit Ridership [2] Transit Capacity [2] 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 7 STREET BRICKELL AVENUE SW 1 AVENUE SW 1 AVENUE SW 2 AVENUE SW 8 STREET BRICKELL AVENUES MIAMI AVE S MIAMI AVE SW 1 AVENUE SW 1 AVENUE SW 2 AVENUE SB NB NB SO WB WB EB EB EB 3L 21 2LU 2LU 3L 3L 3L 3L 4L DPA - PM DPA - PM DPA - PM DPA - PM DPA - PM DPA - PM DPA - PM 676 420 291 502 1706 1706 1045 1045 1045 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 676 420 291 502 1706 1706 1045 1045 1045 2990 1990 780 780 2990 2990 2990 2990 3250 251 68 24 210 156 300 345 534 534 276 378 276 810 534 563 281 692 2925 1463 1463 164 960 251 795 281 692 24 210 156 300 345 534 4419 1463 1463 276 378 276 810 534 Notes: [11 Peak Hour Directional Maximum Service Volumes are obtained from FDOT's Quality/Level of Service Handbook [2] Transit and roadway information obtained from the Downtown Miami DRI increment it SEGMENT ANALYSIS.x1sEXH 4 River Front (East Parcel) WISP 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 -trig 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 perfouned 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 S LOS ExistingSal Signal Timing S Miami Avenue / S 3 Street I U B S Miami Avenue / 1-95 exit ramp S B S Miami Avenue / S 7 Street 1 S C SW 3 Street / SW 2 Avenue S B Li unsignafized S=signalized ounce: Page 1 ! WWWwwwwW W W WIWI" W W WWWW W W W WW IlliW WW W W Vdr WWW 0 Exhibit 5 Person -Trip Volume and Capacity Existing Conditions Matrix CORRIDOR FROM TO Roadway Mode - Transit Mode Segment Total Dir (a) Roadway Vehicular Capacity (b) Pers-Trip Capacity @PPV=1.6 (a) " 1.6 (c) Roadway Vehicular Volume (d) Pers-Trip Volume @PPV=1.4 (c)* 1.4 (e) Excess Pers-Trip Capacity (b) - (d) (f) Total Pers-Trip Capacity (0) Total Pers-Trip Volume (h) Pers-Trip Excess Capacity (f)-(g) (i) Segment Pers-Trip Capacity , (b)+(f) (1) Segment Pers-Trip Volume (d)+(9) (k) Pers-Trip Excess Capacity (i)-(I) (1) Segment Person Trip vie (i)1(i) LOS SOUTH MIAMI AVENUE 11) pi I31 [4) 151 161 171 SW 3 STREET SW 6 STREET SB 2990 4784 676 946 3838 534 251 283 5318 1197 4121 0.23 C SW 6 STREET SW 8 STREET NB 1990 3184 420 587 2597 4419 795 3624 7603 1382 6221 0.18 C SW 2 AVENUE SW 2 STREET SW 8 STREET NB 780 1248 291 407 841 1463 281 1182 2711 688 2023 0.25 C SB 780 1248 502 703 545 1463 692 771 2711 1395 1316 0.51 D SW 7 STREET SW 2 AVENUE SW 1 AVENUE WB 2990 4784 1706 2388 2396 276 24 252 5060 2412 2648 0.48 D SW 1 AVENUE BRICKELL AVENUE WB 2990 4784 1706 2388 2396 378 210 168 5162 2598 2564 0.50 0 SW 8 STREET BRICKELL AVENUE S MIAMI AVE EB 2990 4784 1045 1463 3321 276 156 120 5060 1619 3441 0.32 C S MIAMI AVE SW 1 AVENUE EB 2990 4784 1045 1463 3321 810 300 510 5594 1763 3831 0.32 C SW 1 AVENUE SW 2 AVENUE EB 3250 5200 1045 1463 3737 534 345 189 5734 1808 3926 0.32 C Notes: [11 The Roadway Vehicular Capacity is obtained from Exhibit 4. [2] Person -Trip capacity is derived by applying a 1.6 vehicle occupancy to the vehicular capacity. [3]) The Roadway Vehicular Volume is obtained from Exhibit 4. [4] Person -Trip Volume is derived by applying a 1.4 vehicle occupancy to the vehicular capacity. [5] The Total Transit Person -Trip Capacity is obtained by adding bus, metrorail and rnetromover capacities (see Exhibit 4). [6] The Total Transit Person -Trip Volume is obtained by adding bus and metromover volumes (see Exhibit 4). [7] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service Handbook (see Appendix C). SEGMENT ANALYSIS.xIsEX 5 EXISTING CONDITSONS yp River Front (East Parcel) 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 13 1 River Front (East Parcel) MUSP Traffic Impact Study 1 4.1 Background Traffic 1 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 1 the study period. 4.2 Committed Developments The list of projects obtained from city staff for the study of the adjacent parcel, City of Miami 1 Planning and Zoning Department Report on Private Development From 1996 Updated through March 2004, was used for consistency. 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 1• {East Parcel) are shown in Exhibit 7_ The committed development project information is included in Appendix E. Traffic generated by these developments was distributed using the 1 traffic reports provided by the City of Miami. This information and a matrix showing segment 1 volumes from the committed developments are also included in Appendix E. 1 Future traffic volumes were projected for the build -out year 2012. Exhibit 8 shows the projected 1 1 turning movement volumes without the project. 1 1 4.3 Project Traffic 1 1 4.3.1 Project Trip Generation 1 1 1 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 1 1 Page 14 ✓ ✓ i r 0. r r r ✓ r r r r r r r r r r DO r r r r r 1 r r rW GOSifERNMENT CENTER MIAMI AVE. 0,' PROJECT -} SITE N.E. 3 ST. ¢ W z N.E. 2 ST. N.E. 1 ST. FLAGLER ST. N.t.S. S.E. 1 ST. vs S.W. 9 ST. S.W. 16 ST. CONVENTION TER S.E. 2 ST. / S.E. 3 ST L . BISC. BLVD. WAY LEGEND 1 - BRICKELL ON THE RIVER 2 - BRICKELL COMMONS 3 - THE BEACON BRICKELL VILLAGE 4-NEOII 5 - RIVER FRONT (WEST PARCEL) 6 - ONE RIVERVIEW SQUARE 7 - LATITUDE ON THE RIVER PROJECT: RIVER FRONT (EAST PARCEL) Ti TL COMMITTED DEVELOPMENT LOCATION MAP EXHIBIT No. Page 15 LU N N t w 0 PROJ SW 3 ST O rN, 4127 20 r 78 28 o 1 307 n nub 2E99 i959 —► RIVER FRONT (EAST PARCEL) I-95 416Z L]: iO3> r PROJECT SITE -} SW 7 ST SW 8 ST LE: S. MIAMI AVE N.T.S. t 0 234 47G FUTURE WITHOUT PROJECT PM PEAK HOUR EXHI Page 16 3T No. 8 River Front (East Parcel) MUSP Traffic impact Study following procedure consistent with Increment II of the Downtown DRI and the approved methodology: r 0 • The gross vehicular trip generation for each land use was determined using the Institute of Transportation Engineers (ITE) Trip Generation rates or formulas. • Gross vehicular trips were reduced by 16% based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). 110 • Gross vehicular trips were reduced by the percent stated for the corresponding sub -area to 10 1 reflect transit usage based on projected modal splits from Increment II of the Downtown DRI for the CBD 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. 