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HomeMy WebLinkAboutTraffic Impact Study - Part IMiami River Renaissance Major Use Special Permit Traffic Impact Study • Prepared by: David Plummer & Associates, Inc. 1750 Ponce de Leon Boulevard Coral Gables, Florida 33134 April 2003 DPA Project #02130 • • • Miami River Renaissance ML`SP Traffic Impact Statay TABLE OF CONTENTS Page List of Exhibits ii EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 22 1.1 Study Area 2 1.2 Study Objective 2.0 EXISTING TRAFFIC CONDITIONS 4 2.1 Data Collection 4 2.1.1 Roadway Characteristics 4 4 2.1.2 Traffic Counts 5 2.1.3 Intersection Data 9 2.2 Roadway Capacity Analysis 11 2.3 Intersection Capacity Analysis 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS 12 4.0 FUTURE TRAFFIC CONDITIONS 13 4.1 Background Traffic 13 4.2 Committed Developments 13 4.3 Project Traffic 16 4.3.1 Project Trip Generation 16 4.3.2 Project Trip Assignment 17 4.4 Future Traffic Conditions with Project 19 4.4.1 Roadway Capacity Analysis 19 4.4.2 Intersection Capacity Analysis 21 4.4.3 Site Access 22 5.0 CONCLUSIONS 23 Appendix A: Approved Transportation Methodology Appendix B: Traffic Counts & Signal Timing Appendix C: Roadway Capacity Analysis Worksheets Appendix D: Intersection Capacity Analysis Worksheets Appendix E: Attachment D-1: Downtown Miami DRI Facilities Trip Generation Analysis Appendix F: Committed Development & Project Information Page i • • • .Miami River Renaissance MLSP TrafficImpac: Study LIST OF EXHIBITS Exhibit Page 1 Location Map 3 2 2002 PM Peak Hour Traffic Volumes 3 Existing Lane Configurations 8 4 2002 Roadway Capacity Analysis 10 5 2002 Intersection Capacity Analysis Results 11 6 Committed Developments PM Peak Hour Trip Generation 14 7 Cardinal Distribution Committed Developments 14 8 Future PM Peak Hour Traffic Volumes without Project 15 9 PM Peak Hour Project Trip Generation 16 10 Cardinal Distribution Project i7 11 PM Peak Hour Project Traffic Assignment 18 12 Future PM Peak Hour Traffic Volumes with Project 20 13 Future Roadway Capacity Analysis with Project 19 14 Future Intersection Capacity Analysis with Project ?1 Page ii • • Miami River Renaissance ,WUSP Traffic Impact Study EXECUTIVE SUMMARY The Miami River Renaissance is a proposed mixed use development located on the northwest quadrant of the Miami River and South Miami Avenue in Downtown Miami. The project consists of: 1,200 residential dwelling units; 21,508 square feet of retail; 14,760 square feet of restaurant and 92,062 square feet of office space. Access to the project will be to/from Miami Avenue and SW 3 Street. An assessment of the PM peak hour traffic associated with the development of Miami River Renaissance was performed in accordance with the requirements of the Downtown Miami DRI Development Order. Analysis of future (2009) traffic conditions with the project during PM peak hour shows that the Downtown Miami DRI's adopted Level of Service E standard 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 roadway segments analyzed. Page 1 • • Miami River Renaissance .V1E SP Traffic Impact Stud). 1.0 INTRODUCTION The Miami River Renaissance is a proposed mixed use development located on the northwest quadrant of the Miami River and South Miami Avenue in Downtown Miami (see Exhibit 1). The proposed project would occupy a parcel of land, currently a surface parking lot. The project consists of: 1,200 residential dwelling units; 21,508 square feet of retail; 14,760 square feet of restaurant and 92,062 square feet of office space. Access to the project will be to/from Miami Avenue and SW 3 Street. 1.1 Study Area Consistent with the approved methodology for this project (See Appendix A) and the Downtown Miami DRI, the traffic study was performed for PM peak hour conditions. For traffic analysis purposes, the study area has been defined as SW/SE 2 Street to the north, SW 7 Street to the south, SW 2 Avenue to the west, and Miami Avenue to the east. Roadway link capacity analysis was performed for the regionally significant roadways, including segments along Miami Avenue, SW 2 Avenue, and SW 3 Street. Intersection capacity analysis was perfoii led for the following intersections: 1. Miami Avenue /1-95 exit ramp 2. Miami Avenue / SE 3 Street 3. Miami Avenue / SW 7 Street 4. SW 2 Avenue / SW 3 Street 1.2 Study Objective Approvals for Miami River Renaissance are sought under the Development Order (DO) issued to the Downtown Miami DR.I. The objective of this traffic study is to assess possible localized PM peak hour impacts as a result of this project. Page 2 Gqd/RNNIENT CENTER N.W. 2 SI. CULTURAL CENTER(.7 1.1.1 < c‘i V3 MIAMI RIVER RENAISSANCE S.W. 7 ST. S.W. S ST. S.W. ST. S.W. 10 ST. TITLE: N E 1 ST HAGLER ST. CONV NT:ON FOR1, LLAS NTER PT43.S, LOCATION MAP SE. 2 ST. J S.E. 3 ST 9 SC. BLVD. WAY Page 3 EXHBIT No. Miami River Renaissance MUM) Traffic Impact Stud, • • • 2.0 EXISTING TRAFFIC CONDITIONS 2.1 Data Collection Data Collection for this study included roadway characteristics, intersection data, intersection volumes, and signal timing. The data collection effort is described in detail in the following sections. 2.1.1 Roadway Characteristics Miami Avenue Miami Avenue is one of the major arterials in Downtown Miami and connects the Central Business District (CBD) and the Brickell Area. Miami Avenue is three lames, one-way, southbound from north of SW 2 Street to just beyond SW 3 Street. Miami Avenue becomes a two-way, undivided roadway just south of SE 4 Street to just north of SW 7 Street, where it becomes three lanes, one-way northbound. All northbound traffic must turn right at SE 4 Street and all southbound traffic must turn right at SW 7 Street in this segment of Miami Avenue. There is no posted speed limit within the study area. There is on -street parking on Miami Avenue just north of SW 7 Street and prohibited along the remainder of the study limits. Currently the SW 2 Avenue bridge is closed and vehicular traffic is detoured across the Miami Avenue bridge, for Detour sign locations see Appendix B. SW 2 Avenue SW 2 Avenue is a two-way, undivided roadway between SW 2 Street and SW 7 Street. From SW 2 Street to just north of the Miami River there are two lanes southbound and one lane north bound, the bridge has one lane in each direction. There are two lanes in each direction south of the bridge. There is no posted speed limit within the study area. On -street metered parking is permitted between SW 2 and 3 Streets on the east side and prohibited along the remainder of the study limits. Page 4 • • • Miami River Renaissance MUSP Traffic impacr Study As previously mentioned, the SW 2 Avenue Bridge is closed and vehicular traffic is detoured across the Miami Avenue Bridge. SW/SE 3 Street SE 3 Street between SW 2 Avenue and Miami Avenue is a two-lane, two-way, undivided roadway. There is no posted speed limit within the study area. On -street metered parking is permitted along SE 3 Street within the study limits. SW/SE 7 Street SE 7 Street between SW 2 Avenue and Miami Avenue is a one-way, three -lane roadway. There is no posted speed limit within the study area. On -street parking is not peiuiitted along SW 7 Street within the study limits. 