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HomeMy WebLinkAboutTab 2 Sufficiency Letter-Traffic Impact Analysis(Appendices A-B)Mar 27 2006 3:12PM 03/27/2006 15:51 FAX Fandrei Consulting, Inc. (3051 921-9940 p.2 002r002 • 410 finis Mardi 27, 2006 Ms. Lilia 1. Medina, AICP Assistant Transportation Coordinatoros er/Transportation City of Miami, Office of the City 444 SW 2"d Avenue Cie Floor) Miami, Florida 33130 Re: Miami River Rapids (WO # 130) Sufficiency Letter Via Fax and US Mai Dear Ms. Medina: project we have nts for the subject Subsequent received revised it our Octoberartt ak ng withra review orrrnal response from ndreii Consulting Inc. (FC1) received a120 6.Photocopy of the response letter from FC1 is attached herewith. on January submittal At this time, we cor�alude that the revised reaffport is founic d to be suffi lenalong with t a subsequent meets ati the traffic requirements and theepa Should you have any questions, please call Quazi Masaod or me at 954.739.1881. Sincere' UR R-. Snmug Se for Traffic Engineer on Southern Attachment Cc: Mr. Kevin Wafkrd, Plarmar Il, City of Miami Planning (Fax - 305.416.1443) Mr. Manny A. Vega, Engineer f, City of Miami baring (Fax - 305.416,2153) Mr. Ham Fandrei, PE, PC/ (Fax: 305.921.9940) UR$ corporation Lakeshore Complex Sipa NW 33rd Avenue. Suite 150 Fart Lauderdale. FL 3330943375 tat 954.739.1581 Fax: 9$4..734.1784 MIAMI RIVER RAPIDS MAJOR USE SPECIAL PERMIT MIAMI, FLORIDA TRAFFIC IMPACT ANALYSES • DECEMBER 2005 (UPDATED) • • • MIAMI RIVER RAPIDS MAJOR USE SPECIAL PERMIT MIAMI, FLORIDA TRAFFIC LVIPACT ANALYSES Prepared for A+ MINI STORAGE 12200 NW 117th Avenue Miami, Florida 33186 (305) 232-7198 Prepared by TRANSPORT ANALYSIS PROFESSIONALS, INC. E.B. No. 3766 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385-0777 December 2005 (Updated) 4540-1 Henry A. Fandrei, P.E., PTOE Florida P.E. #314 7 8 MIAMI RIVER RAPIDS MIANII, FLORIDA TRAFFIC IMPACT ANALYSES TABLE OF CONTENTS INTRODUCTION 1 EXISTING CONDITIONS 4 PLANNED & PROGRAMMED ROADWAY IMPROVEMENTS 7 TRIP GENERATION & DISTRIBUTION 8 BACKGROUND TRAFFIC GROWTH AND OTHER PROPOSED PROJECTS 10 INTERSECTION CAPACITY 12 DRIVEWAY CAPACITY 14 CORRIDOR CAPACITY 15 TRANSPORTATION CONTROL PLAN MEASURES 22 CONCLUSIONS AND RECOMMENDATIONS 23 TABLES Table 1— Planned and Programmed Transportation Improvements 7 Table 2 — PM Peak Hour Trip Generation 8 Table 3 — Projected Intersection Levels of Service & Delay 12 Table 4 -- Driveway Capacity 14 Table 5 — Existing Corridor Capacity for NW 27th Avenue 16 Table 6 — Projected Corridor Capacity for NW 27th Avenue 17 Table 7 -,. Existing Corridor Capacity for NW 17th Street 18 Table 8 — Projected Corridor Capacity for NW 17th Street 19 Table 9 — Existing Corridor Capacity for NW 20th Street 20 Table 10 — Projected Corridor Capacity for NW 20th Street 21 FIGURES Figure 1 — Location Map 2 Figure 2 — Site Plan 3 Figure 3 — Existing Intersection Geometry and Traffic Control 5 Figure 4 — Existing PM Peak Hour Traffic 6 Figure 5 — Project Trip Distribution 9 Figure 6 — 2009 PM Peak Hour without Project 11 Figure 7 — 2009 PM Peak Hour with Project 13 Appendix A Appendix B Appendix C Appendix D Appendix E Appendix F Appendix G Appendix H Appendix I — APPENDICES — Scope of Services — Traffic Counts — Traffic Signal Operating Data — FDOT Seasonal Adjustment Factors — Excerpts from Transportation Improvement Program Report (TIP) — Trip Generation & Distribution FDOT Quality!LOS Handbook — Table 4-7 — Other Proposed Developments Capacity Analyses MIAMI RIVER RAPIDS MIAMI, FLORIDA TRAFFIC IMPACT ANALYSES INTRODUCTION Miami River Rapids is a development containing residential, retail and office uses. It will be located on the Delaware Parkway just to the West of NW 27h Avenue. The general location and approximate study area for this project are shown in Figure 1. The Miami River Rapids Project will contain up to 2,100 residential condominium units, approximately 61,500 sf of specialty retail uses and up to 20,000 sf of office space. The office space is associated with 20 work -live condominium units. A site plan for the development is shown in Figure 2. These analyses were prepared in response to comments on an earlier report received from the City of Miami and its consultant. • • I:r�2 TRANSPORTAHALY55 PROPESSlOM1ALs Miami River Rapids Traffic impact Analyses 2 Figure 1 Location Map N,T.S. PROJECT SUMMARY TOTAL NUMBER OF UNITS= 2.698 TOTAL NUMBER OF 1 BEDROOM UNITS= 1,109 TOTAL NUMBER OF 2 SEOAOOM UNITS. 8112 TOTAL NUMBER OF TOWN HOUSES= 40 TOTAL NUMBER OF WORKUVES• 20 TOTAL OF AETA:L AREA. S1,d38 SG. TOTAL NUMBER OF PARKING SPACES AEOUFREOs 3.339 TOTAL NUMBER OF PARKING SPACES PROVIDED= 3,772 NW 17 ST TRANSPORT ANALYSIS PAOFESSLONA_S Miami River Rapids Traffic Impact Analyses Figure 2 Site Plan 3 EXISTING CONDITIONS • • • The number of lanes and lane use on the roadways surrounding the site and traffic control at the intersections studied are shown in Figure 3. Turning movement count data were collected between 4:00 and 6:00 PM at the NW 27th Avenue and 17th Street intersection in October 2005 on a typical weekday and the NW 27th Avenue and 20th Street/N. River Drive intersection was counted in early November 2005, also on a weekday. These traffic volumes were increased to convert measured traffic to peak season traffic using standard Florida Department of Transportation (FDOT) adjustment factors. Existing (2005) traffic volumes are shown in Figure 4. Traffic counts are found in Appendix A to this report, signal operating data is found in Appendix B and FDOT seasonal adjustment factors are in Appendix C. Existing peak season traffic on NW 27th Avenue at 17th Street and at 20th Street was evaluated using Highway Capacity software consistent with the latest edition of the Highway Capacity Manual. NW 27th Avenue and 17th Street operates at Level of Service (LOS) "C" and NW 27th Avenue and 20th Street/N. River Drive operates at LOS "E". Existing and projected intersection LOS is described in more detail under Intersection Capacity later in this report. Corridor capacity and level of service on NW 27th Avenue, on NW 17th Street and on NW 20th Street are described later in this report under Corridor Capacity. NW 17th St TRAFFIC SIGNAL TRAFFIC SIGNAL NW 20th St jr410 lip TRANSPORT ANALYSdS PROFE$816NAL$ Miami River Rapids Figure 3 Traffic Impact Analyses Intersection Geometry and Traffic Control 5 30 -a/ 606 --� 553 \, NW 17th St 364 291 caco CD C) CO (NI v CO d- r NCD N r NW 20th St �-- 158 781 �433 NW 27th Av jj' 7RAN5 OAT ANALYSIS PKVESSIONALS Miami River Rapids Figure 4 Traffic Impact Analyses Existing PM Peak Hour Traffic 6 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS • • The Transportation improvement Program (TIP) for 2005, prepared by the Metropolitan Planning Organization, was researched to determine what near -term transportation projects are planned and programmed for construction within the general vicinity of the Miami River Rapids project. Transportation improvements in the general area of NW 27th Avenue and 17th Street are as follows: Table 1 Planned and Programmed Roadway Improvements • SR 112/SR 836 Connector • I,nterconnector Ramps from MLA to SR112; from