1 • The net external vehicle trips were converted to person -trips using 1.4 persons per vehicle pursuant to City standards. 111 • The vehicular trips assigned to transit were converted back to person -trips using 1.4 persons PO per vehicle pursuant to City standards. r • The net external person -trips were obtained by adding together the project net external person -trips for the vehicle and transit modes. r A trip generation summary for the project is provided in Exhibit 9. r 4.3.2 Project Trip Assignment i 1 . 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 111 trips from a TAZ to other parts of Miami -Dade County. 1 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. ✓ 1 Page /7 1 111, w w w w w w w ww w w w • • Oo 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) General Office Retail 1,403 DU 52,800 SQ, FT. 41,994 SQ. FT. 232 710 820 62% 17°/n 48% 305 13 169 38% 83% 52% 187 65 184 492 78 353 GROSS VEHICLE TRIPS 53% 487 47% 436 923 Internalization Pass -by (Retail Only) -46 -57 -46 -63 -92 -120 PROJECT VEHICLE TRIPS I 54% 384 146% 327 1 711 Vehicle Occupancy Adjustment @ 16% of Gross External Trips Transit Trip Reduction @ 22.60% of Gross External Trips Pedestrian / Bicycle Trip Reduction @ 10.00% of Gross External Trips (1) (2) (3) 54% 54°/0 54% 61 87 38 46% 46% 46% 52 74 33 114 161 71 NET EXTERNAL VEHICLE TRIPS 54% 197 46% 168 365 I I Net External Person Trips in Vehicles @ 1.40 Persons/ Vehicle Net External Person Trips using Transit @ 1.40 Persons/ Vehicle Net External Person Trips (vehicles and transit modes) 54% 54% 54% 276 121 397 46% 46% 46% 236 104 339 512 225 737 I I I Net External Person trips walking / using bicycle 1.40 Persons/ Vehicle 154% 54 146% T 46 I 100 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 modat splits used in the Downtown Miami DR1 Increment II (3) Pedestrian and bicycle trip reductions based on Downtown characteristics used in the Downtown Miami DRI Increment II River Front (East Parcel) MUSP Traffic 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: MPO Long Range Transportation Plan Update Page 19 -(27% 10 (CI r SW3STI Ssz 1_9 0 w 1 PROJECT SITE SW 7 ST SW 8 ST Th 0 t ae LEGEND IN- XX OUT- (XX) (5x) PROJECT: RIVER FRONT (EAST PARCEL) TITLE: PROJECT TRIP ASSIGNMENT EXHIBIT No. 11) Page 20 River Front (East Parcel) MUSP Traffic Impact Study 4.4 Future Corridor Capacity Analysis The existing person -trip volumes were combined with the committed development and background growth person -trips to obtain the total year 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 STU Future w/o Project Future w/ Project S Miami Avenue / S 3 Street U B B S Miami Avenue / 1-95 exit ramp 1 S B B S Miami Avenue / S 7 Street S D D SW 3 Street / SW 2 Avenue j I S B B U= unsignalized S= signalized ounce: Page 21 i___ ler ger lor .,_w ___ mor w IMF Mr Mr _._IF _i Exhibit 12 Person -Trip Volume and Capacity Future Conditions Matrix Without Project With Project 9 (a) (b) (c) (d) (e) (f) (9) (h) (i) (i) (k) Existing Future Committed Future Change in Future Future w/out Proj Project Total Future Future with Proj Corridor Dir Pers-Trip Bkg. Development Pers-Trip Projected Pers-Trip Pers-Trip Pers-Trip Pers-Trip Pers-Trip Pers-Trip Volumes Pers-Trip Pers-Trip Volumes Transit Capacity vlc LOS Volume Volumes Capacity vlc LOS 2.0% Capacity From To 8 (b)+(c) (d)/(f) (d)+(h) (I)IG) SOUTH MIAMI AVENUE [1] [2] [3] [4] [5] [6] [4] [5] SW 3 STREET SW 6 STREET SB 1197 1403 203 1606 98 5416 0.30 C 136 1742 5416 0.32 C SW 6 STREET SW 8 STREET NB 1382 1620 110 1730 50 7653 0.23 C 0 1730 7653 0.23 C SW 2 AVENUE SW 2 STREET SW B STREET NB 688 807 289 1096 -124 2587 0.42 C 99 1195 2587 0.46 0 SB 1395 1634 549.5 2184 32 2743 0.80 D 34 2218 2743 0.81 0 SW 7 STREET SW 2 AVENUE SW 1 AVENUE WB 2412 2826 981 3807 100 5160 0.74 D 128 3935 5160 0.76 0 SW 1 AVENUE BRICKELL AVENUE WB 2598 3044 932 3975 122 5284 0.75 D 108 4084 5284 0.77 D SW 8 STREET BRICKELL AVENU S MIAMI AVE EB 1619 1897 352 2249 100 5160 0.44 D 10 2260 5160 0.44 D S MtAMI AVE SW 1 AVENUE EB 1763 2066 1029 3095 70 5664 0.55 D 0 3095 5664 0.55 D SW 1 AVENUE SW 2 AVENUE EB 1808 2118 1029 3147 802 6536 0.48 D 0 3147 6536 0.48 D Notes: [t] The Existing Person Trip Volume is obtained from Exhibit 5, column (j) [2] Year 2006 Background Person Trip Volume is derived by applying a 2% growth factor to the existing person -trip volume [3] Projected Transit Capacity was obtained from the Downtown Miami DRI Increment II = [Future Transit Capacity - Existing Transit Capacity]; (If negative, existing routes reduced or eliminated.) [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 Duality/Level of Service Handbook (see Appendix C) [6] Project Person Trip Volumes are derived from Trip Generation Analysis 4 g. 0 SEGMENTANALYSIS,xl EX 12 FUTURE CONDITIONS 4t N 4t Cr PROJECT:: dPa (97) SW3ST 69 —► (8!) {(!6} 11464M! RIVER —20E54) RIVER FRONT (EAST PARCEL) 59 - r 69 PROJECT SITE 2 SW 7 ST SW 8 ST 48 Z (59)1 Th } S. MIAMI AVE N.T.S. PM PEAK PROJECT TRIP LEGEND IN -XX OUT - (XX) EXHtB(7 No. Page 23 13/ PROJECT: dPa RIVER FRONT (EAST PARCEL) PROJECT SITE T tLE: FUTURE WITH PROJECT PM PEAK HOUR N.T,S. EXHIBIT No. Page 24 14} River Front (East Parcel) MIS? Traffic c impact 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 driveways and analyzed. Unsignalized HCS analysis results show adequate operations. The analysis worksheets are included in Appendix D. Page 25 River Front (East Parcel) MUSP Traffic Impact Study 1 1 1 1 1 1 1 1 1 1 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of River Front (East Parcel) was performed in accordance with the approved methodology for the adjacent parcel 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. MUSP.doc Page 26 • • • Appendix A Approved Transportation Methodology & Driveway Locations • 1 DAVID PLUMMER & ASSOCIATES, INC. 1 r r 1 1 1 1 1 II. TRANSPORTATION • CIVIL • STRUCTURAL • ENVIRONMENTAL To: Affiliation: From: RE: cc: Facsimile Transmission Mr. Raj Shanmugam, PE URS Corporation Sonia Shreffler-Bogart, PE Brickell River Village - #04103 Lilia Medina, Vicky Garcia -Toledo, Diego Ardid, file Fax #: Phone #: Date: Pages: (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-in/right-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: • rw 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 signalizedintersectionswill be obtained from Miami -Dade County. 