2.1.2 Traffic Counts Consistent with the Downtown Miami DR1 traffic study, peak hour 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). Exhibit 2 shows the adjusted 2002 PM peak hour traffic volumes at the study intersections. The temporary closure of the SW 2 Avenue bridge, however, has distorted normal travel patterns in the area. Therefore, historical traffic counts were researched and used as appropriate for analysis. The historical counts were collected between 1998 and 2001. Appropriate FDOT seasonal factors and an annual growth rate were applied to establish 2002 volumes. These volumes were combined with new counts as needed to supplement and provide an "existing conditions" base scenario. Raw and factored traffic counts are included in Appendix B. Page 5 Minmi River Renaissance MUSP Traffic Impact Study • • • 2.1.3 Intersection Data A field survey was conducted to determine the lane configurations for the roadways and intersections under study. Existing signal timing data was obtained from Miami -Dade County for the intersections to be analyzed. This infoiivation provided the signal phasing and timing used in the intersection capacity analysis. Exhibit 3 shows the existing lane configurations for the intersections and roadways studied. Page 6 PROJECT SITE !NOTE: Sw 2 Avenue ridge .s rer.Pcrprily II as85 "or recons'r:=c-ion crd widen ^,g. . i_: %rg - a. ,o vo-urr.eS r ~c. -eJresenTc o ve p- rmo - c-'^ ,How Dar -errs. MIAMI RIVER RENAISSANCE 2002 PM PEAK HOUR EXHIBIT No. 2 Page 7 UV02,30/fureo.rof 401 p 'qc MiAK8IRIVER RENAISSANCE EXISTING LANE CONFIGURATIONS EXHIBIT No, Miami River Renaissance :WISP SP Traffic Impact Sivav • • • 2.2 Roadway Capacity Analysis Roadway capacity is the maximum number of vehicles that can pass through a given point during a specific time period under prevailing roadway and traffic control device conditions. The Highway Capacity Manual (HCM) defines six levels of service {LOS), with LOS "A „ representing the best operating conditions, and LOS "F" representing the worst. The Downtown !v[iami DRI has adopted a minimum LOS "E" for the study area. In accordance with the Downtown Miami DRI, the analysis of existing traffic conditions was performed for PM peak hour conditions. For this analysis service volumes were obtained from the most recent edition ofFDOT's Quality/Level of Service Handbook. The summary of existing levels of service for roadway segments in the study area is shown in Exhibit 4. Page 9 • • • Miami River Renaissance ,11LIST Traffic Impact Saud). Exhibit 4 2002 Roadway Capacity Analysis Weekday PM Peak HOW" Conditions Roadway Limits . Direction Number of Lanes Volume ] Peak Direction Service Volume (LOS E) 2 LOS Miami Avenue SE 2 Street to SE 3 Street SB 3L one-way 482 2,990 C Miami Avenue SE 3 Street to project dwy NB SB 1LD 2LD 75 552 820 1,660 C Miami Avenue project dwy to Miami Avenue Bridge NB SB 2LD 2LD 467 552 1,660 1' 660 C C SW/SE 3 Street SW 2 Avenue to SW 1 Avenue EB WB 1LU 1LU 62 132 6603 660 C C SW/SE 3 Street SW 1 Avenue ' to Miami Avenue EB WB 1LU 1LU 114 129 660 660 C C SW 2 Avenue Bridge s temporarily closed for construction. Therefore, volumes coflecLed have been acjusted based on istonca tratfc patterns. Based FDOT's Quality/LOS Handbook Generalized Tables (See Appendix C). Based on the closest category in FDOT's Quality/LOS Handbook Generalized Tables. The intersection controls flow and capacity of the segment. HCS unsignalized intersection analysis results are within the city's adopted LOS E threshold. Page 10 • • • Miami River Renaissance M1'SP Traffic Impact Stud: 2.3 Intersection Capacity Analysis The intersection capacity analysis was perfoiuned using the Highway Capacity Software (HCS), based on the procedures of the 2000 Highway Capacity Manual. Exhibit 5 shows the resulting LOS for existing conditions at the intersections under study, analysis worksheets are included in Appendix D. Ali four intersections operate within the standard adopted by the city. Exhibit 5 2002 Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection Existing LOS Miami Avenue/I-95 off -ramp C Miami Avenue/South 3 Street B Miami Avenue/ South 7 Street C SW 2 Avenue/SW 3 Street B Source: DPI Page I • • Miami River Renaissance :WISP Traffic Impact Stud 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 2003 Miami -Dade County Transportation Improvement Program (TIP), the 2025 Metro - Dade Transportation Plan Long Range Element, as well as projects identified by the Miami Downtown Development Authority (DDA), were reviewed to identify any programmed or planned projects within the limits of the study area established. One project was identified within the study area that will be completed prior to completion of the proposed project. The SW 2 Avenue Bridge replacement is currently under construction. Page 1 • • Miami River Renaissance MLSP Traffic Impact Study 4.0 FUTURE TRAFFIC CONDITIONS 4.1 Background Traffic Consistent with other traffic studies perfoiined in the area, a conservative 2 percent growth factor was added to existing traffic volumes. This growth rate is intended to account for future growth due to additional developments that have not been identified at this time but, occur within the study period. 4.2 Committed Developments A list of projects was obtained from city staff, City of Miami Planning and Zoning Department Report on Private Development From 1996 Updated through June 24, 2002. These projects are approved and either under construction or about to break ground, approved by City Commission with no building permits .yet, or in the application stage. The projects in the vicinity of Miami River Renaissance are listed in Exhibit 6 along with the project size and trip generation for the PM peak hour based on the rates published in Attachment D-1: Downtown Miami DRI Facilities Trip Generation Analysis in the Notification of Proposed Change (NOPC) to the Downtown Miami DRI, submitted to the South Regional Planning Council in September, 1994 (see Appendix E). Traffic generated by these developments was distributed using the Cardinal Distributions obtained from the Metro -Dade Transportation Plan: Long Range Element to the Year 2015. The appropriate cardinal distribution for these developments, along with the corresponding Traffic Analysis Zones (TAZ) are shown in Exhibit 7. Committed development project information and a segment volume matrix for the background traffic and committed developments are provided in Appendix F. Page 13 • • Miami Rimer Renaissance .411 SP Traffic Imac; Snidr Exhibit 6 Committed Developments PM Peak Hour Trip Generation Project Name TAZ Land Use Designation Trip Generation Rate (DDRI) Number of Units PM Peak Hour Vehicle Trips In Out Total Brickeli Attraction, Recreation 0.0005190 5,000 seats 5 5 10 Commons 67" Retail/Service 0.0020588 133,800 SF ' 31 41 72 Brickeli on the 675 Residential Office 0.1360563 0.0005985 712 DU-s 8,400 SF 58 1 39 4 97 5 River Retail/Service 0.0005 190 4,200 SF 1 1 2 One Riverview Office 0.0005985 157,4 78 16 78 94 Square 663 Retail/Service 0.0005190 8,749 2 3 5 Source: Downtown Miami DRI Facilities Trip Generation Analysis Exhibit 7 Cardinal Distribution TAZ's 663 & 675 Cardinal Direction Distribution Distribution TAZ 663 TAZ 675 NNE ENE ESE SSE SSW WSW WNW NNW Total 14.63% 6.62°a 2.56% 6.95% 8.25% 23.04% 17.76°%o 20.20% 1 00 % 15.02% 5.82% 1.80% 4.15% 8.56% 23.42% 18.07% )3.15% 100% The Cardinal Distribution gives a generalized distribution of trips from a TAZ to other parts of Miami -Dade County. For estimating trip distribution for committed projects, consideration was given to conditions such as the roadway network addressed by the project, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. Future traffic volumes were projected for the build out year 2009. Future (2009) projected turning movement volumes and roadway link volumes without the project are shown in Exhibit 8. Page 14 J 71 --- SVV 3 ST (-1! -1'i te 2--Cv - -4-- PROJECT SITE SIN 7ST NC'E; SW 2 Avenue bridge is Tem or;r:ly coseC for r eap nSTruct;on an wdeng. cx: 5'iny VOILmes ❑re nct repnesCCnrcr tie oT norTCI traffic brow pcTterns. w w 2 ,aUJECT MIAMI RIVER RENAISSANCE FUTURE WITHOUT PROJECT PM PEAK HOUR EXHIBIT No_ 8 J rape 15 Miami River Renaissance MUSP Traffic Impact Study • • • 4.3 Project Traffic 4.3.1 Project Trip Generation Trip generation for the project was estimated using the rates published in Attachment D-1: Downtown Miami DRI Facilities Trip Generation Analysis in the Notification of Proposed Change (NOPC) to the Downtown Miami DR, submitted to the South Regional Planning Council in September, 1994, The Downtown Miami DR1 considered restaurants as part of retail facilities and a different trip generation rate for restaurant was not established. Consistent with this methodology, for trip generation purposes in this study, the retail trip generation rate was uses for the restaurant component of the proj ect. The vehicular directional split (in/out) was estimated based on the percentages published by the Institute of Transportation Engineers (1TE), Trip Generation, Sixth Edition, for similar land uses. A trip generation summary for the project for a weekday PM peak hour is provided in Exhibit 9. Exhibit 9 Project Trip Generation PM Peak Hour Land Use Designation I Number of Units Rate per Unit PM Peak Hour Vehicle Trips In Out Total High Rise Apt/Condo 1,200 DU's 0.1360563 j 98 65 :. 