NW 21st Street to SR112/NW 27th Avenue La SR 112/NW 36th Street Interchange; from S. River Drive to NW 37th Avenue • SR 112 Westbound Off -Ramp to Okeechobee Road These projects plus the just completed Okeechobee Road and LeJeune interchange will serve to draw traffic from NW 27th Avenue in the arena of this project and also provide better project access from/to the West. TRIP GENERATION AND DISTRIBUTION • • • As stated earlier, the Miami River Rapids Project will have up to 2,100 residential condominium units, approximately 50,000 sf of retail and up to 26,000 sf of office. The retail uses will be specialty retail which are oriented toward serving the residential portion of the development. The office space is associated with 20 work -live condominium units. In these units a small studio/office is connected to the residential unit. There is frequent bus service on NW 27th Avenue and on NW 20th Street, close to the project along with bus routes on several other streets within a few blocks of the project. For this reason, it is assumed that transit use will result in a 10% reduction in vehicle trips to and from this project. Internal Capture, i.e. trips between the retail, office and residential uses on -site was calculated to be 28% using the procedures found in the ITE Trip Generation Manual. Details of these calculations can be found in Appendix F. Trip Generation for the Miami River Rapids project is summarized in Table 2 Table 2 PM Peak Hour Trip Generation ITE Land Enter Exit Total Land Use Size units Use Code Trips Trips Trips Condominium/T.1f 2,100 d.u. 230 489 241 730 Specialty Retail 61,500 sf 814 74 95 169 Office (work -live) 20,000 sf 710 17 84 101 Gross Total Vehicle Trips 580 420 1000 Internal Capture (@ 27%) (133) (133) (266) External Trips -All Transit Trips @ 10% External Trips -Auto 447 287 734 (45) (29) (74) 402 258 660 Net vehicle traffic to and from the Miami River Rapids Project was assigned to the local roadway network using the Cardinal Distribution of Trips developed by the Metropolitan Planning Organization. Percentage distribution of project trips per the Cardinal Distribution can be found in Appendix E. The distribution of project vehicle trips during the PM peak hour is shown graphically in Figure 5 and is described in Appendix B, Table B-1. It should be noted that the Miami River Rapids Project can be readily accessed from/to NW 27th Avenue through existing ramps on NW 27th avenue at NW South River Drive. This allows a significant portion of proj ect traffic to avoid turns at the NW 17th Street signal. 8 TRANSSOI T ANALYSIS PRDSESSIONA,S Miami River Rapids Traffic Impact Analyses Figure 5 Project Trip Distribution 9 • • BACKGROUND TRAFFIC GROWTH AND OTHER PROPOSED PROJECTS Construction of the Miami River Rapids Project is scheduled for completion during the year 2009. As stated earlier in this report, new transportation projects between Miami International Airport and this project should result in a reduction in through traffic on NW 27t1i Avenue. However, for purposes of this preliminary report, background traffic on NW 27th avenue was conservatively assumed to increase at 1% per year. The traffic projections associated with three proposed projects; Brisas del Rio, Coastal on the River and Hurricane Cove were checked to determine what impact, if any, these projects had on the intersections and roads studied. Hurricane Cove is the only project to add traffic to this study area. Accordingly, Hurricane Cove traffic was added to the future background traffic for these analyses. A detailed table showing calculations of background traffic growth, traffic from Hurricane Cove and assignment of project traffic to the study area can be found in Appendix B, Table B- 1 Future (2009) background traffic is shown graphically in Figure 6. 10 31 637 575 NW 17th St 379 303 y TRANSPORT ANALYSIS PROFESSIONALS NW 20th St 168 816 454 .17 NW 27th Av Miami River Rapids Fig u re 6 Traffic Impact Analyses 2009 PM Peak Hour without Project 11 INTERSECTION CAPACITY • • • Total projected traffic volumes for 2009 are shown in Figure 7. The 2009 peak hour traffic volumes consist of estimated background traffic and external vehicle trips from the Miami River Rapids Project. Calculation of these projected volumes can be found in Table A-1, Appendix A. Intersection capacity analyses were performed for the NW 27th Avenue intersections at 17th Street and at NW 20th Street to analyze levels of service associated with the projected 2009 PM peak hour; both with and without this project. The analyses show that both of these intersections operate and will continue to operate at levels of service, which meet City of Miami requirements. It should be noted that some movements at these intersections are very congested, however this can be mitigated somewhat by modifications to the signal timing. The results of these analyses are found in Table 3. Table 3 PROJECTED INTERSECTION LEVELS OF SERVICE & DELAY LOS (delay in sec/veh) for PM Peak Period 2005 2009 2009 2009 w/Proj. Peak w/o with & Adj Location Season Project Project Timing NW 27th Ave & 17th St B (14.5) B (15.4) C (21.2) B (18.4) NW 27th Ave & 20th St D (50.0) D (54.8) E (58.7) E (55.9) 12 NW 17th St 409 / 393 — N NW 20th St _._ 168 816 477 TRANSPORT ANALYSIS PROFESS€OVALS Miami River Rapids Figure 7 Traffic Impact Analyses 2009 PM Peak Hour with Project 3 • • • DRIVEWAY CAPACITY Operating conditions at the project driveways were analyzed to determine if there will be any capacity or queuing problems at these locations. The results are shown below in Table 4. The table shows all drives will operate at Level of Service C or higher and that queuing will not be a problem. Table 4 DRIVEWAY CAPACITY LOS AND 95th Percentile Queue) Driveway"` A B C D E F * See Figure 5 Maximum LOS Oueue C 0.68 C 0.98 C 0.88 A 0.14 A 0.17 B 2.10 14 CORRIDOR CAPACITY • • • Corridor capacities on NW 27th Avenue, on NW 17th Street and on NW 20th Street in the general vicinity of this project were analyzed using the City of Miami's person trip methodology which is contained in Miami's Comprehensive Neighborhood Plan as updated. Future conditions are for the year 2009 and include background traffic growth and traffic from other proposed projects along with associated person trip growth and the impact in person trips of this project. Existing and projected corridor capacity and Levels of Service for these 3 roadways are described in Tables 5, 6, 7, 8, 9 and 10. In reviewing Tables 6, 8 and 10, it can be seen that all 3 corridors will operate at Level of Service D or better in the year 2009. This exceeds (is better than) the minimum standard established by the City of Miami. 