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 TELEPHONE: 305 447-0900, FAX: 305 444-4986 E-MAIL: dpa@dplummer.com dra 1 411/ • 1 1 1 1 1 1 1 1 1 1 1 1• 1 1 1 1 1 1 1 1 1 If you have any questions you can contact me at (305) 447-0900. 1 traf ic_meth_fax revised.doc 1 • 1 1750 PONCE DE LEON BOULEVARD CORAL GABLES, FLORIDA 33134 1 TELEPHONE: 305 447-0900, FAX: 305 444-4986 1 E-MAIL: dpa@dpiummer.corrs 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 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 capacitie s (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 calculationofperson-trips consistentwith 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 formulas. 2. Reduce gross vehicular trips by a vehicle occupancy adjustment based upon the use of the ITE trip rates (City of Miami's 1.4 vs. ITE's 1.2 pers/veh). 3. Reduce gross vehicular trips by a transit reduction based on projected modal splits from Increment II of the Downtown DRI. 4. Reduce gross vehicular trips by a pedestrian/bicycle reductionbased 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 TransportationPlan Update, published by the Metropolitan Planning Organization. Normal traffic patterns will also be considered when assigning project trips. dr PDDRIVEvwk\( L9cATDLLS 1 1 • • 10 1 00 • 1 1 Appendix B Traffic Counts Signal Timings 10 DO 1 1 0 Raw Traffic Counts f • 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 ******************************************************************************* 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 75 126 109 75 66 30 5 2 6 3 1 4 38 49 120 87 73 72 45 11 2 2 1 4 13 39 148 119 86 28 58 00 4 5 4 3 7 23 78 135 128 91 109 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 E 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 ` 3"''Total 346 395 316 326 270 312 182 147 80 92 45 43 Hour Total : 4664 1 AM peak hour begins : 07:30 AM peak volume : 529 Peak hour factor : 0.89 : 0 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 15 14 2 0 3 2 0 11 26 52 1 30 4 8 3 3 2 8 16 20 74 45 4 1 5 5 2 3 26 66 66 i 00 5 2 0 1 5 9 34 53 71 T 1 Hr Total 27 13 ---8 12 11 2© 87 165 263 284 274 315 0 End Time 12 0Hr Total 419 331 298 323 480 524 284 151 94 15 30 45 00 09 70 76 91 47 10 79 63 44 88 11 79 74 92 70 13 14 115 105 64 108 88 75 109 65 70 87 73 89 15 16 17 18 19 20 21 82 126 158 103 44 24 78 91 135 67 36 20 82 146 126 60 37 22 81 117 105 54 34 28 20 18 23 14 75 22 22 10 10 20 62 23 14 14 12 2 42 0 24 Hour Total : 4562 IAM peak hour begins : 11:30 AM peak volume : 385 Peak hour factor : 0.84 1PM peak hour begins : 16:30 PM peak volume : 556 Peak hour factor : 0.88 **************************************************************************** • 1 11 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 tIdentification : 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 , 15 30 45 r 00 00 01 02 03 04 16 7 2 7 4 9 10 9 6 3 15 3 7 6 6 9 7 4 4 12 'Hr Total ,End Time 12 13 14 15 __16 __17 __18 19 __20 21 -_22 23 ' 15 192 204 158 130 200 241 164 84 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 II 00 154 162 170 _167 _179 _182 __91 65 __45 39 __34 _r�9 Total 765 726 614 649 750 836 466 298 174 167 107 85 05 3 12 16 32 06 07 27 101 54 69 65 214 112 188 49 27 22 23 25 63 258 08 09 10 11 178 179 154 145 194 163 136 146 185 177 72 150 199 138 197 137 572 756 657 559 578 ,� 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 ********************************,**,******************************************* 1 1 1 1 1 1 1 1 1 1 IIi 1 1 1 1 1 Traffic Survey Specialists, Inc. 624 Gardenia Terrace r Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 0******************************************************************************** 'D ata File : D0311024.PRN • Station : 000000030702 OIdentification : 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 r Mar 11 Westbound Volume :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 r 30 69 23 24 7 10 29 60 133 191 173 214 247 r 45 35 16 13 8 15 16 84 160 214 174 210 222 00 36 17 3 5 15 27 67 156 231 215 226 261 'Hr Total 221 75 T 52 31-56 84 -255 -564 -795 T752 851 980 r 12 13 14 15 16 17 18 19 20 21 22 23 'End Time r 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 r 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 r Total 1168 1148 1114 1273 1379 2032 1345 953 696 554 512 356 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 111 Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 Data File : D0311030.PRN Station : 000000030701 identification : 000110252076 Start date : Mar 11, 04 Stop date : Mar 11, 04 City/Town : Miami, FL Location : SW 8th Street West of Miami Avenue Mar 11 Eastbound Volume Interval : 15 minutes Start time : 00:00 Stop time : 24:00 County : Dade End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 61 17 16 18 13 28 122 241 418 461 340 295 30 55 17 22 17 15 39 178 236 524 371 263 265 45 30 15 18 12 14 52 263 285 522 338 272 325 00 37 23 12 15 10 89 284 353 502 339 289 331 Hr Total 183 72 ��68 `^62 W52 Y208 847 1115 1966 1509 1164 1216 i End Time 12--13-14 _-15 rv16 ^^17 _-18 }-19 --20 --21 --22 23 0 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 1 45 353 338 284 226 225 281 245 192 146 127 129 107 00 305 309 266 266 251 325 215 159 157 125 106 60 '-, Total 1290 1263 1119 -991 F947 1143 �963 �775 689 494 -495 '348 1 Hour Total : 18979 AM peak hour begins : 08:15 AM peak volume : 2009 Peak hour factor : 0.96 11 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 Data File : D0311031.PRN i 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 1 