163 Office 92,062 SF 0.0005985 9 46 55 Retail 36.268 SF 0.0005190 8 11 19 Total 115 122 237 Source: OPA Page 16 • Miami Riper Renaissance MLSP Traffic lmnac! Stud 4.3.2 Project Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 662, shown in Exhibit 10. The Cardinal Distribution gives a generalized distribution of trips from a TAZ to other parts of Miami -Dade County. For estimating the trip distribution for the project location, consideration was given to conditions such as the roadway network accessed by the project, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. Exhibit 11 shows the project trip assignment to the impacted roadway segments and intersections. Exhibit 10 Cardinal Distribution TAZ 662 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"/0 Page 17 P d OJE% MIAMI RIVER RENAISSANCE PROJECT TRIP ASSIGNMENTS EX- B[T No. Pans 18 1 J • Miami River Renaissance ML-!SP Traffic Impact Study 4.4 Future Traffic Conditions Background growth and committed development trips were combined with the adjusted 2002 existing traffic to get the total 2009 traffic without project on the study roadway segments and intersections. The project trips were then added to obtain the future with project volumes, Exhibit 12 shows the total PM peak hour traffic volumes at the roadway links and intersections under study. 4.4.1 Roadway Capacity Analysis Roadway link analysis was performed for future traffic conditions with project. The resulting roadway link analysis is presented in Exhibit 13. All roadway links analyzed are projected to operate within the established LOS E threshold. Exhibit 13 Future Roadway Capacity Analysis with Project Weekday PM Peak Hour Conditions Roadway Limits Direction Number of Lanes I Future ' with project Volume i Peak Direction 1 Service 1 Volume (LOS E)1 LOS Miami SE 2 Street Avenue to SE 3 Street SB 3L one-way 568 2,990 C SE 3 Street Miami NB 1LD 98 820tC Avenue Avenuedwy project SB 2LD 680 1,660 Miami project dwy toNB 2LD ��� 545 1,660 C Avenue ! Miami Avenue j Bridge SB 2LD 683 1,660 C SW/SE 3 SW 2 Avenue EB ILU 100 6602 C Street2 to SW1Ave WB 1LU 290 660 C SW/SE 3 Su' 1 Avenue EB 1LU 137 660 C Street` MiarnitAvenue WB 1LU 194 660 C ' Based on FDOT's Qualiy/LOSHandbook Generalized Tables .,See Appendix C. 2 Based an the closest category in FDOT's Quaiuy/LOS Handbook Generalized Tables. The intersection controls flow and capacity of the segment. HCS unsi2nalized intersection analysis resuits are within the city's adopted LOS E threshold_ Page19 w N M/ql! RIVER SW 3 ST 29- , METRORAIL PROJECT SITE * SW7 ST NOTE, SW 2 avenue r are *emp0,0ri:y c l o5ea recensr:Jcs froffH7`- VmP,SGr'e not eoresecto-:te flow Dcrerng. 4 3 4 dPe PROJECT: MIAMI RIVER RENAISSANCE FUTURE WITH PROJECT PM PEAK HOUR EXH S T No 12� Face 20 • • • Miami River Renaissance MCSP Tralc Impact Stud, 4.4.2 Intersection Capacity Analysis Exhibit 14 shows the resulting LOS at the intersections under study. All four intersections operate within the LOS E standard adopted by the city. Intersection capacity analysis worksheets are provided in Appendix D. Exhibit 14 Future Intersection Capacity Analysis Weekday PM Peak Hour Conditions Intersection LOS Miami Avenue/I-95 off -ramp C Miami Avenue/South 3 Street B Miami Avenue/ South 7 Street D SW 2 Avenue/SW 3 Street C SW 3 Street/Driveway B Miami Avenue/Driveway B Source: IPA Page 21 • • • Miami River Renaissance MUSP traffic impact Study 4.4.3 Site Access Access to the project will be on Miami Avenue and SW 3 Street. The driveway on Miami Avenue will operate with right -in / right -out movements only. No conflicts will occur with existing driveways. The project trips were assigned to the driveway and analyzed. Unsignalized HCS analysis results show adequate operations. The analysis worksheets are included in Appendix D. Page 22 • • Miami River Renaissance MUSP Traffic Imnac<' Study 5,0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of Miami River Renaissance was performed in accordance with the requirements of the Downtown Miami DRl Development Order. Analysis of future (2009) traffic conditions with the project during PM peak hour shows that the Downtown Miami DR1's adopted Level of Service E standard 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 roadway segments analyzed. In addition, transportation control measures that can be applied to reduce auto trips are included in Appendix F. rnusp_073102.doc Page 23 • • • Appendix A Approved Transportation Methodology • • DAVID PLUMMER & ASSOCIATES, INC. T RANSRCRTATICN • C=V!L • STRUCTURAL • EfNViRQNMENTAL To: Affiliation: From: RE: cc: Mr. Raj Shanmugam, PE URS Corporation Sonia Shreffler-Bogart, PE Miami River Renaissance - #02130 Mr. Clark Turner; Ms. Lilia Medina; Ms. I Fax #: (954) 739-1789 Phone #: (954) 739-1881 Date: June 21, 2002 Pages: 4 page(s), including cover nes Marrero-Priegues; file The Epoch Corporation is pursuing City of Miami approvals for a multi -use project on the northwest quadrant of the Miami River and South Miami Avenue in Downtown Miami. The project consists of 824 residential dwelling units, 203 "extended stay" hotel rooms, 13,460 square feet of ancillary retail, and 15,358 square feet of office space. Access to the project will be on Miami Avenue and SW 3 Street, with a drop off bay for the hotel on SW 3 Street. We are hereby requesting that we discuss the proposed methodology for the subject MUSP traffic impact study. The proposed methodology for the single phase analysis is as follows. • Turning movement traffic counts will be collected during the PM (4:00-6:00) peak period at four major intersections in the immediate project vicinity. However, the temporary closure of the SW 2 Avenue bridge has distorted notuial travel patterns in the area. Therefore, we will research historical traffic counts and use them as a guide to reconstruct normal travel patterns. This would be combined with new counts as needed to supplement and provide an "existing conditions" base scenario. 1. Miami Avenue /I-95 exit ramp 2. Miami Avenue / SE 3 Street 3. Miami Avenue / SW 7 Street 4. SW 2 Avenue / SW 3 Street In addition to these intersections, we will analyze the project driveways. • Se5ment volumes will be collected either as 24 hour machine counts or from the turning movement traffic counts at the following locations: 1. SW 3 Street (Miami Avenue — SW 1 Avenue) 2. SW 3 Street (SW 1 Avenue — SW 2 Avenue) 3. Miami Avenue (SW 3 Street — project driveway) 4. Miami Avenue (project driveway — Miami Avenue bridge) 5. Miami Avenue (SW 2 Street — SW.3 Street) +'50 PONCE ..t LEON SoUL 'VARo CORAL GOSLES.. LORCA. 33t;a TELSPHCNS 305 1. 7-0900. EA.A 305 444--1- E-M.A C.ca;cS dicAur me ovm dP° EXCEECifNG CLIENT EXPECTATIONS • • Available Florida Department of Transportation (FDOT) counts will be consulted where appropriate. • Raw traffic counts will be adjusted to annual average traffic conditions using the most recent weekly volume and axle correction factors published by the FDOT, as appropriate. • The signal timing and phasing at the study signalized intersections will be obtained from Miami -Dade Count. • Highway Capacity Software (HCS) based on the 2000 Highway Capacity Manual (HCM) will be used for existing and fixture intersection capacity analysis. • Segment/Link Analysis will be based on the most recent FDOT Quality/Level of Service Handbook guidelines (and/or ART —PLAN). • Background Traffic. A growth factor consistent with historical annual growth in the area will be applied to the existing traffic volumes. • Committed Developments. - ill be based on list of relevant projects provided by city's consultant. • Project Traffic. Trip generation for the project will be estimated using the rates published in Attachment D-I: Downtown Miami DRI Facilities Trip Generation Analysis, submitted to the South Regional Planning Council in September, 1994_ • Trip Assignment. Net new external project traffic will be assigned to the adjacent street network using the appropriate cardinal distribution from the Metro -Dade Long Range Transportation Plan Update, published by the Metropolitan Planning Organization. Normal traffic patterns will also be considered when assigning project trips. • Future Traffic Conditions. Project traffic will be combined with projections of future traffic without project, Intersection capacity analyses will be performed for these conditions at the four study intersections and the proposed project driveways. Segment capacity analysis will be performed for the six segments for these conditions also. We hope to reach an agreement on the study methodology quickly, as we must proceed with the traffic analysis immediately. If you have any questions you can contact me at (305) 447-0900. traftTh rneth lax.doc 1750 PONCE DE LECN BOULEVARD CORAL GABLES. FLORIDA 33134 TELEPHONE. 