15 • • Corridor Segment Dir NW 27th Avenue SR836 to NW 36th Street NB SR836 to NW 36th Street SB Table 4 Existing Corridor Capacity for NW 27th Avenue (PM Peak Hour Period in 2004) Roadway Conditions (vehicles & person trips) vi 1 -- 2 3 4 7 5 6 7 o Person 2004 Roadway Person Excess Roadway 7g p^ Lanes Max Ser Capacity Trip PM Pk lir Vehicle Trips R'dway Person dN Volume in vph Capacity Period Trips Auto Pers Trip Trip 5 -° (E+20) LOS E (�a t.6 ppv) (vph) VIC LOS (@1.4 ppv) Capacity WC LOS 6" (Al [B l E+20 LS 3 3,250 2,710 4,336 1,540 0.57 C 2,156 2,180 0.50 C E+20 LS 3 3,250 2,710 4,336 2,190 0.81 D 3,066 1,270 0.71 C A FDO1' Quality/Level of Service Handbook, Table 4-7, Appendix H 13 See Worksheet in Appendix A # Corresponds to note numbers in City of Miami Report Transportalion Corridors, 1989, pages 16 & 17 LOS 1 vph V/C A ** ** 13 340 0.13 C 2110 0.78 D 2570 0.95 E 2710 1.00 E+20 3250 1.20 • • Corridor Segment Dir NW 27th Avenue SR836 to NW 36th Street NB SR836 to NW 36th Street SB Table 5 Projected Corridor Capacity for NW 27th Avenue (PM Peak Hour Period in 2009) Roadway Co rditions (vehicles & person trips) co f -- -- 2 3 __ -- -- 4 7 5 6 7 a Person 2004 B'gnd 2009 Project Total Roadway Person Excess Roadway Lanes Max Ser Cap'y Trip PM Pk lir Traffic 13'gnd Vehicle 2009 PM Vehicle Trips R'dway Person r Volume in vph Capacity Period Growth PM Pk fir Other Traffic Pk Traf Trips Auto Pers Trip Trip P k ci (E+20) (LOS E) [A] (@1.6 ppv) (vph) 1B l Period Devel. V/C LOS 141.4 ppv) Capacity WC LOS E+20 LS 3 3,250 2,710 4,336 1,540 1.05 1,617 10 165 1,792 0.66 C 2,509 1,827 0.58 C E+20 LS 3 3,250 2,710 4,336 2,190 1.05 2,300 4 145 2,449 0.90 D 3,429 907 0.79 D [Al FDOT Quality/Level of Service Handbook, Table 4-7, Appendix 1-1 [13] See Worksheet in Appendix A # Corresponds to note numbers in City of Miami Report Transportation Corridors, 1989, pages 16 & 17 LOS vph V/C A *• ** B 340 0.13 C 2110 0.78 D 2570 0.95 E 2710 1.00 El 20 3250 1.20 • • • Corridor Segment Dir NW 17th Street NW 27tn Ave to NW 37th Ave E13 NW 27tn Ave to NW 37th Ave WB Table 6 Existing Corridor Capacity for NW 17th Street (PM Peak Hour Period in 2005) Roadway Conditions (vehicles & person trips) rn 1 __ 2 3 4 7 5 6 7 o Person 2005 Roadway Person Excess Roadway v to . Lanes Max Ser Capacity Trip PM Pk fir Vehicle Trips R'dway Person ['' Volume in vph Capacity Period Trips Auto Pers Trip Trip 0 LOS E LOS E (@..1.6 ppv) (vph) V/C LOS (C ' •4 ppv) Capacity V/C LOS U [A] [B 1 E LS 1 810 810 .1,296 222 0.27 C 311 985 0.24 C E LS 1 810 810 1,296 335 0.41 C 469 827 0.36 C A FDOT Quality/Level of Service Ilandbook, Table 4-7, Appendix II #1 Corresponds to note numbers in City of Miami Report Transportation Corridors , 1989, pages 16 & 17 LOS vplt V/C A ** ** 13 ** ** C 480 0.59 D 760 0.94 E 810 1.00 • • • Corridor Segment Dir NW I7th Street NW 27hi Ave to NW 37th Ave EB NW 27tn Ave to NW 37th Ave WB Table 7 Projected Corridor Capacity for NW 17th Street (PM Peak Hour Period in 2009) Roadway Conditions (vehicles & person trips 1 -- -- 2 3 -- -- -- 4 7 5 6 7 o Person 2005 13'gnd 2009 Project Total Roadway Person Excess Roadway 13 D. A. lanes Max Ser Cap'y Trip PM Pk Hr Traffic B'gnd Vehicle 2009 PM Vehicle Trips R'dway Person dF-' Volume in vph Capacity Period Growth PM Pk Hr Other Traffic Pk Traf Trips Auto Pers Trip Trip E ° t, LS I. LOSE 810 LOSE [A] 810 (a t.6 1,296 (vph) [B ] 222 1.04 Period 231 Devel. 0 48 279 V/C 0.34 LOS C (@i.a v) 391 Capacity 905 V/C 0.30 LOS C E LS 1 810 810 1,296 335 1.04 348 0 31 379 0.47 C 531 765 0.4I C [Al HOOT Quality/Level of Service Handbook, Table 4-7, Appendix H 4 Corresponds to note numbers in City of Miami Report Transportation Corridors , 1989, pages 16 & 17 LOS vph V/C A ** ** B ** ** C 480 0.59 D 760 0.94 E 810 1,00 • • • Corridor Segment Dir NW 20th Street NW 22nd Ave to NW 27th Ave E13 NW 22nd Ave to NW 27th Ave W13 Table 6 Existing Corridor Capacity for NW 20th Street (PM Peak Hour Period in 2005) Roadway Conditions (vehicles & person trips) ua -- -- 2 3 4 7 5 6 7 o Person 2005 Roadway Person Excess Roadway R. a Lanes M.ax Ser Capacity Trip PM Pk Hr Vehicle Trips R'dway Person F— Volume in vph Capacity Period Trips Auto Pers Trip Trip °'' W 7,-.' (E) (E) LOS E (@1.6 ppv) (vph) V/C LOS (@1.4 ppv) Capacity V/C LOS [A1 [13 l E+20 LS 2 2,060 1,720 2,752 955 0.56 C 1,337 1,415 0.49 C E+20 LS 2 2,060 1,720 2,752 1,184 0.69 1) 1,658 1,094 0.60 C A FDOT Quality/Level of Service Handbook, Table 4-7, Appendix 11 # Corresponds to note numbers in City of Miami Report Transportation Corridors, 1989, pages 16 & 17 1,OS vph V/C I A ** ** B ** ** C 1.120 0.65 D 1.620 0.94 E 1720 1.00 F+20 2060 1.20 • • • Corridor Segment Dir NW 20th Street NW 22nd Ave to NW 27th Ave E13 NW 22nd Ave to NW 271h Ave W13 Table 7 Projected Corridor Capacity for NW 20th Street (PM Peak Hour Period in 2009) Roadway Conditions (vehicles & person trips) 1 __ 2 3 __ __ -- 4 7 5 6 7 O Person 2005 13'gnd 2009 Project Total Roadway Person Excess Roadway Lanes Max Ser Cap)/ Trip PM Pk Hr 'Traffic B`gnd Vehicle 2009 PM Vehicle Trips R`dway Person 0 F. Volume in vph Capacity Period Growth PM Pk Hr Other Traffic Pk Traf Trips Auto Pers Trip Trip 6a (E+20) (LOS E) tAl (@16 ppv) (vph) LE l Period Devel. VIC LOS (41 4 ppv) Capacity V/C LOS E+20 L,S 2 2,060 1,720 2,752 955 1.04 993 27 15 1,035 0.60 C 1,449 1,303 0.53 C E+20 LS 2 2,060 1,720 2,752 1,184 1.04 1,231 12 32 1,275 0.74 D 1,785 967 0.65 C [A] FDOT Quality/Level of Service Handbook, Table 4-7, Appendix 11 4 Corresponds to note numbers in City of Miami Report Transportation Corridors, 1989, pages 16 & 17 LOS vph VIC A *4 44 13 ** ** C 1120 0.65 D 1620 0.94 E 1720 1.00 E+20 2060 1.20 • • • TRANSPORTATION CONTROL PLAN MEASURES The City of Miami requires that developments needing a MUSP explain how the proposed development plans to reduce the site's traffic impact on adjacent and nearby intersections and streets. Metrobus has routes that serve NW 27th Avenue. This service will reduce the volume of primary auto trips to and from this project. There are other traffic reduction measures, which may reduce primary trip making as well. Suggested measures include, but are not limited to, the following: Encourage car-pooling and vanpooling Post mass transit schedules, maps and related information in the public areas of the new facility Provide bicycle storage racks near the retail uses 22 • • CONCLUSIONS AND RECOMMENDATIONS The proposed development falls within the traffic concuxrency exception area established by the South Florida Regional Planning Council and the Florida Department of Community Affairs. The roadways and intersections studied for these analyses will operate at acceptable Levels of Service after the Miami River Rapids project has been fully constructed and occupied. It is Iikely that the external traffic impacts described in this report are greater than the impacts, which are likely to occur. This is because the new SR836ISR112 Connector and other projects in the area are likely to cause in a reduction in traffic on this proportion of NW 27th Avenue. Therefore, delays at the intersections on NW 27th Avenue at 17th and 20th Streets are likely to be lower than the delays described in this report. • APPENDICES • • • APPENDIX A SCOPE OF SERVICES • • Henry Fandrei From: Henry Fandrei [hfandrei@fcitraffic.com] Sent: Saturday, December 03, 2005 1:16 PM To: Quazi Masocd (quazi_masood@urscorp.ccm) Cc: Raj Shanmugam (Business Fax) Subject: Miami River Rapids MUSP Dear Mr. Masood: This e-mail is written in response to Mr. Shanmugam's memo to Lilia Medina on October 13th, 2005 and contains my recommendations re. preparation of the MUSP traffic analyses for this project. The project will be located on the the Delaware