Location : South Miami Avenue South of 1-95 Exit ******************************************************************************* "'Mar 11 Southbound Volume i End Time 00 01 02 03 04 05 06 07 08 09 10 11 ' ---- -- -- 15 23 12 10 8 9 13 --40 -109 -209 276 191 167 1 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 IP Hr Total 79 34 25 45 48 98 -262 551 1051 r969 -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 30 191 169 169 113 162 194 127 80 56 45 177 166 154 125 136 160 125 92 62 00 180 178 128 144 176 185 119 92 53 /H Total 744 -673 613 527 618 734 528 350 243 Hour Total : 10017 WAM 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 **************************************************************************,***** 57 46 45 36 184 28 41 39 25 32 23 34 17 133 106 IDAk Interval : 15 minutes Start time : 00:00 Stop time : 24:00 County : Dade Location : South Miami Avenue On Miami River Bridge ******************************************************************************* Mar 11 Northbound Volume for Lane 1 End Time 00 01 02 15 30 45 00 14 5 11 3 4 2 8 4 2 3 0 6 03 04 3 2 0 2 2 0 5 1 Hr Total 33 18 11 10 05 06 1 13 2 18 6 34 7 40 07 08 09 10 11 32 77 73 80 76 49 117 89 72 73 59 95 7757 63 59 98 66 69 75 5 16 105 199 387 305 278 287 End Time 12 13 15 30 45 00 0 f I Total. Hour • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 *******************************,r************************************************ Data File Station Identification Start date Stop date City/Town 68 84 85 59 296 D0311036.PRN 000000030704 000110252098 Mar 11, 04 Mar 11, 04 Miami, FL 120 88 98 76 382 344 390 366 14 15 16 81 87 85 91 86 131 98 75 68 91 102 105 17 144 104 125 100 473 18 94 74 66 54 288 19 20 21 69 54 50 40 213 26 36 23 26 111 26 20 18 33 22 23 26 21 23 23 23 16 26 11 97 93 76 Total : 4783 i 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 ******************************************************************************* O Mar 11 Southbound Volume for Lane 2 End Time 1 15 30 45 00 1 1 00 01 02 17 6 11 9 2 5 21 4 3 14 4 8 5 4 2 12 1 Hr Total 61 16 27 23 03 04 6 5 5 3 19 3 10 18 12 43 05 06 15 34 34 39 07 08 09 10 11 51 104 101 71 80 41 97 90 89 88 59 135 81 68 88 45 93 110 93 83 122 196 429 382 321 339 1 End Time 1 1 1 12 13 15 30 45 00 103 128 102 68 IHr Total 1 126 71 101 101 14 68 84 93 79 15 84 80 88 94 16 17 104 118 108 151 187 180 148 163 18 19 160 72 112 78 103 74 112 76 20 21 22 37 73 39 55 41 40 33 33 26 20 21 35 23 36 12 17 7 401 399 324 346 481 678 487 300 204 147 102 72 24 Hour Total : 5919 pm 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 !***************************************************************************** 141 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 f******************************************************************************** ▪ Data File : D0311036.PRN Station : 000000030704 'Identification : 000110252098 Start date : Mar 11, 04 1 Stop date : Mar 11, 04 ▪ City/Town : Miami, FL Location : South Miami Avenue On Miami River Bridge , ******************************************************************************* Mar 11 Total Volume for All Lanes 1 1 1 ,Hr Total 94 34 38 33 Interval : 15 minutes Start time : 00:00 Stop time : 24:00 County : Dade End Time 00 01 02 03 15 30 45 00 31 14 .32 17 10 13 8 4 8 4 12 3 4 8 14 17 04 8 7 5 4 24 05 06 28 52 68 79 59 227 4 12 24 19 07 08 83 181 90 214 118 230 104 191 395 816 09 10 11 174 151 156 179 161 161 158 125 151 176 162 158 687 599 626 ,End Time 12 13 -`14 15 171 246 149 30 212 159 171 1 45 187 199 178 1 00 127 �177 T170 ,Total 697 781 668 1 15 16 17 170 172 331 211 209 284 186 210 273 169 256 263 736 847 1151 18 254 186 169 166 19 20 21 22 23 141 63 67 52 59 132 109 60 41 28 124 62 51 44 43 116 81 66 58 18 775 513 315 244 195 148 Hour Total : 10702 'AM peak hour begins : 08:00 AM peak volume : 816 Peak hour factor : 0.89 1PM peak hour begins : 17:00 PM peak volume : 1151 Peak hour factor : 0.87 ******************************************************************************* 1 1 1 1 1 1 1 1 1 1 1 1 1 1� / 1 1 1 1 1 SOUTH 7TH STREET f SOUTH MIAMI AVENUE MIAMI, FLORIDA TED BY: RICH MENDEZ ALIBI!) 1 TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 {561) 272-3255 FAX (561) 272-4381 ALL VEHICLES 6 PEDS Site Code : 00040050 Start Date: 03/11/04 File I.O. 7STHIAM Page : 1 r S MIAMI AVENUE Frost North r Peds Right Thru Left Date 03/11/04 r 16:00 0 0 0 r16:15 1 0 0 16:30 0 0 0 ' 16:45 L 0 0 ' Rr Total 2 0 0 17:00 1 0 17:15 1 0 r 17:30 1 0 ' 17:45 8 0 Fr Er Total 11 0 r 0 0 0 0 0 0 0 0 0 0 0 S 7TE STREET Fro' East Peds Right Thru Left S MIAHI AVENUE Froi South Peds Right Thru Left S 7TE STREET Frog West vehicle Peds Right Thru Left Total 0 12 199 0 0 16 188 0 1 12 233 0 2 19 193 Q 3 59 813 0 1 41 13 24 9 22 9 19 32 106 286 294 275 259 1114 0 0 0 0 0 0 0 2 0 2 1 0 6 10 0 0 0 0 0 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 0 0 0 1 0 1 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 356 376 414 391 1537 598 516 522 2456 2092 r *TOTAL* 13 0 0 r r 'i r r r 1 r r r 'di r r r r 35 165 1927 0 12 0 617 920 1 3 0 0 1 3629 11/ SOUTH 7T1{ STREET i SOUTH MIAMI AVERTS 11 MIAIC, FLORIDA r TB➢ BY: RICH MENDE; ALIZED r TRAFFIC SURVEY SPECIALISTS, INC, 624 GAR➢EBIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272.4381 ALL VERICLES i PROS Site Code : 00040050 Start Date: 03/11(04 File I.D. : 7ST14IAM Page : 2 r S MIAMI AVENUE ' From North r Peds Right Thru Left Date 03/11/04 • r r r r 13 13 OMMIOMMIIMMEMEMMIIMMMOML e S 7TH STREET 111 Ti,92 r 0 r. 0 r 0 r r' 0 0 r O. 0 r0 r 3 2,847 3 r 1 1 1 1 S 7TH STREET From But Peds Right Thru Left S MIAMI AVENUE From South Peds Right Thru Left S 7T11 STREET From hest Peds Right Thru Left Vehicle Total 0 S MIAMI AVENUE 0 0 0 ,847 0 0 782 0 617 165 782 ALL VEHICLES & PEDS 2,09 Intersection Total 3,629 0 0 0 0 1,537 920 920 S MIAMI AVENUE 35 35 165 165 2,092 1,927 1,537 617 617 1 • 1,927 0 0 0 0 0 S 7TH STREET 0 0 12 12 1 SOUTH 7TH STREET i SOUTH MIAMI AVENUE 1 KIAKI, FLORIDA WED BY: RICE MENDBB LIEED / TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAA 1561) 272.4181 ALL VEEICLES i PBDS Site Code : 06040050 Start Date: 03/11/04 File I.D. : 7STKIAK Page : 3 1 S KIAKI AVENUE $ 7TE STREET S MIANI AVENUE 1 From North From Bast Prom South 1 Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left "Date 03/11/04 Peak our Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 03/11/04 1 Peak start 17:00 17:00 17:00 1 Volume - 0 0 0 106 1114 0 - 0 333 539 Percent 01 OF 0% - 91 911 01 01 381 621 "Pk total 0 1220 872 Highest 16:00 17:00 17:00 ',Highest Volume - 0 0 0 - 41 286 0 - 0 96 175 Hi total 0 327 271 PHF .0 .93 .B0 1 1 1 1 11 1. 