305 447-0900, FAX 305 444— °P.6 E-MAIL: dpaCdpiummer.c3m EXCEEDING CLIENT EXPECTATIONS • Miami River Renaissance #02130 Sw Nw'stSt sw ?Ty, 5t Ne )s.S1 G 6th St I SG 7t h S' 02002 tvtapQusst.corn, Inc., 02002 Navigation Technologies • ' rIchts_rserved._Use Subiect to icense/Copyright SEND TO PRl1ATE Ba, IZEMIMMI • • • • ! 8 \ SOUTH NIIMAI AVENUE c<' l b 0. • K.; 0 • .._ BSVHd E 3SVHd E 3RVHd 6 DSVHci COHCALTE SlIEWALX \ . •1 . • > < • 4 1 t 0 • • rri z ?<3 . x 1.E3ELLS OHC 'M'S TeleCorrference Services 3nc-A,1 0(-17 • Reservation Confirmation Page 02 of 02 Conference ID: A SB 7466 Please Deliver To: ROSIE BERUVIDES At: (305)447 0900 Fax Nurnher: (305)444.4986 FeleConterence Folder ID: 6217258 TIIIH fflrsl Name 'SONIA INES fCt.AHK III IA ;RAJ OPERATOR DIALED PARTICIPANT LIST MO I last Name BOGART MARRERO 111HNEI MEUINA SAHNMUGAM Roach Numher (:105)447-09f1(l (305)755 5811 (385)41111415 (30514 11'r 1415 (954) 739-1 t381 Ext. 0 ar 0 2 —4 O6:24'2002 18:49 FAX act • • • Fax: To: URS 5100 N.W. 33' Avenue, Suite 150 Fort Lauderdale, Honda 33309 954.739,1881 Fax: 954.739.1789 FAX TRANSMISSION COVER SHEET 305 444.4986 Sonia Shreffler-Bogart Of: David Plummer & Associates, laic. Re: Miami River Renaissance Date: June 24, 2002 Sender: Jerui L. King, P.E. Cop YOU SHOULD RECEIVE 21'AGE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES; PLEASE CALL (954) 739-1881. Attached, please End our one correction to the methodology memo for the above-rnentioned project. If you have any questions, feel free to call rr e. Thank you, g7F 06 24;2D 16:50 FAX YJC; Li/ 1101fL i4 di']^,4�14C tfb 2002 t:,LIC, rL • • Available Florida Departrnent of Transportation (FOOT) counts will be consulted where appropriate. • Raw traffic counts will be adjusted to annual average traffic conditions using the most recent weakly volume and axle correction factors published by the MOT, as appropriate. • The signal timing and phasing at the study signalized intetrsections will be obtaixted from Mi -Dade County. • Highway Capacity Software (HCS) based on the 2000 Highway Capacity Manual (HCM) will be used for existing and future intersection capacity analysis. • Segment/Link Analysis wii2 be based on the most recent FDOT Qualitvil.-evel of Service handbook guidelines (and/or ART —PLAN). • B ackgr'oufd Traffic. A growth factor consistent with historical am gal growth in the area will be applied to the existing traffic volumes.' • Committed Developments. Will be based on list of relevant projects provided by c • Project Traffic_- Trip generation far the project will be wstixuated using the rates published in Attachm t D-I Downtown Miami DRI Facilities Trip Generation Analysis, submitted to the South Regional Phoning Council in September, 1994. • Trip Assignment. Net new external )sojcct traffic will be assigned to the adjacent stet network using the appropriate cardinal distribution from the Metro -Dade Long Ran Trarcr artnlion Plan update, published by the Metro oitt n Plannin anszation. Normal traffic patterns will also be considered when. assigiing project trips. • Future Traffic Conditions. Project traffic c will be combined with projections of future ira.Ec without project, Intersection capacity analyses will be performed for these conditions at the four study intersections and the proposed project driveways. Segment capacity analysis will be performed for the,(segments for these conditions also. Wehope to reach an agreement cu the study methodology quickly, as we must proceed with the traffic analysis immediately. If you have any questions you can contact me at (305) 447-0900. 7a G meti7_ 4oC 1750 PONCE DE _Ecru BOUL1VAAD CORAL. ZrA.8LE5. F.JRIDA 33134 ELEP CNE: 906 447- 9Ck1. FAX 305 4I4-4966 rt-MA4L: dp"a®CDlurrirner.Zrn QcCEiAMNG CLEMT EXPCr'7A1iOr6 • • 1110 Appendix B Traffic Counts & Signal Timings • SW 2 Avenue Bridge Closing Posted Detour • • 11J..Lr CULTURAL CENTER CULTURAL S.E 2ST S-:. 3 ST RISC. BLVD WAY LEGEND • Denotes asproxt tat* ICGalion of detour aign PROJECT SITE S.W- 8 ST. S.W. 9 ST. S.W 10 ST. w 2 cn FOR + ' LLAS .t. RK NE 3ST. N.E. 2 ST N.E_ . ST FLAGLER ST S.E. 1 ST CONV NTION LATER MIAMI RIVER RENAISSANCE • Summarized Traffic Counts • • • • • OAVID PLUMMER 8 ASSOCIATES. Project Location: Observer: 3riC. Name: TURNING MOVEMENT COUNTS Miami River Renaissance Project Number: Count Date: Day of Week: Thursday 02130 Miami Avenue & 1-95 off -ramp 07/1112002 Traffic Survey Specialists, Inc. Miami Avenue 1-95 off -ramp TIME INTERVAL NORTHBOUND IF SOUTHBOUND EASTBOUND WESTBOUND 1 GRAND TOTAL T R TOTAL L T R TOTAL R1 R2 U TOTAL L T R TOTAL 04:15 PM 04:30 PM 0 0 0 0 0 90 0 90 48 19 15 82 0 0 0 0 172 04:30 PM 04:45 PM 0 0 0 0 0 89 0 89 38 21 15 74 0 0 0 0 163 04:45 PM 05:00 PM 0 0 0 0 0 79 0 79 36 12 15 63 0 0 0 0 142 05 40 PM 05 15 PM 0 0 0 0 0 115 0 115 35 14 14 63 0 0 0 0 178 05:15 PM 05 30 PM 0 0 0 0 0 138 0 138 42 19 10 0 0 0 0 209 05.30 PM 05:45 PM 0 0 0 0 0 120 0 120 43 13 11 67 0 0 0 0 187 05:45 PM 06:00 PM 0 0 0 0 0 126 0 126 41 11 4 56 0 0 0 0 182 -- 06'00 PM 06:15 PM 0 0 0 0 0 0 142 0 142 32 10 7 49 0 0 0 0 191 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Miami Avenue 1-95 off -ramp TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND r WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL R1 R2 U TOTAL L T R TOTAL 05:15 PM 06.15 PM 0 0 0 0 0 542 0 542 163 55 33 250 0 0 792 ~ PEAK HOUR FACTOR N/A 0.93 0.86 N/A 0.92 Note: 2001 FOOT Seasonal Weekly Volume Factor = 1.03 Miami I-g5nfff2l xis • • • DAV€D Pi UMMER & ASSOCIATES, Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Miami River Renaissance Project Number: Count Date: Day of Week: Thursday 02130 Miami Avenue & SW 3 Street 0711112002 Traffic Survey Specialists, Inc. Miami Avenue SW 3 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R 11t�TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04 15 PM 04.3a PM 34 0 83 117 78 73 6 ® 0 7 46 ® 0 0 0 0 327 0a:3a PM ❑a:a5 PM 22 0 123 145 55 92 1 148 0 11 78 89 0 0 0 0 382 as a5 PM a5 as PM 34 0 77 111 47 79 1 127 0 21 64 85 0 0 0 0 323 05:a PM a5 15 PM 58 0 139 197 48 112 4 164 0 17 92 109 0 0 0 0 470 05:15 PM 05.30 PM 33 0 130 163 65 131 3 199 0 29 67 96 0 0 0 0 458 05.30 PM 05 45 PM 34 0 112 146 69 102 5 176 0 22 48 70 0 0 0 0 392 06,00 � lin�� 0 PM 06,15 PM 28 0 100 184 0 17 59 76 0 0 0 388 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Miami Avenue SW 3 Street TIME INTERVAL NORTHBOUND r : • r : r ■ l WESTBOUND GRAND TOTAL L T R TOTAL R TOTAL L T R - TOTAL L T_ R TOTAL 05:00 PM 06:00 PM 152 0 503 655 # r93 278 3710 0 0 0 1,764 PEAK HOUR FACTOR 0.81 # • # 0.83 NIA 0.91 Note: 2001 FDOT Seasonal Weekly Volume Factor = 1.03 Miarni 3St.xls • • • DAVID PLUMMER E. ASSOCIATES. Project Location: Observer: INC Name: TURNING MOVEMENT COUNTS Miami River Renaissance Project Number: Count Date: Day of Week: Thursday 02130 Miami Avenue & SW 7 Street 0711112002 Traffic Survey Specialists, Inc. Miami Avenue SW 7 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL I L T 1 R TOTAL 04,15 PM 04 30 PM 77 74 0 151 0 0 0 0 0 0 0 0 0 140 11 151 302 04 30 PM 04.45 PM 103 105 0 208 0 0 0 0 0 0 0 0 0 198 20 218 426 _. 