Parkway just north of NW 17th Street and approximately one block West of NW 27th Avenue It will have up to 2,100 residential condominium units, including 20 Work -Live units and approximately 61,500 sf of specialty retail. Access will be via driveways on Delaware Parkway and on NW S. River Drive. I propose the following scope of services for the traffic study: The study area for this project will be defined by NW 23rd Street and the Miami River to the North, SR 836 to the • South, NW 22nd Avenue to the East and NW 37th Avenue to the West. Data Collection/TMC's Turning movements at the following intersections will be counted: NW 27th Avenue and 17th Street NW 27th Avenue and 20th Street/N. River Drive Corridor Analysis will be performed for NW 27th Avenue (north/south), NW 17th Street (east -west) and NW 20th Street (east -west) A review of the City of Miami's project list followed by discussion with City of Miami staff indicated that there were 3 active or approved MUSP projects within the general proximity to this project. These projects are Brisas del Rio. Coastal on the River and Hurricane Cove. I obtained the traffic projections for all 3 projects; however only Hurricane Cove added traffic to the corridors and/or intersections studied We will use a 1 %/yr. growth rate for background traffic. However, significant roadway improvements near the airport should result in an actual reduction in future background traffic. *Peak season traffic will be used in the analysis of existing and future (with project) conditions. Capacity Analyses Intersection analysis will be performed per the procedures in the HCM. The analyses will be performed on the 12/3/2005 two study intersections and all 6 project driveways, Existing traffic signal timing and phasing will be used for analysis of signalized intersections. The City's Corridor Analysis procedure will be used for the two study corridors. Trip Generation and Distribution Trip generation for the facility will be performed using the equations found in The ITE Report: Trip Generation, 7th Edition. The Cardinal Distribution from the County's MUATS model will be used for site traffic distribution, Miscellaneous The updated report will include a summary of proposed land uses with the site plan per your request. The project architect, Behar, Font & Partners, has indicate that they will provide plans showing maneuvering for delivery trucks on site. Please e-mail or call me with any additional comments or questions regarding this scope of services, Thank you for your assistance. Hank Fandrei Henry A. Fandrei, P.E., PTOE Principal Fandrei Consulting, Inc. 12651 S. Dixie Hwy,, Suite 333 Pinecrest, Florida 33156 Phone: (305) 921-9855 Fax: (305) 921-9940 E-Mail: hfancreiafcitraffic _com 410 12/3/2005 uas ate: October 13, 2005 To: Liiia Medina, MCP From: Raj Shanmugam, P.E. Subject: Miami River Rapids (WO # 1 preliminary Comments • • Memorandum The following issues need to be addressed and the additional information requested need to be presented to complete our review of the traffic study: 1. The attached site plan does not include a summary sheet showing the total retail and total office land use information, which must be provided; • 2. The attached site plan does not include maneuvering (turning radius) of the delivery trucks, which must be provided; 3. The report must include the capacity analysis of an additional intersection at NW South River Drive/NW 20th Street for both existing and future conditions; 4. The report must include the schematic of lane geometry of the additional intersection listed under comment # 3 above; 5, The report must include the capacity analysis of at -least one east -west corridor (either NW 17th Street or NW 20th Street) located close to the proposed project site: 6, The report does not specify the access point to the proposed project site, which must be addressed. The report must also include analysis of all the project driveways; 7. The report does not include the traffic impact related to any committed development within the study boundary, which must be addressed; 8. The existing turning volumes at NW 17th Street/NW 27F" Avenue intersection is shown incorrectly in the HCS analysis (Appendix G), which must be revised; Please note that the applicant has proposed to Modify the signal timing/phasing at NW 27th Avenue/NW 17th Street intersection. The applicant needs to coordinate with the Miami Dade County Traffic Control and Signs Division to secure appropriate approval as this project goes through the review process. Cc: Mr. Kevin Watford, Planner !1, Cfty of Miami Mr. Henry Pandrei, PE, Fandrei Consulting, Inc. UPS Corporation l.akesncre Complex 5100 NW 33rd Avenue. Su to 150 For Laudardaie. FL. 33309.6275 Tel: 954.739.1881 Fax: 954.739.17 59 • APPENDIX B TRAFFIC COUNTS • • • • • Intersection NW 27th Avenue & 17th Street NW 27th Avenue & 20th Street/ N. River Drive Table B-1 PM TURNING MOVEMENT COUNT DATA Mvmt NBL 218 NBT 1,917 SBT 1,970 SBR 376 EBL 350 EBR 280 NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 250 1,586 345 115 1,559 19 29 588 537 420 758 153 Adj. To 2005 Pk B'grnd 2009 2005 Peak Season Growth B'grnd Count Season Traffic to 2009 Only 1.04 1.04 1.04 1.04 1.04 1.04 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 227 1,994 2,049 391 364 291 258 1,634 355 118 1,606 20 30 606 553 433 781 158 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 236 2,074 2,131 407 379 303 268 1,699 369 123 1,670 21 31 630 575 450 812 164 2009 2009 Hurricane w/o Project with Coves Proiect Traffic Project 0 236 50 286 10 2,084 115 2,199 4 2,135 15 2,150 0 407 50 457 0 379 30 409 0 303 90 393 0 268 15 283 0 1,699 56 1,755 10 379 15 394 10 133 0 133 0 1,670 86 1,756 0 21 0 21 0 31 0 31 7 637 0 637 0 575 24 599 4 454 23 477 4 816 0 816 4 168 0 168 * The Brisas de! Rio and the Coastal on the River projects were also examined, however theses projects had no impact on the project intersections Appendix B TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 Phone: (305)385-0777 Fax: (305)385-9997 File Name : 4540NW27 a l7PM Site Code : 45403077 Start Date : 10/20/2005 Page No : 2 NW 27th Avenue Southbound Shoppoing Plaza Westbound NW 27th Avenue i NW 17th Street Northbound Eastbound Start Time Left Thru I RTO R Peak Hour From 16:00 to 17:45 - Peak of 1 lntersectio 17:00 • Right • Total Left I Thru Right Pea Volume 1 199 21 355 2346 Percent 0.0 83.9 0,9 15.1 Volume 1 196 21 355 2346 Volume 0 493 7 88 588 Peak Factor High Int. 17:00 Volume 0 532 2 118 652 Peak 0.900 Factor App, Total Left 0 0 25 0 251 218 Thru 191 Right Pada APP. Total i 6 0 2135 0.0 0.0 10 0.0 10.2 89,5 0.3 0.0 0 0 25 0 253 218 191 6 0 2135 0 0 5 0 5 1 58 503 2 0 563 7:45 0 0 11 0 11 0.568 ef: Thru I RTO t Ri ht R - App. ( Int, Total 1 Total 350 2 93 185 630 5136 55.6 0.3 14,8 29.4 350 2 93 185 630 5136 95 0 39 49 183 17:45 17:15 55 528 1 0 584 0.914 95 0 39 49 183 CO N NW 27th Aven Out to 22861 1 23461 I 1 i 3761 1968j 11 Right Thru Left a North 1 46321 10/20/2005 5:00:00 PM 10/20/2005 5:45:00 PM At Vehicles Left Thru Rignt Peas 1 2181 19111 6l 01 i i I 22471 1 4382J Out In Total NW 27th Atie r 0.861 1339 0.959 • • • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 Phone: (305)385-0777 Fax: (305)385-9997 File Name : 4540NW27@i7PM Site Code : 45403077 Stan Date : 10/20/2 0 05 Page No : 3 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 Phone: (305)385-0777 Fax: (305)385-9997 File Name : 4540NW27@ l7FM Site Code : 45403077 Stan Date : 10/20/2005 Page No : 3 • Counter: 3077 / 3076 Counted By: PCC / DAB eather: Clear ter: Westbound Stop Controlled NW 27th Avenue Southbound Start Time Left Thru Factor 1_ i.o 1.0 16:00 0 559 16:15 0 445 16:30 0 439 16:45 0 497 Total 0 194 0 RTO R 1.0 Right 1.0 I TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 Phone: (305)385-0777 Fax: (305)385-9997 App. Total 5 88 652 6 108 559 7 86 532 12 91 600 30 373 2343 17:00 0 532 2 118 652 17:15 0 493 7 88 588 17:30 0 476 10 79 565 17:45 1 468 2 70 541 Total 1 196 21 355 2346 Try $l 1 39� 51 728 4689 Apprch % 0.0 83.4 1.1 15.5 Total % 0.0 38.1 0.5 7.1 45.7 • • t0 Groups Printed- All Vehicles Shoppoing Plaza NW 27th Avenue Westbound Northbound Thru 1.0 Right 1.0 Pods I Apa1 Left Tot 0 0 0 1 0 1 0 0 4 0 4 1 0 6 0 7 0 0 5 0 5 10 Thru 1,0 Right 1.0 Peels ; Total • 5 Left 1.0 [ 1.0 24 459 0 0 483 62 564 0 0 626 65 511 1 0 577 33 439 3 0 475 0 16 0 17 I84 0 0 3 0 3 0 0 5 0 5 0 0 6 0 6 0 0 11 0 11 0 0 25 0 25 197 3 File Name : 4540NW27 c@1 17PM Site Code : 45403077 Start Date : 10/20/2005 Page No : 1 NW 17th Street Eastbound Thru 1.0 _ RTO R Right 1.0. I.0( App- lnt Total Total 111 3 29 36 179 71 0 20 43 134 98 0 30 41 169 79 1 15 36 131 4 0 2161 359 4 94 156 613 45 426 1 0 472 58 503 2 0 563 60 454 2 0 516 55 528 1 0 584 218 191 1 66 0 18 40 124 95 0 39 49 183 102 1 22 58 183 87 1 14 38 140 6 0 2135 350 2 93 185 630 1 0 41 0 42 402 3884 10 0 4296 2.4 0.0 97.6 0.0 ; 9,4 90.4 0.2 0.0 0.0 0.0 0.4 0.0 0.4 , 3.9 37.8 0.1 0.0 41.8 709 6 187 341 1243 57.0 0.5 15.0 27,4 6.9 0.1 1.8 3.3 12.1 NW27th Avenue Out In Told f 48891 1 9323 7791 39091 11 Ri Ight Thru Left 46341 � f North �h� 0/20/2005 4:00,00 PM 110/2012005 5:45:00 PM j Ali Vehicles 4-, 11 Left Thru Right Pads E 4021 38841 10 j 0f E 1 4438E f 42951 I 87341 Out In Total NW 27th Avenue 1315 1323 1285 1211 5134 1251 1339 1270 1276 5136 1027 0 • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 Phone: (305)385-0777 Fax: (305)385-9997 File Narne : 4540nw27@,20prn Site Code : 45403077 Start Date : 11/07/2005 Page No : 2 NW 27th Avenue Southbound NW 20th Street Westbound NW 27th Avenue NW North River Drive Northbound Eastbound Stan Time Left ? Thru Peak Hour From 16:00 to 17:45 » Peak 1 of 1 Intersection 16:45 Volume 115 155 9 Percent 6.8 92.1 Volume 115 155 9 Volume 21 517 Peak Factor High lnt. 17:15 Volume 21 Peak Factor • • RTOR Right App. ptai Left 2 17 1693 0.1 1.0 2 17 1693 0 4 542 517 0 4 542 0.781 420 31.6 420 125 Thru RTOR 758 4 56.9 0.3 758 4 170 2 R ght App. Total 149 1331 11.2 149 1331 26 Left Thro ROTR i Right I` t 250 11.5 250 323 [ 67 6:45 17:15 111 208 0 39 358 67 0.929 158 6 72.7 158 6 482 App, Total 105 240 2181 4.8 11.0 105 240 2181 18 87 654 Left Thru RTOR night I App. Total 29 588 68 469 1154 2.5 51.0 5.9 40.6 29 588 68 469 8 119 25 123 275 16:45 482 18 87 654 8 161 21 127 317 0.834 0.910 o NjN aLT LJ ro- fl Z N N z olp its i r_ NW 27th Avenue Out In Total 1768I 11693I i 34611 f ( l [ 19 1559( 1151 Ritiht Thru Left North 11/7f2005 4:45:00 PM 11r7/2005 5:30:00 PM All Vehicles aft Thru Ri•ht 345 2t61' J 45971 Out In Total NW 27th Avenue 25161 4.3 Total 6359 11541 6359 1794 0,886 Counter: 3077 / 3076 Counted By: PCC / DAB Weather: Clear Other: Bridge Open 4:34/4:49 & 5;08/5;16 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 Phone: (305)385-0777 Fax: (305)385-9997 Groups Printed- All Vehicles File Name : 4540nw27@20pm Site Code : 45403077 Start Date : 11107/2005 Page No ; l IIP ( NW 27#h Avenue Southbound MW 20th Street Westbound NW 27th Avenue Northbound NW North River Drive Eastbound Stan Time € Left I Thru RTOR Right App. Total Left [ Thru l RTOR Right App. 7 Total Left 1 Thrn I ROTR [ � Righ1 API. Tora1 Left Thru RTOR Right AtP_ Total I Total Factor 1 1.0 € I O 1.0 l.0 1.0,f 1.0 j 1.0 _ ;.0 Lo- i 1.01 1.0 1 lA _ 1.6 1.0 1.0 1,0 16:00 34 323 0 4 361 72 162 11 36 281 128 377 13 47 565 6 139 17 96 258 1465 16:15 32 316 2 3 353 91 147 4 42 284 48 409 10 71 538 11 133 31 83 258 1433 16:30 24 307 0 6 337 57 133 4 29 223 57 296 15 67 435 6 123 23 84 236 1231 16:45 38 382 0 4 424 111 208 0 39 358 79 454 38 45 616 8 161 21 127 317 1715 Total 128 132 2 17 1475 331 650 I9 146 1146 312 i5b 76 230 2I54 31 556 92 390 1069 5844 17:00 17:15 17:30 17:45 30 21 26 36 Total 113 Grand Total 241 Apprch % 7.6 Total % 2.0 • • 214 517 446 385 156 2 289 0 91.1 23.9 2 5 0 4 0 4 0 6 251 542 476 427 61 180 2 52 295 125 170 2 26 323 123 200 0 32 355 129 189 3 29 350 2 19 1696 438 739 7 139 1323 4 36 3171 1 769 0.1 1.1 0.0 0.3 26.2 138 9 31.1 56.3 1.1 11.5 6.4 11.5 0.2 2.4 20.4 26 285 2469 38 67 66 68 239 218 482 432 432 156 4 551 310 0 12.9 72.4 4.6 25.6 14 18 35 16 43 87 65 48 83 243 159 473 3.7 11.0 1.3 3.9 313 654 598 564 2129 4283 3 5.4 12 156 9 83 260 8 119 25 123 275 1 152 13 136 302 3 121 18 115 257 24 548 65 457 1094 55 11Q 157 847 2163 2.5 51.0 7.3 39.2 0.5 9.1 1.3 7.0 17.9 NW 27th Avenue Out In Total 1 3171j 401 28901 24J Right Thru Lett 34661 6637j L. North 11/7/2005 4:00:00 PM 11/7/2005 5:45:00 PM All Vehicles .u. j Left Thru Right 1 5511 3100i 6321 � I 46631 1 42631 189461 Out In Total NW 27tn Avenue 737 of 2 m r 1119 1794 1731 1598 6242 12086 TRANSPORT ANALYSIS PROFESSIONALS, Inc 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 Phone: (305)385-0777 Fax: (305)385-9997 File Name : 4540nw27@20pm Site Code : 45403077 Start Date : 11/07/2005 Page No : 3 • • • • Northbound Time Day 1 Dav 2 Dav 3 3:00 PM 1,480 1,547 1,520 4,547 4:00 PM 1,549 1,415 1,426 4,390 1,490 5:00 PM 1,601 1,529 1,525 4,655 1,508 1540 6:00 PM 1,549 1,379 1,392 4,320 1,496 7:00 PM 1,165 1,383 1,297 3,845 1,361 Sum Pk Hour Adj, to Period Peak Season Southbound Pk Hour Time Dav 1 Dav 2 Dav 3 Sum Period 3:00 PM 1,923 1,898 1,936 5,757 4:00 PM 2,301 2,062 2,135 6,498 2,043 5:00 PM 2,094 2,284 2,022 6,400 2,150 2190 6:00 PM 1,689 1,687 1,705 5,081 1,914 7:00 PM 1,123 1,265 1,156 3,544 1,438 NB & SB Pk Hour Time Day 1 Day 2 Day 3 Sum Period 3:00 PM 3,403 3,445 3,456 10,304 4:00 PM 3,850 3,477 3,561 10,888 3,532 5:00 PM 3,695 3,813 3,547 11,055 3,657 3730 6:00 PM 3,238 3,066 3,097 9,401 3,409 7:00 PM 2,288 2,648 2,453 7,389 2,798 County: 87 Station: 1166 Desciption: SR 9/SW/NW 27 AV, 200' N NW 17 ST Start Date: 09/14/2004 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 88 69 68 53 278 0100 46 46 32 54 178 0200 43 26 27 36 132 0300 35 26 30 33 124 0400 32 37 29 52 150 0500 57 59 106 163 395 0600 222 334 453 428 1437 0700 393 471 485 565 1914 0800 520 514 526 527 2087 0900 424 428 465 385 1702 1000 388 350 357 371 1466 1100 390 324 368 401 1483 1200 396 385 408 424 1613 1300 420 438 403 397 1658 1400 360 368 382 385 1495 1500 400 346 341 393 1480 1600 396 392 361 400 1549 1700 397 401 377 426 1601 1800 385 395 420 349 1549 1900 330 315 280 240 1165 2000 248 271 297 280 1096 2100 257 303 226 238 1026 2200 224 225 190 169 808 2300 157 151 134 125 567 80 77 56 48 2611 539 52 31 36 32 1511 329 33 30 36 29 1281 260 34 32 28 22 1161 240 24 30 34 27 1151 265 34 47 54 79 2141 609 105 98 