1 11 1di 1 1S 7TH STREET 1 539 1 1,114 1,653 1• 0 1 0 1 1• 0 1 0 0 1 0 1 — 1- 2 1 1 IOW 1 1 2 0 0 S MIAMI AVENUE 0 0 0 , 653 0 0 439 1 0 333 106 439 ALL VEHICLES & PEDS 1,22 Intersection Total 2,092 f 0 0 0 0 872 • 539 539 S MIAMI AVENUE S 7TE STREET From West Peds Right Thru Left Vehicle Total 17:00 0 0 0 01 OY 01 0 16:00 0 0 0 0 .0 32 32 106 106 1,220 1,114 872 333 333 0 0 0 S 7TH STREET 0 0 0 0 • 10 0 10 1 1 ✓ ▪ SW 3RD STREET b SW 2RD AVENUE 11 MIAMI, FLORIDA TBD BY: 94OONIV ALIZED 110 TRAFFIC SURVEY 624 GARDE DELRAY RACE, (561) 272-3255 SPECIALISTS, INC. NIA TERRACE FLORIDA 33444 FAA (5611 272-4381 ALL VEHICLES 6 PEDS Site Code : 00040050 Start Date: 03/11j04 File I.D. : 3ST 2AVE Page : 1 SW 2ND AVENUE Fro' North Peds Right Thru Left r Date 03/11/04 11 16:Q0 16:15 16:30 10 16:45 ▪ Er Total IP 17:00 ▪ 17:15 r 17:30 17:45 IF Er Total r 0 0 1 2 5 3 0 65 54 80 _64 263 2 0 4 9 6 0 92 0 1 2 87 3 3 0 69 1 0 10 2 305 10 SA 3RD STREET Fro' East Peds Right Thru Left SR 21D AVENUE From South Peds Right Thru Left SW 3RD STREET Fro' West Peds Right Thru Left Vehicle Total 0 8 2 11 1 16 6 9 1 7 6 11 0 6 5 12 2 37 19 43 5 14 3 20 0 8 2 9 10 51 4 16 3 16 4 21 4 3 15 62 0 2 3 8 0 3 0 2 3 15 2 3 0 1 0 4 1 1 3 9 43 43 47 46 179 54 60 52 48 214 27 25 18 10 80 21 14 27 20 82 0 32 2 21 2 26 0 27 4 106 1 33 1 27 3 29 4 26 9 115 7 5 9 0 3 8 5 8 24 21 4 6 9 6 4 2 7 4 24 18 209 194 212 189 804 247 248 222 190 907 12 10 568 19 12 88 34 105 I 6 24 393 162 1 13 221 48 39 1 1711 O • SA 3RD STREET R SW 2ND AVENUE ▪ MIAMI, FLORIDA TED BY: 'FIOONIE' 10ALIZED 110 - - SW 2ND AVENUE r From North 10 lo Date 03/11/04 Peds Right 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. : 3STJAVE Page : 2 Thru Left SW 3RD STREET From Bast Pads Right Thru Left SW 2ND AVE11U Froa South Peds Right Thru Left SN 3RD STREET From West Fels Right Thru Left Vehicle Total rSW 3RD STREET r r r� 39 r 48 r r. r 162 34 10 12 206 12 39 48 221 221 13 10 10 SW 2ND AVENUE 568 568 597 14 308 1 19 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 12 12 88 88 34 34 105 105 91 SW 3RD STREET 19 48 24 111.11111111.1111111111111111111.1111111111111 24 24 6 6 IOW 3RD STREET & SA 2ND AVENUE MIAMI, FLORIDA DYED BY: 'MOONIE' r LIBED r TRAFFIC SURVEY SPECIALISTS, INC. 524 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 212-3255 FAA (561) 272-4381 ALL VEHICLES & PHDS Site Code : 00040050 Start Date: 03/11/04 File I.D, ; 3ST_2AVE Page : 3 SA 2ND AVENUE From North Peds Right Thru Left "Date 03/11/04 Peak Hour Analysis By Entire r Peak start 17:00 "Volume 2 305 10 Percent 11 961 34 "Pk total 317 "H ighest 17:00 Voiuse 0 92 0 I Hi total 92 I PEF .86 10 10 'SW 3RD STREET 82 10 15 99 2 18 r 18 i r 24 24 r 115 r 115 SW 3RD STREET From last Peds Right Thru Left SW 2ND AVENUE From South Peds Right Thru Left SW 3RD STREET Fron Nest Peds Right Thru Left Vehicle Total Intersection for the Period: 16:00 t 17:00 128 17:15 39 .82 2 2 51 15 62 401 121 481 20 3 16 18:00 on 03/11/D4 17;00 9 214 82 31 701 271 305 17:30 83 .92 SW 2ND AVENUE 305 305 317 56 57 10 10 600 52 27 18 214 51 283 ALL VEHICLES & PEDS Intersection Total 907 62 305 115 482 787 82 82 SW 2ND AVENUE 17 17:00 - 115 24 18 - 731 151 11I 157 17:00 33 4 6 43 .91 10 10 51 51 15 128 15 305 214 214 62 62 43 SW 3RD STREET 10 24 9 111 • I-95 OFF RAMP 6 SOUTH MIAMI AVENUE MIAMI, FLORIDA SIGNALIZED TED BY: CARLOS GUERRA • : RAMP IS SIGHED S$ 31D STREET SOUTH MIAMI AVENUE r From Korth TRAFFIC SURVEY 624 GARDH DBLRAY BEACH, (5611 272-3255 SPECIALISTS, INC. EIA TERRACE FLORIDA 33444 FAA (561) 272-4381 ALL MUCUS E PEDS Site Code : 00040050 Start Date: 03/11/04 File I.D. : I-95MIAM Page :1 r Peds Right Thru 10 Date 03/11/04 - 16:00 16:15 16:30 11;6:45 Rr Total r 17:00 17:15 r 17:30 r.7:J5 rHr Total 9 2 16 16 43 17 16 20 18 71 0 0 0 0 0 0 0 0 82 92 82 88 344 100 121 112 116 449 SOUTH MIAMI AVKN E From South Peds Thru Left FROM I-95 From hest Peds Right Left Vehicle Other Total Total 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 L 0 0 0 0 18 15 25 _3.2 90 34 26 31 30 121 56 75 49 81 261 86 93 52 80 311 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 r *TOTAL} 114 r r r r r r 1 1 1 1 1 1 1 1 0111, 793 1 0 0 0 } 211 572 0 1365 325 kI-95 OFF RAMP E SOUTH MIAMI AVENUE MIAMI, FLORIDA SIGNALIZED oidErED BY: CARLOS GURRRA RAMP IS SIGNED SW 3RD STRUT r TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 272-3255 FAX (561) 272-4381 ALL YBBICLES i PHDS Site Code : 01040050 Start Date: 03/11/04 File I.D. : I-95MIAM Page : 2 SOUTH MIAMI AVBNH Fro' North r Peds Right Thr© Date 03/11/D4 SOUTH MIAMI AVENUE From South Peds Thru Left FROM 1-95 Prot Hest Peds Right Left Vehicle Other Total Total 119 r 114 r r r FROM I-95 0 0 r 0 0 0 r 0 r r r r. 572 r 572 0 0 SOUTH MIAMI AVENUE 793 793 793 0 72 72 793 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 r r 11, I-95 OFF RAMP 4 SOUTH MIAMI AVENUE IF MIAMI, FLORIDA SIGNALIZED ,TB D BY: CARLOS GUERRA : RAMP IS SIGNED SN 3RD STREET r r TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (5i1) 272-3255 FAX (561) 272-4381 ALI VEHICLES i PEDS Site Code : 00040050 Start Date: 03/11/04 File I.D, : I.95MIAM Page : 3 SOUTH MIAMI AVENUE Froa North Peds Right Thru Date 03/11/04 Peak Hour Analysis By Entire P Peak start 17:00 Volume 0 449 Percent - Ot 100t Pk total 449 ▪ Highest 17:15 IF Volute - 0 121 10 Hi total 121 PRE .93 r r rgh FROM SOUTH MIAMI AVENUE From South Peds Thru Left FROM 