04 45 PM 05 00 PM 96 80 0 176 0 0 0 0 0 0 0 0 0 178 21 199 375 05 00 PM 05 15 PM 149 127 0 276 0 0 0 0 0 0 0 0 0 292 31 323 599 65:15 PM 05.30 PM 102 910 193 0 0 0 0 0 0 0 0 0 227 32 259 452 05.30 PM 05 45 PM 136 100 1 236 0 0 0 0 0 0 0 0 0 241 22 263 499 05:45 PM 06 00 PM 97 89 1 186 0 0 0 0 0 0 0 0 0 206 30 236 422 06 00 PM 06:15 PM 89 90 0 179 0 0 0 0 0 0 0 0 0 223 17 240 419 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS l Miarni Avenue SW 7 Street TIME INTERVAL NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL [ L T R A TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 05:00 PM 013 00 PM 499 419 0 918 0 0 0 0 0 0 0 Ma 0 995 118 1,113 2,031 PEAK HOUR FACTOR 0.81 N/A NIA 0.84 0.82 ___I Note: 2001 FDOT Seasonal Weekly Volume Factor = 1.03 • • • DAVID PLUMMEN 3 ASSOC Al ES, INC. TURNING MOVEMENT COUNTS Project Name: Miami River Renaissance Project Number: 02130 Location: SW 2 Avenue & SW 3 Street Count Date: 07111/2002 Observer: Traffic Survey Specialists, Inc. Day of Week: Thursday SW 2 Avenue SW 3 Street TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 04.15 PM 0a s�1 PM 2 3 0 5 11 2 2 ® 15 17 0 32 © 14 12 28 80 04:30 PM 04:45 PM 0 2 2 4 13 3 6 22 18 49 0 67 0 8 26 34 127 04.45 PM 05:00 PM 1 2 4 7 19 2 8 29 6 33 0 39 1 12 25 38 113 05 00 PM 05:15 PM 1 3 1 5 25 0 3 28 21 42 1 64 1 26 20 47 144 05 15 PM 05:30 PM 0 0 4 4 18 0 0 18 14 23 1 38 ®� 18 30 90 0530PM 0545PM 0 1 2 3 7 1 5 13 8 25 0 33 1 18 32 81 05 45 PM 06 a0 PM 0 0 2 2 14 1 3 18 5 33 0 38 0 16 15 31 89 0600PM 0615PM 0 0 1 1 13 0 0 13 7 17 1 25 1 ® 10 22 61 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS SW 2 Avenue SW 3 Street TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL • • L T R TOTAL TOTAL 04:30 PM 05:30 PM 2 7 11 21 77 5 18 100 61 151 2 214 2 60 92 153 488 PEAK HOUR FACTOR 0.71 0.84 0.78 0.79 0.82 Note: 2001 FOOT Seasonal Weekly Volume Factor = 1.03 • • • DAVa) KUMMER & ASSOC3ATES, Project Location: Observer: SEJC,. Name: TURNING MOVEMENT COUNTS Miami River Renaissance Project Number: Count Date: Day of Week: 02130 Miami Avenue & 1-95 S Ramp 1126/99 Tuesday Florida International University Miami Avenue 1-95 S Ramp TIME INTERVAL N NORTHBOUND S SORTHBOUND EASTBOUND [ WESTBOUND GRAND TOTAL] L T T R TOTAL] L j T R TOTAL { L T R TOTAL L T R TOTAL as t 5 PM 04 30 PM 0 0 0 0 0 119 0 119 0 72 18 90 0 0 0 0 209 04:30 PM 04 45 PM 0 0 0 0 0 92 0 92 0 59 21 80 0 0 0 0 172 04 45 PM 05.00 PM 0 0 0 0 0 108 0 108 0 43 16 59 0 0 0 0 167 05:pa PM 05:15 PM 0 0 0 0 0 123 0 123 0 44 18 62 0 0 0 0 185 05.15 PM 05:30 PM 0 0 0 0 0 150 0 150 0 50 23 73 0 0 0 0 223 0s sa PM 05:45 PM 0 0 0 0 0 163 0 163 0 57 27 84 0 0 0 0 247 f)5:45 PM 06:00 PM 0 0 0 0 0 131 1 132 0 37 13 50 0 0 0 0 182 06:ao PM O6't5 PM 0 0 0 0 0 141 0 141 0 44 12 56 0 0 0 0 197 Y4V PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Miami Avenue I-95 S Ramp TIME INTERVAL N NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL Ell TOTAL MIMI TOTAL t'©© TOTAL 0515 PM 06 15 PM 0 0 0 0 0 603 1 604 0 194 77 271 0 0 0 0 874 PEAK HOUR FACTOR N/A 0.90 0.78 NIA 0.86 Note: 1999 FDOT Seasonal Weekly Volume Factor = 1.03 Sram@ Miami 99_xi5 • • • OAVED PLUMMER & ASSOCIATES, INC. TURNING MOVEMENT COUNTS Project Name: Miami River Renaissance Project Number: 02130 Location: Miami Avenue & SW 3rd Street Count Date: 8f10101 Observer David Plummer and Associates, Inc. Day of Week: Friday Miami Avenue SW 3rd Street TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L (illegal) T R TOTAL L T R TOTAL L T (illegal) R TOTAL L. T R TOTAL TOTAL 04 00 PM 04.15 PM 0 0 99 99 111 88 2 201 0 12 21 0 0 0 0 321 04 15 PM 04 30 PM 1 0 96 97 76 95 3 174 1 14 19 0 0 0 0 290 04:30 PM 04.45 PM 1 0 81 82 86 74 5 165 15 4 19 0 0 0 0 266 04 45 PM 05:00 PM 3 0 73 76 73 96 3 172 0 10 10 20 0 0 0 0 268 05:00 PM 05:15 PM 2 0 71 73 75 97 2 174 0 7 0 0 0 0 266 0515 PM 05:30 PM 0 0 98 98 79 98 4 181 1 12 9 21 0 0 0 0 300 05:30 PM 05.45 PM 2 0 93 95 67 114 6 187 19 10 29 0 0 0 0 311 05:45 PM 06:00 PM 4 0 93 97 51 116 7 174 0 16 18 34 0 0 0 0 305 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Miami Avenue SW 3rd Street TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND INTERVAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL TOTAL 05:00 PM 06:00 PM 8 0 362 370 277 434 19 730 0 60 45 105 0 0 0 0 1,206 PEAK FIOUR FACTOR - 0.93 0.96 0.76 I N/A 0.95 Note: 2001 FDOT Seasonal Weekly Volume Factor 1,02 SW3sI Miami 01 )(Is • • • DAVID PLUMMER & ASSOCIATES. Project Location: Observer: INC. Name: TURNING MOVEMENT COUNTS Miami River Renaissance Project Count Day of Number: Date: Week: Thursday 02130 Miami Avenue & SW 7 Street 4119f01 Precision Engineering & Surveying, inc. Miami Avenue SE 7 Street TIME INTERVAL N NORTHBOUND SOUTHBOUND EASTBOUND i WESTBOUND GRAND TOTAL L T R TOTAL L T R [TOTAL [ L f T R TOTAL L T R TOTAL 04:00 PM 04. 5 PM 109 61 0 170 0 0 0 0 0 0 0 0 0 154 12 166 336 04: i 5 PM 04:30 PM 103 61 0 164 0 0 0 0 0 0 0 0 0 191 24 215 379 04 30 PM 04,15 PM 107 74 0 181 0 0 0 0 0 0 0 0 0 226 13 239 420 04 .A5 PM 05:00 PM 86 43 0 129 0 0 0 0 0 0 0 0 0 231 21 252 381 05 00 PM 05:15 PM 135 74 0 209 0 0 0 0 0 0 0 0 0 259 42 301 510 05.15 PM 05:30 PM 145 80 0 225 0 0 0 0 0 0 0 0 0 346 28 374 599 05 30 PM 05:45 PM 158 79 0 237 0 0 0 0 0 0 0 0 0 263 24 2 287 524 05 45 PM 06:00 PM 133 74 0 , 207 0 0 0 0 0 0 0 0 0 250 20 270 477 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS Miami Avenue SE 7 Street TIME INTERVAL N NORTHBOUND SORTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L R TOTAL iii�©© 0 TOTAL o5:00 PM 06:00 PM 560 301 0 860 0 0 0 0 0 0 0 0 1096 112 1,207 2 068 PEAK HOUR FACTOR 0.93 NiA 0.82 0.88 Note: 2001 FDOT Seasonal Weekly Volume Factor = 0.98 • • • °AVID PLUMMER & ASSOCIATES, Project Location: Observer: INC Name: TURNING MOVEMENT COUNTS Miami River Renaissance Project Number: Count Date: Day of Week: Tuesday 02130 SW 2nd Avenue & SW 3rd Street 6/19/01 Traffic Survey Specialists, Inc. SW 2nd Avenue SW 3rd Street J TIME INTERVAL 0<4 00 PM 04.15 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRAND TOTAL L 13 T 1 47 R 4 TOTAL L T R TOTAL Imm L T R TOTAL 1 L T R TOTAL 64 65 IIMM 11 4 41 56 13 © 7 23 215 04.15 PM 04,30 PM 1 1 37 3 51 41 47 7 0 30 37 3 0 8 11 146 04 30 PM 04 45 PM 8 57 8 73 52 56 14 3 70 87 8 1 10 19 235 04:45 PM 05:00 PM 14 43 1 58 0 46 ® 48 6 0 37 43 ® 2 9 22 171 05.00 PM 05:15 PM 22 64 2 88 ® 64 © 69 8 0 32 40 20 6 14 40 237 05:16 PM 05.30 PM 20 43 1 64 54 0 56 7 3 33 43 31 1 10 42 205 05:30 PM 05:45 PM 21 47 1 69 61 1 64 7 5 50 62 18 3 9 30 225 05 45 PM 06 00 PM 12 30 8 50 10 33 © 50 8 8 23 39 12 14 14 40 179 PM PEAK HOUR TURNING MOVEMENT COUNT SUMMARY ANNUAL AVERAGE DAILY TRAFFIC CONDITIONS SW 2nd Avenue SW 3rd Street TIME INTERVAL NORTHBOUND SOIJTHBOUN© EASTBOUND WESTBOUND GRAND TOTAL L T R TOTAL L T R TOTAL L T R TOTAL L T R TOTAL 04:30 PM 05:30 PM 64 207 12 283 7 216 6 229 35 6 172 ® 70 10 43 123 848 PEAK HOUR FACTOR 0.80 0.83 0.61 0.73 0.89 Note: 2001 FDOT Seasonal Weekly Volume Factor = 1.00 SW2ave SW3st OL,xls • • • -0AV:C PLLJMMSR [ ASSCCI4 T &S. INC. 24-HOUR COUNTS Project Name: Miami River Renaissance Location: Miami Avenue between SW 2 Street & SW 3 Street Observer: Traffic Survey Specialists, inc. BEGIN TIME I! NORTHBOUND Est 11412nd 1l4 3rd 1,4 4t}? 1,4 TOTAL 12:00AM: 0 1 0 0 0 01:00 AM 0 i 0 0 0 0 02:00 AM I 0 0 I 0 0 0 03:00 AM i 0 0 0 f 0 0 04:00 AM 0 0 0 0 0 05:03 AM 0 ? 0 0 0 0 05:90 AM 0 0 0 0 0 07:00 AM 1 0 0 I 0 0 0 ae:oo AM 0 0 f 0 0 0 09:00 AM, 0 0 0 0 0 10:00AMI 0 0 0 0 0 11:04 AM G 0 0 0 0 12:00PM 0 0 0 0 0 01:00 PM. 0 j 0 , 0 0 0 02:0C PM t 0 } 0 I 0 0 0 0300PM 0 I 0 0 0 i 0 04 00 PM' 0 G 0 0 0 0500 PM I 0 j 0 0 0 0 06:00PM1 0 0 I 0 0 0 07:00 PM ` 0 0 ; 0 0 0 06:00 PM 0 0 0 0 0 0s:ca PM 11 0 0 I 0 0 0 MI 10:0e P0 [ 0 0 0 0 f 100 PM; 0 f 0 I 0 0 0 24-HOUR TOTAL.L 0 NORTHBOUND Project No.: 02130 Count Date: 07/1112002 BEGIN TIME SOUTHBOUND 1st @14I2nd 1/4 3rd 1;4i 4t't 1/4 TOTAL 120e AM 1 4 10 8 3 i 25 01:00AM 8 i 2 2 3 15 32:00 AM 2 1 0 3 3 8 03:00 AM 0 l 2 1 3 6 t35:04 AM 9 13 7 13 os:0a AM 9 21 43 7245 a7:a0 AM 56 39 55 4999 0e:00 AM 85 72 85 91 333 ns ao AM 91 83 73 79 326 1o'.aoAM 70 67 57 80 [ 274 t:00 AM i 82 78 69 80 i 12:ao PM 90 98 9G 87 , o1:aa PM : 94 72 83 6fl : 02 oa PRt 69 71 70 74284 a3.0o PM ! 74 73 8fl 84 31 104:00 PM 87 75 85 80 327 05:0a PM . 