143 155 5011 1938 200 207 240 241 8881 2802 277 242 266 279 10641 3151 305 272 279 337 11931 2895 307 325 295 347 12741 2740 300 342 380 383 14051 2688 386 343 342 365 14361 3049 345 366 350 336 1397 3055 349 368 372 369 1458 2953 409 454 499 561 1923 3403 568 594 569 570 2301 3850 550 577 515 452 2094 3695 476 470 397 346 1689 3238 334 310 251 228 1123 2288 235 236 187 204 862, 1958 202 182 190 208 7821 1808 226 198 155 138 7171 1525 146 126 97 99 468E 1035 24-Hour Totals: 26953 23560 54513 A.M. P.M. Daily Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume 0745 2125 1130 1492 0745 3151 1230 1690 1600 2301 1600 3850 0745 2125 1600 2301 1600 3850 Truck Percentage 7.00 • 7.00 7,00 • • • County: 87 Station: 1166 Desciption: SR 9/SW/NW 27 AV, 200' N NW 17 ST Start Date: 09/15/2004 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 100 82 82 68 332 0100 55 51 65 43 214 0200 29 26 48 33 136 0300 33 32 27 27 119 0400 22 31 35 52 140 0500 66 78 127 153 424 0600 245 330 460 449 1484 0700 437 493 524 530 1984 0800 555 513 517 526 2111 0900 464 421 413 340 1638 1000 370 383 375 353 1481 1100 391 355 359 374 1479 1200 385 391 408 424 1608 1300 348 377 385 389 1499 1400 406 417 446 379 1648 1500 387 385 396 379 1547 1600 372 344 352 347 1415 1700 371 368 380 410 1529 1800 346 350 345,.w..__, 33e.__. 1379 1900 382 304 346 351 1383 2000 339 326 301 300 1266 2100 269 299 261 249 1078 2200 279 209 229 206 923 2300 156 127 135 145 563 87 70 75 63 2951 627 53 53 35 35 1761 390 43 24 39 30 1361 272 29 23 30 28 1101 229 27 38 29 21 1151 255 28 33 58 80 1991 623 87 120 144 160 5111 1995 197 193 268 237 8951 2879 267 238 281 256 10421 3153 287 300 285 296 11681 2806 281 281 316 292 11701 2651 312 320 342 356 13301 2809 349 324 321 313 1307. 2915 342 352 363 382 1439 2938 383 358 374 346 1461 3109 412 442 492 552 1898 3445 494 518 529 521 2062 3477 595.....____._ 6.0 ....:......... 562 519 __ 2284 3813 504 444 391 348 �1687, 3066 329 323 303 310 12651 2648 274 237 219 219 9491 2215 233 230 223 210 8961 1974 196 169 147 151 6631 1586 155 135 103 117 5101 1073 24-Hour Totals: 27380 23568 50948 A.M. P.M. Daily Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume 0730 2122 1130 1371 0800 3153 1345 1658 1645 2286 1700 3813 0730 2122 1645 2286 1700 3813 Truck Percentage 7.00 7.00 7.00 • • • County: 87 Station: 1166 Desciption: SR 9/SW/NW 27 AV, 200' N NW 17 ST Start Date: 09/16/2004 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 0100 0200 0300 0400 0500 060E 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 106 88 40 38 53 59 226 436 547 380 394 341 400 375 408 377 362 382 359 336 263 253 273 195 101 62 48 39 35 72 325 489 525 414 385 383 393 428 438 382 376 340 327 360 287 284 235 173 74 68 46 30 42 103 445 514 452 380 295 349 387 353 360 394 336 412 369 321 242 273 227 154 64 345 61 279 35 169 32 139 52 182 175 409 429 1425 545 1984 472 1996 387 1561 325 1 399 352 1425 417 1597 440 1596 381 1587 367 1520 352 1426 391 1525 337 1392 280 1297 259 1051 251 1061 213 948 151 673 102 80 79 60 3211 666 51 62 59 47 2191 498 43 23 43 29 1381 307 36 34 34 44 1481 287 34 27 42 38 141 323 38 46 64 103 251 660 103 109 173 188 573 1998 212 204 248 260 924 2908 246 271 295 293 1105 3101 271 281 264 290 1106 2667 286 291 296 309 1182 2581 333 323 322 343 1321 2746 388 356 364 332 1440 3037 310 337 390 372 14093005 350 353 357 368 1428 3015 407 493 515 521 1936 3456 524 538 543 530 2135 3561 550 484 491 497 2022 3547 470 444 398 393 1705 3097 310 320 265 261 1156, 2453 231 252 222 232 9371 1988 279 247 209 217 9521 2013 171 173 165 131 6401 1588 158 147 110 108 5231 1196 24-Hour Totals: 26986 23712 50698 A.M. P.M. Daily Peak Volume Information Direction: N Direction: 5 Combined Directions Hour Volume Hour Volume Hour Volume 0730 2131 1145 1451 0730 3156 1345 1646 1615 2161 1615 3607 0730 2131 1615 2161 1615 3607 Truck Percentage 7.00 7.00 7.00 10/21/05 13:46:35 •************* Dual TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 Channel 15 Minute Final Report (page 2 of 2) Site ID : 4540-EB&WB2 Info 1 : NW 17th Street W/O Info 2 : Delaware Parkway Page: 5 ************** Start Date : Oct 19, 2005 Wed End Date : Oct 21, 2005 Fri Adj. Factor: 1.00 ALL DAYS AVERAGED Hour 1-EB Hour 2-WE Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 7 9 4 4 23 8 6 5 2 21 44 1 4 7 5 6 21 2 3 5 3 12 33 2 4 4 3 6 16 4 2 2 3 9 25 3 2 4 1 8 14 2 1 3 3 8 22 4 4 5 8 8 24 1 3 3 5 11 35 5 4 8 10 16 38 4 4 7 11 26 64 6 21 30 49 48 147 16 22 31 32 100 247 7 52 60 52 72 235 34 34 48 41 156 391 8 66 61 54 60 239 41 41 40 48 169 408 9 51 51 52 43 196 37 38 41 39 154 350 10 43 30 36 42 150 33 29 41 33 135 285 11 29 44 30 38 141 24 34 32 42 131 272 .PM 12 38 41 49 36 163 38 45 28 47 157 320 1 40 34 46 39 159 48 37 43 26 153 312 2 45 40 42 47 173 55 41 42 41 178 351 3 46 55 58 61 219 51 53 67 63 233 452 4 58 56 51 50 213 ?�22_ 66 94 81 78 319\ ..— 532 5 49 57 61 64 230 94 105 78 75 351 581 6 53 60 58 38 207 68 64 56 53 239 446 7 39 46 50 33 167 48 34 54 37 173 340 8 37 32 38 31 137 29 33 30 17 108 245 9 28 25 26 25 103 18 20 16 22 75 178 10 29 16 17 14 74 22 13 12 15 61 135 11 11 12 11 9 42 16 10 11 6 41 83 TOTALS 51% 3126 49% 3016 6142 AVERAGE 16.3 period 65.1 15.7 period 62.8 128.0 Peak AM Hour is *** 7:30am to 8:30am *** Volume Lane 1 : 251 Lane 2 : 171 Combined: 419 Directional Split : 60% 41% Peak Hour Factor 0.872 0.891 0.935 Peak / Day Total 0.080 0.057 0.068 Peak PM Hour is *** 5:00pm to 6:00pm *** Volume Lane 1 : 231 Lane 2 : 352 Combined: 582 _ AikDirectional Split : 40%60% lIpPeak Hour Factor 0.902 0.838 0.898 Peak / Day Total 0.074 0.117 0.095 10/21/05 13:46:35 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute Site ID : 4540-EB&WB2 Info 1 : NW 17th Street W/O Info 2 : Delaware Parkway * * * Page: 1 Date : Oct 19, 2005 Wed Factor : 1,00 Lane 1-Normal, Axle, /2 Lane 2-Normal, Axle, /2 Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 1 2 3 4 5 6 7 8 9 10 11 33 42 36 50 161 24 30 37 38 129 290 diPM 12 43 41 57 30 171 34 49 27 54 164 335 1 41 34 42 42 159 43 30 38 14 125 284 2 44 43 31 43 161 62 52 32 30 176 337 3 40 56 60 61 217 54 72 60 59 245 462 4 53 50 45 48 196 48 89 85 69 291 487 5 43 56 62 60 221 97 99 84 77 357 578 6 51 60 66 37 214 68 63 65 43 239 453 7 33 44 50 34 161 48 30 57 40 175 336 8 38 33 38 26 135 32 35 33 15 115 250 9 27 28 25 21 101 20 14 14 21 69 170 10 31 20 20 13 84 14 14 15 17 60 144 11 11 8 7 13 39 14 10 8 5 37 76 TOTALS 48% 2020 52% 2182 4202 AVERAGE 38.8 period 155.4 42.0 period 167.8 323.2 Peak AM Hour is *** 11:00am to 12:00pm *** Volume Lane 1 : 161 Lane 2 : 129 Combined: 290 Directional Split : 56% 44% Peak Hour Factor 0.805 0.849 0.824 Peak / Day Total 0.080 0.059 0.059 Peak PM Hour is *** 5:00pm to 6:00pm *** Volume Lane 1 : 221 Lane 2 : 357 Combined: 578 AlhDirectional Split : 38% 62% Peak Hour Factor . 0.891 0.902 0.932 Peak / Day Total . 