1-95 From Nest Peds Right Left Vehicle Other Total Total Intersection for the Period: 16:00 to 18:00 on 03/11/04 17:00 0 0 0% Ot 0 16:00 71 71 1-95 0 0 0 0 0 121 0 0 ,0 0 0 17:00 311 0 1001 01 311 17;15 93 0 93 .84 SOUTH MIAMI AVENUE 449 449 449 0 11 11 449 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 0 1 ,SOUTH NNIABI AVENUE & SW 3RD STREET MIANJ , FLORIDA IIIIKRD BI: ROSIB BURGOS IGNALIZED 1 1 TRAFFIC TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BEACH, FLORIDA 33444 (561) 172.3255 FAA (5611 272-4381 ALL PEEICLES & PBDS Site Code : 00040050 Start Date: 03/11/04 File I.D. : 3ST_MIAM Page : 1 SOUTH MIAMI AVENUE From North 1 Peds Right Thru "Date 03/11/04 1 16:00 1 1 1 16:15 1 4 16:30 0 2 /16A5 0 1 , Hr Total 2 8 17:00 0 2 17:15 0 5 1 17:30 0 1 117:45 0 0 ,Hr Total 0 8 Left PARTING LOT From last Peds Right Thru Left SOUTH MIAMI AVENUE From South Peds Right Thru Left SN 3RD STREET From Nest Peds Right Thru Left Vehicle Total 73 85 78 105 341 120 150 99 119_ 488 65 81 53 60 259 68 62 62 75 267 3 0 6 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 2 8 0 3 1 7 1 0 1 0 0 2 1 3 a a 0 0 0 0 0 0 0 a 0 a a 0 0 0 0 a a 0 0 0 0 0 1 19 5 20 14 11 9 22 29 72 10 21 14 22 13 16 24 18 61 77 5 0 166 0 0 193 0 0 146 0 0 188 5 0 693 0 0 211 0 0 242 0 0 179 0 0 215 0 0 847 1 *TOTAL* 2 16 929 526 1 1 /O 1 1 1 IF / 1 1 1 1 0 0 15 5 0 0 0 I 90 149 5 0 1 1540 / / / SOUTH MIAMI AVENUE A SW 31D STREET / MIAMI, FLORIDA SID BY: ROSIB BURGOS IGNALIZED 11 1 1 TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE DELRAY BRACE, FLORIDA 33444 561► 272.3255 FAX {5611 272-4381 ALL VESICLES i PEDS Site Code : 00040080 Start Date: 03/11/04 File I.D. : 3ST_NIAIE Page : 2 . SOUTH MtIAMI AVENUE From North 1 Peds Right Thru Left 1 Date 03/11/04 1 1 1 1 1 2 2 1 _SW 3RD STREET 1 1 1* 1 1 1 1 1 1 0 0 16 16 0 5 PARKING LOT From East Peds Right Thru Left SOUTH MIAMI AVENUE From South Peds Right Thru Left SW 3RD STREET From hest Peds Right Thru Left Vehicle Total 16 16 SOUTH MIAMI AVENUE 829 829 1,371 70 5 154 149 149 90 526 526 1,371 0 0 0 0 ALL VEHICLES & PEDS Intersection Total 1,540 15 829 149 993 993 0 0 54 1.5 SOUTH MIAMI AVENUE 0 0 0 7 7 0 0 0 0 15 15 531 PARKING LOT 526 5 0 0 0 5 5 r r 'SOUTH MIAMI AVENUE R SN 3RD STREET NIAXI, FLORIDA ,ITED BY: ROSIE BURGOS r SIGNALIZED r r TRAFFIC SURVEY SPECIALISTS, INC. 624 GARDENIA TERRACE Site Code : 00040050 DELRAY BEACH, FLORIDA 33444 Start Date: 03/11/04 (561) 272-3255 FAX (561) 272-4381 File I.D. : 3ST NIAM Page : 3 ALL VEHICLES R PEDS SOUTH NIAM AVENUE From North PARKING LOT From East IPeds Right Thru Left Peds Right Thru Left r Date 03/11/04 Peak Hour Analysis By Entire Intersection for r Peak start 17:00 17:00 r Volume 8 48E 267 0 0 7 Percent - 11 641 351 Ot 01 1001 r Pk total 763 7 Highest 17:15 17:15 r Volu®e - 5 150 62 - r Bi total 217 3 PHF .88 .58 1• r ,SW 3RD STREET r 0 r 8 r 0 0 8 0 r 0 r r 0 r 0 r 77 r 77 r• 61 1 1 1 1 1 1 61 8 8 0 0 3 SOUTH NIAAI AVENUE From South Peds Right Thru Left SN 3RD STREET From West Peds Right Thru Left Vehicle Total the Period: 16:00 to 18:00 on 03/11/04 17:00 0 16:00 0 .0 SOUTH MIAMI AVENUE 488 488 763 267 267 5 77 763 0 0 0 01 01 01 0 0 0 0 0 0 0 ALL VEHICLES & PEDS Intersection Total 847 7 488 77 572 572 0 27 SOUTH MIAMI AVENUE 17:00 - 77 0 0 - 1001 01 01 77 17:15 22 0 0 22 .88 1 1 0 0 0 0 7 7 267 PARKING LOT 267 0 0 144111111111111111111111111111111111111 0 • 0 0 0 3 3 1 1 1 1 1 1 1 1 1 1 OW 1 Adjusted Traffic Counts • 1 1 1 1 1 1 1 1 1 1 1• 1 1 1 1 1 1 1 1 1 1 1 1 Pak 1 1 1 1 DAVID ALUMMER A ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS River Front (East Parcel) SW 2nd Avenue on the Miami River Bridge Traffic Survey Specialists, Inc. BEGIN TIME ' NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 2 5 11 4 22 01:00AM 5 2 2 5 14 02:00 AM 2 6 2 4 14 03:00 AM 4 3 1 3 11 04:00 AM 2 1 4 7 14 05:00 AM 3 4 13 23 43 06:00 AM 16 38 39 78 171 07:00 AM 75 49 148 135 407 08:00 AM 126 120 119 128 493 09:00 AM 109 87 66 91 373 10:00 AM 75 73 28 109 285 11:00 AM 66 72 58 67 263 12 00 PM 77 84 118 67 346 01:00 PM 99 103 104 89 395 02:00 PM 94 82 59 81 316 03:00 PM 48 102 90 86 326 04.00 PM 74 69 65 62 270 050D PM 83 69 83 77 312 06:00 PM 61 44 40 37 182 07:00 PM 40 52 24 31 147 08:00PM 23 19 21 17 80 09:00 PM 22 23 22 25 92 10:00 PM 13 13 5 14 45 11:OOPM 15 8 13 7 43 24-HOUR TOTAL 4,664 AM Peak Hour: PM Peak Hour: NORTHBOUND Project No.: Count Date: BEGIN TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 1700 AM 14 4 4 5 27 01:00AM 2 8 1 2 13 02.00 AM 0 3 5 0 8 03.00 AM 3 3 5 1 12 04:00 AM 2 2 2 5 11 05:00 AM 9 8 3 9 20 06:00 AM 11 16 26 34 87 07:00 AM 26 20 66 53 165 08:00 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 01:00 PM 105 88 65 73 331 02:00 PM 64 75 70 89 298 0300 PM 82 78 82 81 323 04:00 PM 126 91 146 117 480 05:OOPM 158 135 126 105 524 06:00 PM 103 67 60 54 284 07:00 PM 44 36 37 34 151 08.00 PM 24 20 22 28 94 0900 PM 20 18 23 14 75 10,00 PM 22 10 10 20 62 11:00 PM 14 14 12 2 42 24-HOUR TOTAL 4,562 DAILY TRAFFIC COUNT SUMMARY Time: 07:30 AM Volume: 529 Time: 01:00 PM Volume: 395 AM Peak Hour. PM Peak Hour: 04153 3111/04 TWO-WAY TOTAL 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 Hour. Time: 11:45 AM Volume. 