108 1 17 105 119 449 06:00 PM = 127 I 98 72 63 f 360 07:00 PM 4 61 44 45 154 0e:00 PM. 40 44 30 37 151 09:00 PM' 35 22 22 38 117 10.00 PM 14 } 32 16 21 83 1'GC PM 13 15 22 18 F 68 24-HOUR TOTAL 4,672 DAILY TRAFFIC COUNT SUMMARY SOUTHBOUND AM Peak Hour: Time: 12:00 AM Volume: 0 AM Peak Hour: Time. 08:30 AM Volume: MIDDAY Peak Hour: Time: 10.45 AM Volume: 0 MIDDAY Peak Hour: Time: 12:15 PM Volume: PM Peak Hour: Time: 33:30 PM Volume: 0 PM Peak Hour: Time: 05:15 PM Volume: NORTHBOUND AND SOUTHBOUND AM Peek Hour: Time: 05:30 AM Volume: 350 K-Factor 7.5% PHF: 3.96 D-factor 100,0% 56 MIDDAY Peak Hour: Time `12:15 PM Vo#ume: 369 K-factor 7,9% PHF: 0.94 0-factor. 100.0% S8 PM Peak Hour'. Time: 75:15 PM Volume: 468 K-factor. 10.0% PHF_ 0.92 D-factor 100.0% 56 TWO-WAY TOTAL 25 15 8 6 12 42 145 199 333 326 274 309 365 309 284 311 327 449 360 154 151 117 83 68 4,672 350 369 468 Miami 3S1-2St.XLS • • • DAVID PLUMMER 3 ASSOCIATES. INC. 24-HOUR COUNTS Project Name: Miami River Renaissance Location: Miami Avenue North Side of Bridge Observer: Traffic Survey Specialists, Inc. BEGIN j' TIME , NORTHBOUND 1st 1/4 2nd 1/413£d 1/4 4th 1;4 TOTAL 12:00AM1 18 8 4 4 E 34 01:00AMj 3 I 6 4 1 14 02 6 7 3 03:00 AM1 1 0 2 9 9 04:0oAMI 2 0 5 4 ! 11 05:00 AM 3 111EMI11 13 30 06:00 AM 26 € 23 49 75 173 07:00 AM 71 o74 103f 162 I 410 06:00 AM i 130 157 142 161 I590 09:00AM? 87 137 110 105 ;439 1000 AM 89 124 86 114 11:00AM 64 117 114 9 386 i 12:00 PM 9 116 113 125 80 434 01:00 PM i 185 136 150 147 I 618 02:00 PM j 134 113 71 153 i471 03:00PM 113 131 118 116 478 04:0o PM i 97 98 E 133 105 ;433 05:oQPMj 176 136 144 122 ! 578 06:00 PM 114 90 98 68 i 1 07:00 PM i 70 72 62 44 248 0800PM 43 46 27 32 . 148 09:00 PM 28 37 30 29 124 1000 PM 30 25 18 29 102 11:00 PM 17 25 30 30 102 24-HOUR TOTAL 6,632 NORTHBOUND Project No.: Count Date: BEGIN TIME SCUT' BOUND 1st 11412nd 1/4 3rd 1/414th 114 TOTAL 12:G0 AM 10 11 1 10 32 01:00 AM 8 3 3 i 6 20 02:00 AM 2 4 4 S I 15 03:00 AM 0 4 1 i 2 04:00 AM 0 7 4 4 15 05:00 AM 6 6 5 15 32 0600 AM 22 26 39 42 129 07:00 AM 60 57 60 67 244 08:00 AM 91 91 109 , 124 415 09:00AM 77 147 113 84 421 10:00 AM 69 124 97 108 398 1100AM 101 116 108 132 457 12:00 PM 145 149 130 72 496 0100PM 167 106 120 96 489 02:00 PM 111 99 66 127 403 03:00 PM 104 111 114 98 427 0400PM 118 108 160 133 519 05:90PM 185 194 151 162 692 06:00 PM 162 115 75 86 438 07:00 PM 84 74 49 66 273 08:00 PM 47 49 33 45 174 09:00 PM 48 40 24 38 150 0:00 PM 36 38 27 17 118 11:00 PM 24 20 22 14 80 24-HOUR TOTAL 6,444 DAILY TRAFFIC COUNT SUMMARY AM Peak Hour: Time: 07:45 AM Volume: 591 MIDDAY Peak Hour: Time: 01:00 PM Voiume: 618 PM Peak Hour: Time: 05:00 PM Volume: 576 AM Peak Hour. MIDDAY Peak Hour. PM Peak Hour SOUTHBOUND NORTHBOUND AND SOUTHBOUND Time: 08:45 AM Volume: Time: 11:45 AM Volume: Time: 05:00 PM Volume: AM Peak Hour Time: 08:00 AM Volume: 1,005 K-factor: 7.7 /° PHF: 0.88 04actor 58.7% NB MIDDAY Peak Hour: Time: 01:00 PM Voiume: 1.107 K-factor: 8.5% PHF: 0.79 D-factor 55.8% NB PM Peak Hour Time: 05 00 PM Volume: 1,270 K-factor: 9 7% PHF, 0.88 D-factor 54,5% SB 02130 07/11/2002 TWO-WAY I TOTAL 66 34 32 16 26 62 302 654 1,005 860 811 843 930 1,107 874 905 952 1,270 808 521 322 274 220 182 13,076 461 556 692 Miami Nofbrldoe.XLS • • • 3AV1O PLUMMER & A55GCIATE5. INC. 24-HOUR COUNTS Project Name: Miami River Renaissance Location: SW 3 Street between SW 1 Court & SW 2 Avenue Observer: Traffic Survey Specialists, inc. BEGIN TIME EASTBOUND 1st 1;4 2nd 1i4 3rd 11414th 1!4il TOTAL 12:00AM 3 - 1 3 1 8 01:00 AM 1 1 1 0 1 3 02:00 AM 2 3 0 1 i 6 03:00 AM 0 2 0 0 i 2 04:00AM 0 3 2 1 ? 3 05:00 AM 2 3 4 4 € 13 06:30 AM 6 8 14 19 47 : 07:03 AM . 16 13 27 21 77 ' 08:3C AM 35 28 36 36 135 ' 09:00 AM 41 37 40 33 151 1 1340 AM 33 32 34 35 134 11:00 AM j 44 55 38 53 200 12:00 PM II 57 69 47 43 216 01:00 PM 44 45 49 48 186 02:00 PM 47 35 46 46 174 03:00 PM 32 42 33 24 131 04:90 PM 1 38 i 28 55 53 174 35:00 PM! 63 39 31 47 180 0600 Pm I 33 19 20 18 90 07.00 PM 16 15 16 14 51 38:00 PM 1 13 11 6 10 t 40 O9:00 PM' 11 7 9 1 28 1000 PM 8 6 9 3 26 1100 Pmi 4 3 i 1 3 11 124-HOUR TOTAL 2.096 EASTBOUND Project No.: Count Date: BEGIN 1 TME : WESTBOUND lot 1/4 2nd 1141 3rd 1(4 4th 1141 TOTAL 12:OOAM= 1 2 0 2 5 i :01:40AM{ 3 1 1 1 fi I32:00AME 0 0 0 2 2 03:30 AM' 1 1 0 0 2 I04:0O AM. 1 0 2 1 4 05:30 AM' 4 2 3 7 16 06:00 AM 19 20 35 48 122 137.30 AM 74 56 77 101 308 0800 AM 59 83 54 60 256 09:00 AM 55 69 63 66 i 253 10:00 AM 53 52 55 54 214 11:00 AM' 38 51 52 32 173 12:00 PM ' 43 46 51 41 151 01:00 PM 74 64 55 73 266 02:00 PM 49 48 31 37 165 03:00 PM 51 59 40 47 197 04:00 PM 28 27 30 38 123 05:00 PM 38 28 30 27 123 06:00 PM 21 19 14 19 ? 73 07.00 PM 19 14 9 10 52 08:00 PM 7 i 7 13 12 39 09:00 PM 8 6 2 6 22 10:00PM. 4 6 4 3 17 11:00PM: 6 6 3 4 19 24-HOUR TOTAL 2,638 DAILY TRAFFIC COUNT SUMMARY AM Peak Hour: Time: 10:30 AM Volume: 168 MIDDAY Peak Hour: Time: 11:45 AM VOiume: 236 PM Peak Hour: Tme: 04:30 PM Vo€ume: 210 WESTBOUND 02130 07/1112002 TWO-WAY TOTAL 13 9 8 4 7 29 169 385 391 404 348 373 397 452 339 328 297 303 163 113 79 50 43 30 4,734 AM Peak Hour: Time: 37:30 AM volume: 320 MIODAY Peak Hour: Time: 01:00 PM Vaiume: 266 PM Peak Hour: Time: 03-30 PM Volume: 142 EASTBOUND AND WESTBOUND AM Peak Hour: Time: 07:30 AM Volume: 431 K-factor: 91% PHF. 0-88 D-factor: 74.2% WB MIDDAY Peak Hour Time: 01:00 PM Volume: 452 K-factor: 9.5% PHF: 0.93 D-factor. 58.8% W8 PM Peak Hour: Time: 04:30 PM Volume: 344 K-factor: 7.3% PHF 0.85 D factor', 31-0% E8 3st lct-2Ave.XLS • • • OAv4 PLVMMER & ASSOC:ALES. :NC. 24-HOUR COUNTS Project Name: Miami River Renaissance Project No.: 02130 Location: SW 3 Street between South Miami Avenue & SW 1 Court Count Date: 07111/2002 Observer: Traffic Survey Specialists, inc. BEGIN i EASTBOUND} TIME 1st 1r4 2nd 1/4 3rd 1/414th 1/4 TOTAL 12:00AM�€ 6 3 5 1 V 14 01:00Ak1[ 0 0 3 0 3 02:00 AM 2 1 3 1 4 03:00 AM1 0 0 1 0 1 1 04:00 AM` 2 2 0 0 4 05:00 AM 0 0 1 4 5 06:00AM- 5 10 6 15 36 07:00 AM i 12 8 16 23 59 08:00 AM 17 36 I 34 41 128 09:00 AMii 35 34 29 29 127 l 10:00 AM I 26 38 32 48 144 11:00 AM 49 41 59 43 192 12:00 PM 64 53 53 38 208 01:00 PM 46 48 39 28 161 02:00 PM 56 43 54 46 199 03:00 PM1 49 65 53 38 205 104:00 PMI 47 47 87 64 245 1 05:00 PM 94 I 92 56 73 315 06:00 PM 60 40 32 24 • 156 07:00 PM 36 22 20 24 102 06:00 PM 14 I 13 9 15 51 09:00 PM 12 8 8 2 30 10:00 PMi 11 10 8 2 31 1100PM 6 2 3 3 14 24-HOUR TOTAL t 2,434 EASTBOUND BEGIN TIME ! WESTBOUND 1st 1/4,2rd 114 3rd 1/4 4th 1/41 TOTAL 2 11 12:0G AM 2 4 3 01:OOAM 1 5 6 2 14 02:00 AM. 1 1 1 0 i 3 33:OO AM 0 2 1 2 5 04:00 AM 0 2 1 6 I 9 05:30 AM 8 6 9 31 54 06:00 AM I 25 39 50 91 205 07:00 AM 106 97 110 140 ; 453 08:00 AM 163 155 141 160 ! 619 09:00 AM 145 138 127 109 519 10:00 AM 92 93 79 76 340 11:00 AM 78 61 60 63 282 12:00 PM 64 71 57 93 285 01:00 PM 103 90 109 107 409 02:00 PM 76 69 48 75 268 03:00 PM € 70 63 49 51 233 34:130 PM 31 37 30 41 139 05:00 PM 50 34 34 29 147 i 05:00 PM 26 24 14 24 88 07:00 PM 1 25 11 9 12 57 06:00 PM' 11 14 14 17 56 09:00 PM I 13 9 7 15 I 44 10:00 PM 11 8 6 11 j 36 1,00 PM i 7 8 5 6 € 26 24-HOUR TOTA 4.302 DAILY TRAFFIC COUNT SUMMARY AM Peak Hour: Time: 10:30 AM Vaiume: 170 MIDDAY Peak Hour: Time: 11:30 AM Volume: 219 PM Peak Hour: Time: 04:30 PM Volume: 337 WESTBOUND TWO-WAY TOTAL 25 17 7 6 13 59 241 512 747 646 484 474 493 570 467 438 384 462 244 159 107 74 67 40 6,736 AM Peak Hour. Time: 08:00 AM Volume: 619 MIDDAY Peak Hour: Time: 01:00 PM Volume: 409 PM Peak Hour: Time: 03:30 PM Volume: 166 EASTBOUND AND WESTBOUND AM Peak Hour: Time: 06:00 AM Volume: 747 K-factor: 11-1 /o PHF: 0.93 D-factor 82.9 % WB MIDDAY Peak Hour: Time: 01:00 PM Volume: 570 K-factor 8.5% PHF: 0.96 D-factor 71.8% W6 PM Peak Hour Time: 04:30 PM Volume- 492 K-factor. 7.3 % PHF 0.85 0-factor 68.5% EB 'Act Miami-1rt X1 S • Raw Traffic Counts • 1, 07/12/2002 06:38 561-272-4381 MCNALL V PAGE 13 1-35 OFF RAXP TO SX 31D MIST SODTI KTAE AVMS, CAC, FLORIDA SY: IIII' * MALLT •i9 3=61 243 1413rPIDS TRAFFIC SDR'SI SPECIALISTS, I.C. 624 GAIDIXI1 TIIIACI DILRAT BIJICS, TLOIIDA 31444 (5611 272-375S FAX (541) 272-4311 RAMP OILY Site Codt : 00020143 Start 011*: 07/1112 File I.0, : 3STOFFRP Page : 1 S 1II1XI MINDS Pro' forth Pedi Sight Thru Date 07/11/02 16:15 16:30 16:45 17:©0 Ir Total Left TO BISCAY'S Frog Salt Pads Right Thru Left S XIAMI AVBIDS Prot South Pedt Right Thru Left FROM I.95 ?roe Meat Pedi Right Thru Left Vehicle Total 0 15 19 48 15 21 38 1 1S 12 36 2 14 14 33 5 59 66 157 17:15 2 10 19 42 17:30 2 11 13 43 17:45 0 4 1I 41 8r Total 14 32 53 158 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 jj 0 3 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 10 0 0 0 82 37 0 0 0 74 23 4 0 0 63 41 3 0 53 117 0 0 0 1 212 22 4 0 0 71 5! 