0.109 0.164 0.138 10/21/05 13:46:35 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 ** Site ID : 4540-EB&WB2 Info 1 : NW 17th Street W/O Info 2 : Delaware Parkway Dual Channel 15 Minute *** Page: 2 Date : Oct 20, 2005 Thu Factor : 1.00 Lane 1-Normal, Axle, /2 Lane 2-Normal, Axle, /2 Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 8 9 4 3 24 9 4 2 1 16 40 1 4 7 6 6 23 3 3 3 3 12 35 2 4 5 4 5 18 7 1 2 2 12 30 3 2 3 1 8 14 0 1 2 1 4 18 4 3 5 7 9 24 1 3 2 7 13 37 5 3 11 8 16 38 5 5 9 10 29 67 6 22 30 50 54 156 18 21 28 35 102 258 7 49 64 55 76 244 31 40 52 40 163 407 8 78 53 58 66 255 45 42 39 54 180 435 9 46 53 57 45 201 46 38 40 34 158 359 10 36 28 31 44 139 30 33 38 31 132 271 11 25 46 24 26 121 24 37 26 45 132 253 M lowl2 33 40 40 41 154 41 41 28 40 150 304 1 38 34 50 36 158 53 43 47 38 181 339 2 45 37 53 50 185 48 29 51 52 180 365 3 51 54 56 60 221 47 34 73 67 221 442 4 62 61 56 51 230 84 99 76 87 346 576 5 55 58 59 67 239 90 111 72 72 345 584 6 54 59 49 38 200 67 64 46 62 239 439 7 45 47 50 31 173 48 38 50 34 170 343 8 36 30 37 36 139 25 31 26 19 101 240 9 29 21 26 28 104 16 25 17 23 81 185 10 26 11 13 14 64 29 12 9 12 62 126 11 11 15 14 4 44 17 9 13 6 45 89 TOTALS 51% 3168 49% 3074 6242 AVERAGE 33.0 period 132.0 32.0 period 128.1 260.1 Peak AM Hour is *** 7:15am to 8:15am *** Volume Lane 1 : 273 Lane 2 : 177 Combined: 450 Directional Split : 61% 39% Peak Hour Factor 0.875 0.851 0.915 Peak / Day Total O.086 0.058 0.072 Peak PM Hour is *** 4:30pm to 5:30pm *** Volume Lane 1 : 220 Lane 2 : 364 Combined: 584 WDirectional. Split : 38% 62% eak Hour Factor 0.948 0.820 0.864 Peak / Day Total . 0.069 0.118 0.094 10/21/05 13:46:35 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute *** Site ID : 4540-EB&WB2 Info 1 : NW 17th Street W/O Info 2 : Delaware Parkway Page: Date : Oct 21, 2005 Fri Factor : 1.00 Lane 1-Normal, Axle, /2 Lane 2-Normal, Axle, /2 Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 6 9 3 4 22 7 8 7 3 25 47 1 3 7 3 5 18 1 3 6 2 12 30 2 3 2 1 7 13 0 2 1 3 6 19 3 1 5 1 7 14 3 1 3 4 11 25 4 4 5 8 6 23 1 2 3 3 9 32 5 5 5 11 16 37 2 3 5 12 22 59 6 19 30 47 42 138 14 22 33 29 98 236 7 55 55 49. 67 226 36 28 44 41 149 375 8 53 68 49 53 223 36 39 41 41 157 380 9 55 48 47 40 190 27 38 41 44 150 340 10 50 31 40 40 161 35 25 44 34 138 299 11 glIPM Now12 1 2 3 4 5 6 7 8 9 10 11 TOTALS 58% 1065 42% 777 1842 AVERAGE 24.2 period 96.8 17.7 period 70.6 167.5 Peak AM Hour is *** 7:30am to 8:30am *** Volume Lane 1 : 237 Lane 2 : 160 Combined: 397 Directional Split : 60% 40% Peak Hour Factor 0.871 0.909 0.919 Peak / Day Total : 0.223 0.206 0.216 • 10/21/05 13:46:35 0 4* * * * * * * * * * * * TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 Dual Channel 15 Minute Final Report (page 1 of 2) Site ID : 4540-EB&WE2 Info 1 : NW 17th Street W/O Info 2 : Delaware Parkway Page: ************** Start Date : Oct 19, 2005 Wed End Date : Oct 21, 2005 Fri Adj. Factor: 1.00 ALL DAYS COMBINED Hour 1-EB Hour 2-WE Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 14 18 7 7 46 16 12 9 4 41 87 1 7 14 9 11 41 4 6 9 5 24 65 2 7 7 5 12 31 7 3 3 5 18 49 3 3 8 2 15 28 3 2 5 5 15 43 4 7 10 15 15 47 2 5 5 10 22 69 5 8 16 19 32 75 7 8 14 22 51 126 6 41 60 97 96 294 32 43 61 64 200 494 7 104 119 104 143 470 67 68 96 81 312 782 8 131 121 107 119 478 81 81 80 95 337 815 9 101 101 104 85 391 73 76 81 78 308 699 10 86 59 71 84 300 65 58 82 65 270 570 11 58 88 60 76 282 48 67 63 83 261 543 Ilr76 81 97 71 325 75 90 55 94 314 639 1 79 68 92 78 317 96 73 85 52 306 623 2 89 80 84 93 346 110 81 83 82 356 702 3 91 110 116 121 438 101 106 133 126 466 904 4 115 111 101 99 426 132 188 161 156 637 1063 5 98 114 121 127 460 187 210 156 149 702 1162 6 105 119 115 75 414 135 127 111 105 478 892 7 78 91 100 65 334 96 68 107 74 345 679 8 74 63 75 62 274 57 66 59 34 216 490 9 56 49 51 49 205 36 39 31 44 150 355 10 57 31 33 27 148 43 26 24 29 122 270 11 22 23 21 17 83 31 19 21 11 82 165 TOTALS 51% 6253 49% 6033 12286 AVERAGE 65.1 period 260.5 62.8 period 251.4 511.9 Peak AM Hour is *** 7:30am to 8:30am *** Volume Lane 1 : 499 Lane 2 : 339 Combined: 838 Directional Split : 60% 40% Peak Hour Factor : 0.872 0.883 0.935 Peak / Day Total 0.080 0.056 0.068 Peak PM Hour is *** 5:00pm to 6:00pm *** Volume Lane 1 : 460 Lane 2 : 702 Combined: 1162 Split : 40% 60•±rectional eak Hour Factor . 0.906 0.836 0.897 Peak / Day Total . 0.074 0.116 0.095 10/21/05 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 13:46:36 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 i************* Dual Channel 15 Minute Final Report (page 2 of 2) Site ID 4540-EB&WB1 Info 1 : NW 20th Street E/0 Info 2 : NW 27th Avenue Page: ************** Start Date : Oct 19, 2005 Wed End Date : Oct 21, 2005 Fri. Adj. Factor: 1.00 ALL DAYS AVERAGED Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 40 37 25 22 123 37 25 17 19 98 221 1 22 24 25 29 100 14 12 11 12 48 148 2 30 26 28 28 111 14 15 12 14 54 165 3 26 25 26 37 113 10 11 16 17 53 166 4 38 37 46 47 167 18 23 24 22 86 253 5 53 75 117 156 401 27 47 68 84 225 626 6 166 217 288 278 949 96 132 205 185 617 1566 7 287 307 302 294 1189 179 160 216 195 749 1938 8 291 279 271 326 1166 174 165 183 156 677 1843 9 275 275 282 289 1120 166 174 190 194 723 1843 10 275 251 275 247 1048 201 216 203 213 833 1881 11 206 249 237 269 959 235 215 243 239 931 1890 O PM 12 237 251 212 239 939 227 252 234 224 936 1875 1 259 251 221 213 943 253 254 221 244 970 1913 2 263 225 245 216 949 226 247 246 252 971 1920 3 232 230 244 261 965 235 255 288 257 1034 1999 4 231 254 259 227 97 `)0— 283 313 319 314 1225-\ford `�'2199 5 236 225 259 219 939 299 298 268 274 1138 J2077 6 233 222 219 203 876 298 231 215 200 943 1819 7 190 163 202 142 696 186 166 154 145 650 1346 8 140 116 118 104 477 126 133 93 105 457 934 9 108 110 98 91 407 87 92 125 113 416 823 10 93 77 89 64 323 72 74 59 50 254 577 11 62 50 41 48 201 43 32 39 36 150 351 TOTALS 53% 16123 47% 14237 30360 AVERAGE 84.0 period 335.9 74.2 period 296.6 632.5 Peak AM Hour is *** 7:00am to 8:00am *** Volume Lane 1 : 1190 Lane 2 : 750 Combined: 1939 Directional Split : 61% 39% Peak Hour Factor 0.969. 0.868 0.936 Peak / Day Total 0.074 0.053 0.064 Peak PM Hour is *** 4:15pm to 5:15pm *** Volume Lane 1 : 976 Lane 2 : 1245 Combined: 2220 .Directional Split : 44% 56% Peak Hour Factor 0.942 0.976 0.960 Peak / Day Total . 0.061 0.087 0.073 10/21/05 13:46:36 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute *** Site ID : 4540-EB&WB1 Info 1 ; NW 20th Street E/O Info 2 : NW 27th Avenue Lane 1-Normal, Axle, /2 Lane 2-Norm 1 Page: 1 Date : Oct 19, 2005 Wed Factor : 1.00 Axle, /2 Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 1 2 3 4 5 6 7 8 9 10 11 191 272 270 262 995 238 230 216 233 917 1912 •PM 12 230 263 201 233 927 242 252 220 216 930 1857 1 260 250 225 187 922 253 238 233 232 956 1878 2 245 236 251 191 923 191 244 251 244 930 1853 3 252 280 243 268 1043 254 253 295 255 1057 2100 4 216 259 275 205 955 271 314 297 306 1188 2143 5 240 205 251 215 911 289 311 257 279 1136 2047 6 209 201 205 189 804 286 239 214 203 942 1746 7 183 141 180 139 643 177 160 146 127 610 1253 8 148 115 102 93 458 118 139 97 97 451 909 9 94 119 96 99 408 88 72 95 71 326 734 10 100 67 88 65 320 61 66 49 38 214 534 11 61 48 50 40 199 51 33 47 31 162 361 TOTALS 49% 9508 51% 9819 19327 AVERAGE 182.8 period 731.4 188.8 period 755.3 1486.7 Peak AM Hour is *** 11:00am to 12:00pm *** Volume Lane 1 : 995 Lane 2 : 917 Combined: 1912 Directional Split : 52% 48% Peak Hour Factor 0.915 0.963 0.952 Peak / Day Total 0.105 0.093 0.099 Peak PM Hour is *** 4:15prn to 5:15pm *** Volume Lane 1 : 979 Lane 2 : 1206 Combined: 2185 AftDirectional Split : 45% 55% II,Peak Hour Factor 0.890 0.960 0,953 Peak / Day Total 0.103 0.123 0.113 10/21/05 13:46:36 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute *** Site ID : 4540-EB&WB1 Info 1 : NW 20th Street E/O Info 2 : NW 27th Avenue Page: 2 Date : Oct 20, 2005 Thu Factor : 1.00 Lane 1-Normal, Axle, /2 Lane 2-Normal, Axle, /2 Hour 1-E2 Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 34 28 23 18 103 32 18 18 19 87 190 1 19 20 25 29 93 12 6 11 9 38 131 2 31 28 29 29 117 17 10 9 11 47 164 3 23 18 22 36 99 10 10 16 20 56 155 4 40 31 47 58 176 24 24 19 22 89 265 5 48 76 124 167 415 30 36 80 74 220 635 6 149 221 291 288 949 105 143 201 178 627 1576 7 292 303 291 309 1195 171 176 222 183 752 1947 8 297 270 254 367 1188 172 172 190 171 705 1893 9 316 277 238 285 1116 180 174 181 178 713 1829 10 266 251 250 266 1033 204 226 211 230 871 1904 11 220 225 203 275 923 231 199 269 245 944 1867 Alipm mm.12 244 239 223 244 950 211 252 247 232 942 1892 1 257 251 217 238 963 252 269 208 255 984 1947 2 280 214 239 241 974 260 250 241 260 1011 1985 3 211 179 244 253 887 216 257 280 258 1011 1898 4 245 249 243 248 985 295 312 341 321 1269 2254 5 232 245 266 223 966 308 284 279 269 1140 2106 6 256 243 232 216 947 310 222 215 197 944 1891 7 197 184 224 144 749 195 172 161 162 690 1439 8 131 117 133 115 496 134 126 89 113 462 958 9 122 101 99 83 405 85 112 155 154 506 911 10 85 87 90 63 325 82 82 69 61 294 619 11 62 52 32 56 202 35 30 31 41 137 339 TOTALS 53% 16256 47% 14539 30795 AVERAGE 169.3 period 677.3 151.4 period 605.8 1283.1 Peak AM Hour is *** 7:15am to 8:15am *** Volume Lane 1 : 1200 Lane 2 : 753 Combined: 1953 Directional Split : 61% 39% Peak Hour Factor 0.971 0.848 0.952 Peak / Day Total 0.074 0.052 0.063 Peak PM Hour is *** 4:00pm to 5:00pm *** Volume Lane 1 : 985 Lane 2 : 1269 Combined: 2254 Aftpirectional Split : 44% 56% glpeak Hour Factor 0.989 0.930 0.965 Peak / Day Total . 0.061 0.087 0.073 10/21/05 13:46:36 TRANSPORT ANALYSIS PROFESSIONALS, Inc, 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute *** Site ID : 4540-EB&WB1 Info 1 : NW 20th Street E/0 Info 2 : NW 27th Avenue Page: 3 Date : Oct 21, 2005 Fri Factor : 1.00 Lane 1-Normal, Axle, /2 Lane 2-Normal, Axle, /2 Hour 1-EB Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 45 45 26 26 142 42 31 16 19 108 250 1 25 28 24 29 106 15 18 10 14 57 163 2 28 23 26 27 104 11 19 14 17 61 165 3 29 31 29 37 126 10 11 16 13 50 176 4 36 42 45 35 158 12 22 28 21 83 241 5 58 74 110 145 387 24 57 55 93 229 616 6 182 213 285 268 948 86 121 208 192 607 1555 7 281 311 313 278 1183 187 144 209 206 746 1929 8 284 287 287 285 1143 176 157 176 140 649 1792 9 233 273 325 292 1123 151 174 199 209 733 1856 10 284 251 299 228 1062 197 206 195 196 794 1856 11 M 12 1 2 3 4 5 6 7 8 9 10 11 TOTALS 61% 6482 39% 4117 10599 AVERAGE 147.3 period 589.3 93.6 period 374,3 963.5 Peak AM Hour is *** 9:30am to 10:30am *** Volume Lane 1 : 1152 Lane 2 : 811 Combined: 1963 Directional Split : 59% 41% Peak Hour Factor 0.886 0.970 0.937 Peak / Day Total : 0.178 0.197 0.185 • 10/21/05 13:46:36 ill ************* TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 Dual Channel 15 Minute Final. Report (page 1 Site ID : 4540-EB&WB1 Info 1 : NW 20th Street E/O Info 2 : NW 27th Avenue Page: 4 ************** Start Date : Oct 19, 2005 Wed End Date : Oct 21, 2005 Fri Adj. Factor; 1.00 ALL DAYS COMBINED Hour 1-E2 Hour 2-WB Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 79 73 49 44 245 74 49 34 38 195 440 1 44 48 49 58 199 27 24 21 23 95 294 2 59 51 55 56 221 28 29 23 28 108 329 3 52 49 51 73 225 20 21 32 33 106 331 4 76 73 92 93 334 36 46 47 43 172 506 5 106 150 234 312 802 54 93 135 167 449 1251 6 331 434 576 556 1897 191 264 409 370 1234 3131 7 573 614 604 587 2378 358 320 431 389 1498 3876 8 581 557 541 652 2331 348 329 366 311 1354 3685 9 549 550 563 577 2239 331 348 380 387 1446 3685 10 550 502 549 494 2095 401 432 406 426 1665 3760 11 411 497 473 537 1918 469 429 485 478 1861 3779 glipm mori2 474 502 424 477 1877 453 504 467 448 1872 3749 1 517 501 442 425 1885 505 507 441 487 1940 3825 2 525 450 490 432 1897 451 494 492 504 1941 3838 3 463 459 487 521 1930 470 510 575 513 2068 3998 4 461 508 518 453 1940 566 626 638 627 2457 4397 5 472 450 517 438 1877 597 595 536 548 2276 4153 6 465 444 437 405 1751 596 461 429 400 1886 3637 7 380 325 404 283 1392 372 332 307 289 1300 2692 8 279 232 235 208 954 252 265 186 210 913 1867 9 216 220 195 182 813 173 184 250 225 832 1645 10 185 154 178 128 645 143 148 118 99 508 1153 11 123 100 82 96 401 86 63 78 72 299 700 TOTALS 53% 32246 47% 28475 60721 AVERAGE 335.9 period 1343.6 296.6 period 1186.5 2530.0 Peak AM Hour is *** 7:00am to 8:00am *** Volume Lane 1 : 2378 Lane 2 : 1498 Combined: 3876 Directional Split ; 61% 39% Peak Hour Factor . 0.968 0.869 0.936 Peak / Day Total 0.074 0.053 0.064 Peak PM Hour is *** 4:15pm to 5:15pm *** Volume Lane 1 : 1951 Lane 2 : 2488 Combined: 4439 •irect±onal Split : 44% 56% eak Hour Factor 0,942 0.975 0.960 Peak / Day Total 0.061 0.087 0.073 12/01/05 12:01:25 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute *** Site ID : 4540 20 Info 1 : Delaware Parkway 8/0 Info 2 : NW 18th Street Page: Date : Nov 30, 2005 Wed Factor : 1.00 Lane 1-Normal, Axle, /2 Lane 2-Normal, Axle, /2 Hour 1-NE Hour 2-SE Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 1 2 3 4 5 6 7 8 9 10 11 410/PM 12 39 59 46 54 198 59 63 69 65 256 454 1 54 46 62 60 222 63 89 83 60 295 517 2 55 65 52 74 246 70 66 65 68 269 515 3 71 57 99 69 296 73 101 119 73 366 662 4 69 91 54 88 302 110 93 113 117 433 735 5 106 98 79 73 356 104 134 124 132 494 850 6 86 80 67 52 285 97 99 105 83 384 669 7 43 46 36 49 174 72 69 44 49 234 408 8 32 24 25 23 104 37 48 28 31 144 248 9 24 35 31 24 114 32 25 22 35 114 228 10 22 23 27 28 100 37 30 40 19 126 226 11 16 17 13 11 57 30 14 17 12 73 130 TOTALS 43% 2454 57% 3188 5642 AVERAGE 51.1 period 204.5 66.4 period 265.7 470.2 Peak PM Hour is *** 4:45pm to 5:45pm Volume Lane 1 : 371 Directional Split : 44% Peak Hour Factor . 0.875 Peak / Day Total 0.151 • *** Lane 2 : 479 Combined; 850 56% 0.894 0.916 0.150 0.151 12/01/05 12:01:26 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami. Florida 33183 305-385-0777 *** Dual Channel 15 Minute *** Site ID : 4540 21 Info 1 : NW South River Drive Info 2 : SE/0 NW 29th Avenue Page: 1 Date : Nov 30, 2005 Wed Factor : 1.00 Lane 1-Directional, Axle, /2 Lane 2-Directional, Axle, /2 Hour 1-NWB Hour 2-SEE Hour Combined Starts 0 15 30 45 Total 0 15 30 45 Total Total AM 12 1 2 3 4 5 6 7 8 9 10 11 411PM 12 28 22 50 19 30 49 99 1 22 18 38 26 104 26 19 19 28 92 196 2 29 24 28 38 119 22 21 24 28 95 214 3 26 27 29 35 117 23 35 28 24 110 227 4 26 21 34 39 120 24 22 33 26 105 225 5 42 33 41 28 144 38 30 21 21 110 254 6 18 29 27 14 88 20 14 11 21 66 154 7 13 10 11 14 48 19 13 9 6 47 95 8 5 5 6 6 22 9 12 9 12 42 64 9 5 6 11 1 23 6 6 6 14 32 55 10 4 3 6 2 15 4 5 8 5 22 37 11 7 5 3 3 18 9 8 6 2 25 43 TOTALS 52% 868 48% 795 1663 AVERAGE 18.9 period 75.5 17.3 period 69.1 144.E Peak PM Hour is *** 4:30pm to 5130pm ***. Volume Lane 1 : 148 Lane2 : 127 Combined: 275 Directional Split : 54% 46% Peak Hour Factor 0.881 0.836 0.859 Peak / Day Total 0.171 0.160 0.165