402 PM Peak Hour: Time: 0430 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% SB Volume: 774 PHF: 0.90 Volume: 836 PHF: 0.87 2 ave_ Miami Bridge.xls ¢AV!D PLUMMER & ASSOCIATES, INC. 24-HOUR COUNTS Project Name: River Front (East Parcel) Location: SW 7th Street West of Miami Avenue Observer: Traffic Survey Specialists, Inc. BEGIN TIME _ EASTBOUND 1st 1/4 22nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00AM 0 0 0 0 0 01:00AM 0 0 0 0 0 02:OO 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 9 0 0 0 0 06:00 AM 0 0 0 0 0 07:00 AM 0 0 0 0 0 08:OO AM 0 0 0 0 0 09:00 AM 0 0 0 0 0 10:00AM 0 0 0 0 0 11:00AM 0 0 0 0 0 12:00PM 0 0 0 0 0 01:00 PM 0 0 0 0 0 02:00 PM 0 0 0 0 0 03 00 PM 0 0 0 0 0 04:00 PM 0 0 0 0 0 05:00 PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 08:00 PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 10:00 PM 0 0 0 0 0 11:00PM 0 0 0 0 0 24-HOUR TOTAL 0 EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND TOTAL 1st 1/4 2nd 174 3rd 1/4 4th 1/4 12:00 AM 81 69 35 36 221 01:00 AM 19 23 16 17 75 02:00 AM 12 24 13 3 52 03:00 AM 11 7 8 5 31 04:O0 AM 16 10 15 15 56 05:00 AM 12 29 16 27 84 06:00 AM 44 60 84 67 255 07:00 AM 115 133 160 156 564 08:00AM 159 191 214 231 795 09 00 AM 190 173 174 215 752 10:00 AM 201 214 210 226 851 11:00 AM 250 247 222 261 980 12:00 PM 284 310 307 267 1,168 01:00 PM 316 298 267 267 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 DO PM 542 587 470 433 2,032 06:00 PM 388 366 264 307 1,345 07:00 PM 282 241 228 202 953 08:00 PM 194 208 162 132 696 09:00 PM 147 127 128 152 554 10:OOPM 152 119 116 125 512 11:00 PM 101 112 80 63 356 24-HOUR TOTAL 17,246 DAILY TRAFFIC COUNT SUMMARY 04153 3111/04 TWO-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 17.246 AM Peak Hour. Time: 12:00 AM Volume: 0 AM Peak Hour, Time: 11:45 AM Volume: 1,152 PM Peak Hour: Time: 12:00 PM Volume: 0 PM Peak Hour. Time: 05:00 PM Volume: 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 0-factor. 100,0 % W9 Time: 05:00 PM Volume: 2,032 K-factor 11,8% PHF: 0.87 D-factor 100.0% WB sw 7 st_ w of Miami Ave.xls r r r r r r r r 1. 1 1 1 DAVI© PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS River Front (East Parcel) SW Bth Street West of Miami Avenue Traffic Survey Specialists, Inc. BEGIN TIME EASTBOUND lst 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 61 55 30 37 183 01:00 AM 17 17 15 23 72 02:00 AM 16 22 18 12 68 03:00 AM 18 17 12 15 62 04:00 AM 13 15 14 10 52 05:00 AM 28 39 52 89 208 06:00 AM 122 178 263 284 847 07:00 AM 241 236 285 353 1,115 06:00 AM 418 524 522 502 1,966 09:00 AM 461 371 338 339 1,509 10:00 AM 340 263 272 289 1,164 1100AM 295 265 325 331 1,216 12:00 PM 348 284 353 305 1,290 01:00 PM 301 315 338 309 1,263 02:00PM 283 286 284 266 1,119 03:00 PM 249 250 226 266 991 04:00PM 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 232 192 192 159 775 0800PM 182 204 146 157 689 09:00 PM 130 112 127 125 494 10:00 PM 136 124 129 106 495 11:00 PM 84 97 107 60 348 24-HOUR TOTAL 18,979 AM Peak Hour: PM Peak Hour: EASTBOUND Project No.: Count Date: BEGIN TIME WESTBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00AM 0 0 0 0 0 01:00AM 0 0 0 0 0 02:00 AM 0 0 0 0 0 03:00 AM 0 0 0 0 0 04:00 AM 0 0 0 0 0 05:00 AM 0 0 0 0 0 06:00 AM 0 0 0 0 0 07:00 AM 0 0 0 0 0 08:00 AM 0 0 0 0 0 09:00 AM 0 0 0 0 0 10:00AM 0 0 0 0 0 11:00AM 0 0 0 0 0 12:00 PM 0 0 0 0 0 01:00 PM 0 0 0 0 0 02:00 PM 0 0 0 0 0 03:00 PM 0 0 0 0 0 04:00 PM 0 0 0 0 0 05:00 PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 07.00 PM 0 0 0 0 0 08:00 PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 1000PM 0 0 0 0 0 11:OCi PM 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 04153 3/11/04 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: 08:15 AM Volume: 2,009 K-factor. 10.6 % PHF: 0.96 D-factor: 100.0% EB Time: 12:00 PM Volume: 1,290 K-factor: 6.8% PHF: 0.91 D-factor 100.0% EB • sw 8 st w of Miami Ave xls 1 1 1 1 1 1 1 1 1 rip 1 1 1 1 1 1 1 1 1 1 oAVIO PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: 24-HOUR COUNTS River Front (East Parcel) South Miami Avenue South of 1 95 Traffic Survey Specialists, Inc. BEGIN r TIME NORTHBOUND 1st 1/4 2nd 1/4 3rd 1/4 4th 114 TOTAL 12:00 AM 0 0 0 0 0 01:00 AM 0 0 0 0 0 02:00 AM 0 0 0 0 0 03:00 AM 0 0 0 0 0 04:60AM 0 0 0 0 0 05:00 AM 0 0 0 0 0 06:00 AM 0 0 0 0 0 07:00 AM 0 0 0 0 0 00.00 AM 0 0 0 0 0 09:OOAM 0 0 0 0 0 10:00 AM 0 0 0 0 0 11OOAM 0 0 0 0 0 12:00PM 0 0 0 0 0 01:00PM 0 0 0 0 0 02:00 PM ' 0 0 0 0 0 03:00 PM 0 0 0 0 0 04:00 PM 0 0 0 0 0 05.00PM 0 0 0 0 0 06:00 PM 0 0 0 0 0 07:00 PM 0 0 0 0 0 0a:00 PM 0 0 0 0 0 09:00 PM 0 0 0 0 0 10:00PM 0 0 0 0 0 11:00 PM 0 0 0 0 0 J 124-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,O0 AM 12 8 8 6 34 02:00 AM 10 5 4 6 25 03.00 AM a 6 8 23 45 04:00 AM 9 10 11 18 48 05:00 AM 13 la 29 38 98 06.00 AM 40 65 77 80 262 07:00 AM 109 134 141 167 551 08:00AM 209 242 319 281 1,051 09:OOAM 276 239 234 220 969 MOO AM 191 174 201 171 737 11:00 AM 167 177 154 167 665 12:00 PM 196 191 177 180 744 01:00 PM 160 169 166 178 673 02:00 PM 162 169 154 128 613 03:00 PM 145 113 125 144 527 04:00 PM 144 162 136 176 618 06:00 PM 195 194 160 185 734 06:00 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 34 133 11:00 PM 41 25 23 17 106 24-HOUR TOTAL 10,017 DAILY TRAFFIC COUNT SUMMARY 04153 3i11 /04 TWO-WAY TOTAL 79 34 25 45 48 98 262 551 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 Volume: 1,118 PM Peak Hour. Time: 12,00 PM Volume: 0 PM Peak Hour: Time: 12:00 PM Volume: 744 AM Peak Hour: PM Peak Hour. NORTHBOUND AND SOUTHBOUND Time: 08:15 AM Volume: 1,118 K-factor: 11.2% PHF: 0.88 D-factor: 100.0% Ste Time: 12:00 PM Volume: 744 K-factor: 7.4% PHF: 0.95 D-!actor; 100.0% S6 1 1 S Miami Ave_S of I-95 Exit.xls 1 1 11, 00 Ddi Dw 1 1 1 1 DAVIO PLLIMMER & ASSOCIATES. INC. 24-HOUR COUNTS Project Name: River Front (East Parcel) Location: South Miami Avenue on Miami River Bridge Observer: Traffic Survey Specialists, Inc. BEGIN TIME - NORTHBOUND lst 1/4 2nd 1/4 3rd 1/4 4th 1/4 TOTAL 12:00 AM 14 5 11 3 33 01:00AM 4 2 8 4 18 02:00 AM 2 3 0 6 11 03:00 AM 3 0 2 5 10 04:00 AM 2 2 0 1 5 05:06 AM 1 2 6 7 16 06:00 AM 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 10:00 AM 80 72 57 69 278 11:60 AM 76 73 63 75 287 12:00 PM 68 84 85 59 296 01:00 PM 120 88 98 76 382 02:00 PM 81 87 85 91 344 03:00 PM 86 131 98 75 390 04:00 PM 68 91 102 105 366 05:00 PM 144 104 125 100 473 06:00 PM 94 74 66 54 288 07:00 PM 69 54 50 40 213 08:00 PM 26 36 23 26 111 09:0D PM 26 20 18 33 97 10:00 PM 26 21 23 23 93 11:00 PM 23 16 26 11 76 24-HOUR TOTAL 4,783 AM Peak our: PM Peak Hour: NORTHBOUND Project No.: 04153 Count Date: 3/11/2004 f BEGIN TIME SOUTHBOUND 1st 1/4 2nd 1/4 3rd 1/444th 1/4 TOTAL 12:00AM 17 9 21 14 61 01:O0 AM 6 2 4 4 16 02:00 AM 11 5 3 8 27 03:00 AM 5 4 2 12 23 04:00 AM 6 5 5 3 19 05:00 AM 3 10 18 12 43 06:00 AM 15 34 34 39 122 07:00 AM 51 41 59 45 196 08:00 