0 0 0 67 28 0 0 0 56 B 0 0 0 243 *TOTAL, 19 91 119 315 I 0 0 0 0 1 0 0 0 0 i 295 0 0 0 525 • • SI 3ID STRUT L MOTH MIAET 1?Y141Jl I, ?IOUDA D 87: CMS OAQ:S irTi721ED AVIIUI BRIDGE CLOSZD 0 7 / 12, 2002 06: 38 551-272-4381 MCIg-,LL" T11A iC S1f1VIT SPICIALISTS, IIC, 624 BAADi IA TYLAACI WWI DWI, FLORIDA 33444 (5611 272-3255 III (561) 272-4381 RLL VBHICLIS S i41A14I AVM ?rot Iortb Pedi Right Thru Lett Data 07/11/12 16:15 16:30 16:45 0 9 SI 31D STRUT Froa kit Pads Right Tbru Left S XIAWI ATM ?rot South Peds Right Thru PAGE 07 Site Ccde 000201)3 Start Date: 07/11102 File T.D. : 3ST_S '.A ?age : 1 Si 31) STUNT ?rot teat Lott Pedi Right Thru Vehicle Left Total 6 73 1 92 79 iir Total 30 12 356 2 17:15 17:30 17:45 7 24 10 3 131 5 102 4 111 78 55 47 lr Total 62 13 461 263 10 8 10 9 4 0 0 0 0 0 0 0 0 14 3 83 123 17 18 42 2 130 1 112 0 107 0 34 8 0 22 16 0 34 14 46 78 64 42 50 280 7 11 21 17 56 01 0 0' 14 67 29 0 21 48 22 0 14 63 22 327 382 323 470 1502 451 393 392 1631 *TOTAL, 92 25 817 4)1 1 53 • 0 0 0 23 871 0 26f 1 121 517 146 0 3113 07/12;2002 06:38 561-272-4381 MCNALLY PAGE 04 SE 7TS STREET i SOUTH MIAMI AVUU I1M1, FL0IIDA D IT: DICE WEST 21D 1V1101 BRIDGE CLOSED TROPIC SURVET SPECIALISTS, INC 624 GARDENIA TERRACE MIK BEAU, FLORIDA 3:444 (561) 272.3253 FAI (5W 272-4311 ALL VESICLES Site Coda : O0020103 StartDate: 01//11/02 nitI.D. 7S7_91A Page : 1 S MIAMI AVENUE Prot North Pedi Right Thru Left Date 07/11/02 16:15 16:30 16:45 17:15 17:30 17:45 0 0 0 a 0 0 3 0 1 2E:15 0 0 0 0 Br Total 0 0 0 0 0 0 1 1 Sw 7Tli STREET Free East Peds Right Thru Left S cam: AV11U Prow South Pede Right Thru Left SW 7TA STREET Fro: Welt Vehicle ?eds Right Thru Left Total 0 0 0 11 20 21 31 23 143 192 173 212 808 0 32 227 0 22 241 0 30 205 7 101 897 0 0 0 0 0 0 0 0 1 0 1 2 4 0 1 3 0 0 0 4 0 74 105 80 121 316 0 31 D 110 99 3 12 184 0 i 1 ^_0 u 0 12 184 0 1 0 14 77 0a3 96 113 425 102 97 0 0 0 0 0 4 0 0 0 0 6 0 0 0 0 0 1 0 0 0 7' 1 2 71 i 1 0 301 0 424 0 375 0 515 0 170: 0 452 0 499 0 422 1792 0 4 347 1 0 0 347 *TOTAL* 3 0 0 0 • • 1 196 1889 0 11 0 83O 926 j 6 0 0 0 I 3811 07/12/2082 06:38 561-272-4381 MCNALLY ?ACE 10 Sl 31D STi1117 i SW 2110 AY$1fUE MIAXI, ?LCR10L Illk0111110 IT: JIM DAVIS OTT: 2E ATIIDI 881D61 CLOSED TRAP?IC MITI! SPECIALISTS, ITC. 624 GA101IIA 7111ACE DMA! B8AC8, ?L U A 33444 (561 272.1255 ?II (SW 272-4381 ALL Vt8ICLK3 SI 21ID l'tt1S1B Pros lortb Pods light Taro Dste 07/11/C2 16:15 2 I6:30 2 16:45 1 17:G0 Ir Total 7 2 6 8 3 19 17:15 0 a 17:30 1 5 17:45 1 3 1L40 4 _ 0 8r Total 2 8 2 3 2 0 7 0 1 1 0 2 Left S11 3R0 MIST Pros last Peds Right Taro Left SW 28D AVINUI Frog South Peds Right Thra Left Site Code : 00020133 Start Date: 07/1:132 Pile I.D. : 337_2101 Pa e : 1 3M 32D ST2E87 Pros lest Peds light Thro :.eft II 13 19 25 68 18 7 14 13 52 1 12 14 0 26 8 0 25 12 2 10 ..;6 3 83 50 2 3 5 11 18 18 15 10 61 12 13 14 11 52 2 0 1 1 4 0 1 0 1 2 6 0 8 2 5 4 3 1 22 7 1 4 1 2 1 2 3 1 6 9 10 a a 2 0 1 0 0 0 0 1 0 0 0 0 0 8 2 3 1 0 D 1 2 Vehicle Tot a'. 17 49 33 42 141 23 25 13 17 98 15 18 6 21 60 14 8 1 34 80 121 iL' 11: 14! 464 90 81 85 61 321 t7OTAL' 9 27 9 120 14 144 112 6 1 29 15 11 4 • • 4 1 239 94 1 7,55 07/ 13/ 2002 13: 19 561-272-4381 Kt -ALL"' PAGE 09 • Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page ** Data File : D0711004.PRN Station : 000000070701 Identification. : 000058410084 Interval : 15 minutes Start date : Jul 11, 02 Start time : 00:00 Stop date : Jul 11, 02 Stop time : 24:00 City/Town : Miami, FL County : Dade Location : S Miami Avenue Btwn SW 3rd & 2rd Streets * * * * * * * * * * * * * * * * * * * ******************************4 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Jul 11 Southbound Volume for Lane 1 End Time 00 01 02 03 04 _- 15 4 8 2 0 0 30 10 2 0 2 4 45 8 2 3 1 3 00 3 3 3 3 5 Hr Total 25 15 8 05 C6 07 08 09 10 9 ___9 56 Y-85 91 70 82 13 21 39 72 83 67 78 7 43 55 85 73 57 69 13 72 49 91 79 80 80 6 12 -42 -145 -199 333 326 274 309 End Time 12 13 14 15 16 17 ie 19 20 21 22 23 15 90 94 -69 74 - -- 87 108 127 4 y4-- 40 35 14 13 30 98 72 71 73 75 117 98 61 44 22 32 15 45 90 83 70 80 85 105 72 44 30 22 16 22 00 87 60 74 84 80 119 63 45 37 38 21 18 - r Total 365 309 284 311 327 449 360 154 151 117 83 68 24 Hour Total : 4672 AM peak hour begins : 08:30 AM peak volume : 350 Peak hour factor : 0.96 PM peak hour begins : 17:15 PM peak volume : 468 Peak hour factor : 0.92 Jul 11 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 30 0 0 0 0 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 Hr Total C ---0 ---0 0 0 0 0 0 0 0 0 0 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 0 ---C ---C ---C ---C ---C ---0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 C 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 Hr Total 0 C 0 C J---0 0 0 0 0 0 24 Hour Total : 0 AM peak hour begins : AM peak volume : Peak hour factor : PM peak hour begins : PM peak volume : Peak hour factor * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * • 07/13/2002 13:19 561-272-4391 MCNALLV PACE 07 Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 BOUT Totals Page Data File : D0711003.PRN Station : 000000070702 Interval 15 minutes Identification : 000058410067 Intet acme : 00:00 Start date : Jul 11, 02 SStag time : 24:00 Stop date : Jul 11, 02 County : Dade City/Town : Miami, FL Location 5 Miami Avenue North Side of Bridge Jul 11 Northbound Volume for Lane 1 End Time 00 01 15 30 45 00 18 3 86 4 4 4 1 Hr Total 34 14 02 03 04 6 J 1 2 1 6 0 7 0 5 3 2 4 17 9 11 05 3 3 11 13 30 06 07 08 09 10 26 23 49 75 173 71 74 103 162 410 130 157 142 161 590 87 137 110 105 439 End Time 12 13 14 15 16 17 18 19 20 1 15 116 185 134 113 97 176 114 70 43 30 113 136 113 131 98 136 90 72 46 45 125 150 71 118 133 144 98 62 27 CO 80 147 153 116 105 T122 --68 T-44 _32 370 248 148 r Total 434 618 471 478 433 578 89 124 86 114 413 1. 64 _7 114 9_ 386 21 22 23 28 30 17 37 25 25 30 18 30 292 93 0 124 102 102 4 Hour Total : 6632 AM peak hour begins : 07:45 AM peak volume : 591 Peak hour factor : 0.91 *PM **************y*********©****t****PM ****.**r***********r**********r*******tr***,***.84 *** Jul 11 Southbound Volume for Lane 2 End Time 00 01 15 1t0 8 30 11 3 45 1 3 00 10 6 02 03 2 0 4 4 4 1 5 2 Hr Total 32 20 15 7 04 05 06 07 08 09 10 _ 0 __-6 --22 -A60 91 77 69 7 6 26 57 91 147 124 4 5 39 60 109 113 97 4 15 42 67 124 84 108 _15 _r32 _r 129 244 415 421 398 101 _16 108 132 457 End Time 12 13 14 15 16 17 18 19 20 21 _22 23 - 15 145 167 111 104 118 185 162 84 47 48 36 24 30 149 106 99 111 108 194 115 74 49 40 38 20 45 130 120 66 114 160 151 75 49 33 24 27 22 00 72 36 127 98 133 162 86 66 45 38 �T17 - 14 Hr Total 496 489 �403 427 519 �692 438 273 174 150 118 80 24 Hour Total : 6444 AM peak hour begins : 11:30 AM peak volume : 534 Peak hour factor PM peak hour begins : 17:00 PM peak volume : 692 Peak hour factor • 0.90 0.89 07f13,'2002 10:19 565-272-4381 M1CNALLY PAGE 05 10 Traffic Survey Specialists, Inc. 624 Gardenia Terrace y Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page ******* k * k *** * ** k***'iY*'t'*: *******' ****************** *#tit*** * * *********tF****t***** Data File : D0711002.PRN Station : 000000070704 identification : 000110252046 interval : 15 minutes Start date : Jul 11, 02 Start time : 00:00 Stop date : Jul 11, 02 Stop tytirne 24:00 City/Town . Miami, FL : Dade Location : SW 3rd Street Btwn 1st Ct & 2nd Avenue *******k***********fir****,l************************ * *** ** **,t lr* ****** ******* h #*** Jul 11 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 -+ ___15wx -3 __1 ---2 ---0 -__0 ---2 _'6 16 35 41 33 44 30 1 1 3 2 0 3 8 13 28 37 32 55 45 11 0 04 14 27 36 40 34 38 00 3 0 1 0 1 4 19 21 36 33 35 63 3 1 _--_ _ _-_- Hr Total 8 3 6 2 --3 __13 --47 --77 135 151 134 200 End Tirne 12 13 15 30 45 00 57 69 47 43 Ilir Total 216 4 14 15 16 17 18 -_44 47 32 38 63 33 45 35 42 28 39 19 49 46 33 55 31 20 48 46 24 53 47 18 186 -� 174 -131 174 180 90 61 40 28 26 11 19 20 21 23 16 15 16 14 13 11 6 10 1. 7 9 1 22 8 6 9 3 3 4 3 Hour Total : 2096 AM peak hour begins : 11:30 AM peak volume : 227 Peak hour factor : 0.82 PM peak hour begins : 12:00 PM peak volume : 216 Peak hour factor : 0.78 * * * * * * * * * * * * * * * * 4 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Jul 11 Westbound Volume for Lane 2 End Time 00 01 02 15 1. 