AM 104 97 135 93 429 09:O0 AM 101 90 81 110 382 10:00 AM 71 89 68 93 321 11:00 AM 80 88 88 83 r 339 12:00 PM 103 128 102 68 401 01:00 PM 126 71 101 101 399 02:00 PM 68 84 93 79 324 03:00 PM 84 80 88 94 346 04:00 PM 104 118 108 151 481 05:00 PM 187 180 148 163 678 06:00 PM 160 112 103 112 487 07:00 PM 72 78 74 76 300 08:00 PM 37 73 39 55 204 09:00 PM 41 40 33 33 147 10:00 PM 26 20 21 35 102 11:00 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: 478 AM Peak Hour: PM Peak Hour: `TWO -WAIF TOTAL 94 34 38 33 24 59 227 395 816 687 599 626 697 781 668 736 847 1,151 775 513 315 244 195 148 10,702 AM Peak Hour: Time: 08:00 AM Volume: 429 PM Peak Hour: Time: 05:00 PM Volume: 678 NORTHBOUND AND SOUTHBOUND Time: K-factor: 0-factor: Time: K-factor: 0-factor: 08:00 AM 7.6% 52.6% SB 05:00 PM 10.8% 58.9% SB Volume: 816 PHF: 0.89 Volume: 1,151 PHF: 0.87 S Miami Ave_Miami Bricige.xfs .... w.w w w ........... wwwwwwwwww w w w w w w w w w w w w w w w w w w w M w W W W l • ©AVID PLUJMMER & ASSOCIATES, €NC. Project Name: Location: Observer: T)ME INTERVAL 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM TURNING MOVEMENT COUNTS River Front (East Parcel) South Miami Avenue & South 7 Street Traffic Survey Specialists, Inc. Project Number: Count Date: Day of Week: 04153 3/11 /04 Thursday South Miami Avenue South 7 Street 04:15 PM 04:30 PM 04:45 PM 05:00 PM,, 05:15 PM 05:30 PM 05:45 PM 06:00 PM 90 94 101 96 175 122 143 99 NORTHBOUND T 55 78 68 83 96 76 82 79 R 0 0 0 0 0 0 0 0 TOTA 145 172 169 179 271 198 225 178 L 0 SOUTFISOU T TOTAL. 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 r EASTBOUND 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 1 0 0 0 0 0 0 0 € 0 0 i 0 0 1 0 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK PERIOD 0 0 0 0 0 0 0 0 WESTBOUND T 199 188 233 193 286 294 275 259 R 12 16 12 19 41 24 22 19 TOTAL 211 204 245 212 327 318 297 278 South Miami Avenue South 7 Street GRAND TOTAL 356 376 414 598 516 522 456 TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T TOTAL. L T R TOTAL L T R 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 wwwwwwII. wwwwwwwwwwwwwwwwwwwwIII wwgm, wwwwwww lour www 0 DAVID PLUMMER A ASSOCIATES, Project Location: Observer: INC, Name: TURNING MOVEMENT COUNTS River Front (East Parcel) Project Number: Count Date: Day of Week: Thursday 04153 SW 3 Street and SW 2 Avenue 3/11144 Traffic Survey Specialists, Inc. SW 2 Avenue SW 3 Street TIME INTERVAL NORTHBOUND I SOUTHBOUND EA VOuND - WESTBOUND GRAND TOTAL •, L T R TOTAL 1 L ....- _.__ T R TOTAL L T R TOTAL 04:00 PM 04:15 PM 27 43 2 72 2 65 5 1 72 5 7 ...-....... 32 44 __ 11 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 37 11 6 7 24 212 04:45 PM 05:00 PM 10 46 2 58 1 4 64 0 68 8 5 27 40 12 5 6 23 189 05:00 PM 05:15 PM 21 54 78 0 92 0 92 6 4 33 43 16 14 mm 34 247 0515 PM 0510 PM 14 60 75 3 87 2 92 6 9 27 42 16 20 39 248 05:30 PM 0545 PM 27 52 83 2 69 0 71 2 4 29 35 21 8 33 222 05:45 PM 06.00 PM 20 48 69 5 57 0 62 4 7 26 37 9 9 22 190 PM PEAK HOUR TURNING MOVEMENT COUNT`SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK PERIOD SW 2 Avenue SW 3 Street TIME INTERVAL NORTHBOUND SOUTHBOUND v EASTBOUND WESTBOUND GRAND L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 05:00 PM t 08:00 PM_ 81 197 12 290 10 284 5 299 20 24 111 154 53 17 44 114 E 856 PEAK HOUR FACTOR 0.87 . 0.81 0,88 _ 0.73 0.91 Note: 2002 FDOT Seasonal Weekly Volume Factor = 1.00 2 ave_3 st.xis w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ii • DAVID PLUMMEF d ASSOCIATES, INC. Project Name: Location: Observer: TIME INTERVAL 04:00 PM 04:15 PM 04:15 PM 04:30 PM 04:30 PM 04:45 PM 04:45 PM 05:00 PM TURNING MOVEMENT COUNTS River Front (East Parcel) South Miami Avenue & 1-95 Off Ramp Traffic Survey Specialists, Inc. Project Number: 04153 Count Date: 3111f04 Day of Week: Thursday 05:00 PM 05:15 PMa 05:15 PM 05:30 PM 05:30 PM 05:45 PM 05:45 PM 06:00 PM 0 0 0 0 South Miami Avenue WORT IBOUND 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 SOUTHBOUN 82 0 92 0 82 0 0 0 88 100 121 0 0 0 0 82 92 82 88 0 100 0 0 112 0 0 116 121 112 0 0 0 0 0 0 0 0 116 0 EASTBOIINI) 0 0 0 0 0 0 0 0 56 75 49 86 93 52 80 1-95 Off Ramp 56 75 49 81 86 93 52 80 0 0 0 0 0 0 0 0 WESTBOUND 1t5TA[ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GRAN TOTAL 138 169 214 167 131 186 164 196 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK PERIOD South Miami Avenue 1-95 Off Ramp TIME INTERVAL .. 05:00 PM 06:00 PM PEAK HOUR FACTOR L 0 NORTHBOUND TOTAL 0 N/A L SOUTHBOUND T R 397 0 TOTAL 397 0.82 L EASTBOUND 0 WESTBOUND 286 TOTAL 286 0.77 L T R 0 0 TOTAL N/A GRAND TOTAL 683 0.89 Note: 2002 FDOT Seasonal Weekly Volume Factor = 1.00 S Miami Ave_ 1-95 ramp.xls w w W w� W W! w w w w• w w w w w v w w w w w w w w w w w w w w s s t w w w w • 0AVIi7 PLUMMER & ASSOCIATES, INC. Project Name: Location: Observer: TIME INTERVAL 04;00 PM 04:15 PM 04:15PM 04:30PM 04:30 PM 04:45 PM 04:45 PM 05:00 PM 05:00 PM 05:15 PM 05:15 PM 05:30 PM < 05:30 PM 05:45 PM 05:45 PM 06:00 PM TURNING MOVEMENT COUNTS River Front (East Parcel) South Miami Avenue & SW 3 Street Traffic Survey Specialists, inc. Project Number: Count Date: Day of Week: 04153 3111104 Thursday 0 0 0 0 0 0 0 South Miami Avenue NORTHBOUND T R 0 0 0 0 0 O 0 O 0 0 0 0 0 O 0 J TOTAL t 65 0 81 O 53 n O 60 O 68 0 62 0 62 0 75 SOUTHBOUN[b 73 1 85 4 78 2 105 120 150 99 2 5 119 l 0 139 170 133 166 190 217 162 194 0 0 0 0 0 0 0 0 EASTBOUNC 5 1 SW 3 Street TOTAL 24 3 0 20 ' 20 3 0 11 11 2 0 22 22 O 21 2 0 22 22 0 3 16 16 1 STBOUND 0 1 0 0 1 0 0 0 1 0 0 0 1 0 TOTAL 3 3 2 0 0 3 O 18 18 3 0 1 0 3 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS -PEAK HOUR PEAK PERIOD MI5` TOTAL 166 193 146 188 — 211 South Miami Avenue SW 3 Street 242 179 215 TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND i WESTBOUND GRAND TOTAL L T R TOTAL ' L T R..__.� TOTAL L T R TOTAL L T R TOTAL 05:00 PMM06:00 PM 0 0 0 0 263 415 8 686 0 3 75 77 _ 8 0 0 8 770 PEAK HOUR FACTOR NIA 0.79 1 0.80 0.63 E 0.88 Note: 2002 FDOT Seasonal Weekly Volume Factor = 1.00 S Miami Ave...3 st.xls