3 0 30 2 1 0 45 0 1 0 CO 2 1 2 0 Hr Total 5 6 ___2 -2 ---4 16 122 308 256 253 214 173 03 04 05 1 1 0 1 0 2 1 4 2 3 .7 06 07 08 09 10 11 -19 --74 - 59 --55 -53 38 20 56 83 69 52 5' 35 77 54 63 55 52 48 101 60 66 54 32 End Time 12 13 14 15 16 17 18 19 r,20 __2.. - 22 r23 15 43 74 49 51 28 38 21 19 7 8 4 6 30 46 64 48 59 27 28 19 14 7 6 6 6 45 51 55 31 40 30 30 14 9 13 2 4 3 00 41 73 37 47 38 27 19 10 12 6 3 4 --Y- --- __ ___ Hr Total. 181 266 -165 197 123 123 73 52 39 22 17 19 24 Hour Total : 2638 AM peak hour begins : 07:30 AM peak volume : 320 Peak hour factor 0.79 PM peak hour begins : 13:00 PM peak volume : 266 Peak hour factor : 0.90 * * * * * * * * k * * * * * * * * * * * * * * k * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * • 07/13/2002 13:19 561-272-4381 MCNALLY PAGE. 03 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 Location * * * * * * * k * * * * * * * * * * * * * * * * Jul 11 D0711001.PRN 000000070703 000058410089 Interval : 15 minutes Jul 11, 02 Start time : 00:00 Jul 11, 02 Stop time : 24:00 Miami, FL County : Dade SW 3rd Street Btwn S Miami Ave & 1st 0t ** * *** **** k**** ***fir****************** *** ************** Eastbound Volume for Lane 1 End Time 00 01 02 15 6 0 2 30 3 0 1 45 5 3 0 00 0 0 1 Hr Total 14 3 4 03 04 05 06 07 08 09 10 11 0 ___2 ___0 5 12 17 35 26 49 0 2 0 10 8 36 34 38 41 1 0 1 6 16 34 29 32 59 0 0 4 15 23 41 29 48 43 1 4 5 36 59 128 127 144 192 End Time 12 15 64 3C 53 45 53 0C 38 111 Total 208 Hour Total AM peak hour begins PM peak hour begins 13 14 46 48 39 2B 56 43 54 46 15 49 65 53 38 161 199 205 : 2434 . 11:30 : 16:30 Jul 11 16 47 47 87 64 17 18 94 92 56 73 60 40 32 24 19 36 22 20 24 20 14 13 9 15 245 315 156 102 51 21 12 8 8 2 30 22 23 11 10 8 2 31 6 2 3 3 14 AM peak volume : 219 Peak hour factor : 0.86 PM peak volume : 337 Peak hour factor : 0.90 *4****•*********************************** Westbound Volume for Lane 2 End Time 00 01 02 _5 3C 45 ©0 2 4 3 2 1 5 6 2 03 0 2 1 2 04 0 2 1 6 C5 8 6 9 31 Hr Total 11 14 3 5 9 54 06 25 39 50 91 205 07 106 97 110 140 453 08 09 10 11 163 145 92 78 155 138 93 61 141 127 79 80 160 109 76 63 619 519 340 282 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 64 ^103 _ 76 70 31 50 26 25 1I 13 11 7 30 71 90 69 63 37 34 24 11 14 9 8 8 45 57 109 48 49 30 34 14 9 14 7 6 5 OC 93 107 75 51 41 29 24 12 17 15 11 6 Hr Total 285 409 268 233 139 147 88 57 56 44 36 26 24 Hour Total : 4302 AM peak hour begins : 08:00 AM peak volume ; 51.9 Peak hour factor : 0.95 PM peak hour begin : 13:00 PM peak volume - 409 Peak hour factor : 0.94 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * • • • • Board #: 1454 Counted By: IE Weather:Sunny & Dry Miami Downtown TMP Start Time Lett Thru I Factor 1.0 07:00 AM 0 07:15 AM 0 07:30 AM 0 07:45 AM 0 Total 0 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total 11:30 AM 11:45 AM Total 12:00 PM 12:15 PM 12:30 PM 12:45 PM _._._Total 1.0 0 0 0 0 0 O 0 0 0 U 0 0 2 0 0 0 1 O 0 0 4 0 0 0 0 0 0 0 0 0 1 3 4 MIAMI AVE From North Right Peds 1.0. 1.0 O 0 0 0 0 0 3 1 2 6 App. Total PRECISION ENGINEERING & SURVEYING, INC. 12350 SW 132 ct., #215 Miami, FL 33186 Pass. Cars & Ped. Traffic L O c et-1--to? Groups Printed- Unshiited SW7S1 From East Left Thru Right I Peds 1.0 1.0 1.0 , 1.0 O 65 5 0 3 0 61 4 0 1 0 62 10 0 2 0 74 8 1 6. 0 262 27 1 0 1 1 O 0 0 2 1 4 1 3 4 O 0 1 1 O 0 1 1 O 0 5 5 O 0 5 5 O 0 12 12 01:00 PM 0 0 01:15 PM 0 0 Total 0 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total O 0 O 0 O 0 O 0 O 0 0 9 0 20 20 O 4 4 0 O 3 3 O 1 1 O 2 2 O 3 3 9 App. Total MIAMI AVE From South Lett ; Thru Right Peds 1.0 1.0 1.0 ' 1.0 70 23 51 0 0 65 25 63 0 4 72 22 56 0 1 83; 20 78 0 5 290; 90 248 0 10 88 8 1 97 118 10 1 129 94 7 1 102 94 10 1 105 394 35 4 433 O 138 24 0 173 19 0 311 43 0 0 0 0 0 191 182 183 149 705 43 19 16 13 91 0 162 3 195 3 357 5 13 11 6 35 239 214 210 168 831 0 168 15 0 183 0 166 13 1 180 O 334 28 27 32 41 38 138 92 116 89 165 462 O 1 0 3 0 3 0 0 0 7 67 42 0 79 85 0 146 127 0 1 0 1 App. Total 74 92 79 103 348 120 151 133 203 607 110 164 274 89 49 0 4 142 101 70 0 7 178 85 67 0 4 156 75 78 0 0 153 350 264 0 15 629 89 65 0 107 88 0 363I 196 153 0 O 154 12 3 169 109 61 0 191 24 1 216 103 61 0 226 13 3 242 107 74 O 231 - 21 1 253 86 43 0 802 70 8.... 880 405 239 12 166 2 197 14 - -363 O 1 171 0 1 165 0 3 184 0 0 129 O 5 649 File Name Site Code Start Date Page No SW7ST From Wesi Left Thru Right i Peds 1.0 1.0 1.0 • 1.0 O 0 0 0 O 0 0 4 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 O 0 Miami7st :00000000 : 04/19/2001 :1 App. Int. Total Total 0 144 4 164 0 0 152 1 1 189 5 5 ! 649 0 0 0 0 0 0 0 1 1 0 1 1 2 0 0 0 0 0 0___.. 0 �_. 0 1 1 0 0 0 0 0 0 3 3 0 0 0 2 2 O 0 0 1 1 0 0 0 0 0 0 0 0 6 6 218 280 238 310 1046 273 363 636 385 395 372 326 1478 0 0 0 0 0 369 0 0 0 5 5 386 0 0 0 5 5I 755 0 0 0 0 0 0 0 0 1 1 O 0 0 1 1 O 0 0 1 11 0 0 0 3 3 I 343 383 429 386 1541 0 • w Board #: 1454 Counted By: IE Weather:Sunny & Dry Miami Downtown TMP Start Time Left Thru Factor 1.0 1.0 05:00 PM 0 0 05:15PM 0 0 05:30 PM 0 0 05:45 PM 0 0 Total 0 0 Grand Total 0 0 Apprch % 0.0 0.0 Total % 0.0 0.0 0.0 0.0 MIAMI AVE- From North Right Peds PRECISION ENG1NEEkAG & SURVEYING, INC. 12350 SW 132 ct., #215 Miami, FL 33186 Left 1.0 1.0 1.0 1.0 O 0 0 0 259 O 0 0 0 346 O 0 0 0 263 O 3 3 0 250 O 3 3, 0 1118 O 62 100.0 0.8 App. ' Total 62 0.8 0.0 0.0 0 3926 89.3 47.6 Pass. Cars & Ped. Traffic Groups Printed- Unshirted SW7ST From East Thru Right Peds App. Total MIAMI AVE From South Left Thru Right ii Peds 1.0 1.0 1.0 1.0 1.0 1.0 42 3 304 135 74 0 0 28 2 376 145 80 0 2 24 2 289 158 79 0 4 20 2 272 133 74 0 13 114 9 1241 571 307 0 19 408 9.3 4.9 61 4395 1.4 0.7 53.3 1896 50.3 23.0 1800 47.8 21.8 0.0 0.0 0 71 1.9 0.9 App. Total File Name Site Code Start Date Page No SW7ST (From West Left I Thru ! Right I Peds 1.0 1.0 1.0 1.0 Miami7st :00000000 : 04/19/2001 :2 App. \ Int. Total Total 209 0 0 0 0 0 513 227 0 0 0 2 2 605 241 0 0 0 3 3 533 220 0 0 0 1 1 496 897 0 0 0 6 6t 2147 3767 45.6 0 0 0 28 28 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.3 0.3 8252 • • Board #: 1454 Counted By: IE Weather:Sunny & Dry Miami Downtown TMP PRECISION ENGINEERING & SURVEYING, INC. 12350 SW 132 ct., #215 Miami, FL 33186 Pass. Cars & Ped. Traffic rr 1 MIAMI AVE Out to Tolat 2208 62 2270 0 0 0 62 Right Thru Left Pads 4 T North 1119,20017:00:00 AM 4/19/2001 5:45:00 PM Vnshifted 4 T fi Left Thru Right Pads l: i Ltsao I:.. _..01 _17 t 1 [a] [13767] [-3701 Out In Total MIAMI AVE ' .___ 2 0 u QI 0 in 0 W O r File Name : Miami7st Site Code : 00000000 Start Date : 04/19/2001 Page No : 3 i • PRECISION ENGINEEhING & SURVEYING, INC. 12350 SW 132 ct., #215 Miami, FL 33186 Board #: 1454 Counted By: IE Weather:Sunny & Dry Miami Downtown TMP MIAMI AVE From North Start Time Left : Thru ; Right Peds App. Left Total Factor 1.0 1.0 ' 1.0 1.0 1.0 07:00AM 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 07:30AM 0 0 0 0 0 0 Total 0 0 0 0 01 0 08:00 AM 08:15 AM 08:30 AM 08:45 AM Total O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 11:45 AM 0 0 0 0 0 Total 0 0 0 0 0 12:00 PM 0 0 0 0 0 12:15PM 0 0 0 0 0 12:30 PM 0 0 0 0 0 12:45 PM 0 0 0 0 0 Total 0 0 0 0 0 Trucks Groups Printed- Bank 1. SW7ST From East Thru Right ; Peds ; Total Lett 1.0 1.0 ' 1.0 1.0 O 0 0 0 2 1 0 0 1 0 O 0 0 0 0 1 0 0 1 0 2 0 3 0 1 0 0 1 0 2 0 3 0 1 7 0 0 7 O 4 0 0 O 2 0 0 O 6 0 0 O 7 0 O 6 0 O 4 1 0 7 0 O 24 1 01:00PM 0 0 0 0 0 0 01:15 PM 0 0 0 0 0 0 Total 0 0 0 0 0 04:00 PM 0 0 0 0 0 0 04:15PM 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 Total 0 0 0 0 0 0 O 7 O 6 O 5 O 7 MIAMI AVE From South Thru I Right Peds 1.0 1.0 1.0 1 0 0 0 0 0 1 0 0 App. Total File Name Site Code Start Date Page No SW7ST From West Left Thru Right Peds 1.0 1.0 1.0 1.0 3 0 0 0 0 0 0 0 0 0 1 0 0 0 : Miami7st :00000000 : 04/19/2001 :1 App. Int. Total Total 0 3 0 0 0 2 2 0 0 4 0 0 0 0 0 5 2 0 0 2 0 0 2 1 0 1 0 0 7 1 0 O 1 0 2 1 0 2 2 0 1 3 0 3 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 O 2 0 0 2 2 3 1 O 25 3 0 0 3 9 1 0 10 12 4 2 2 4 12 0 0 0 0 0 0 0 0 0 0 6 6 0 0 1 0 0 0 3 2 0 0 5 13i 4 4 2 2 4 12 O 1 0 2 2 0 0 2 0 2 0 0 4 5 0 0 6 0 0 0 0 0 1 4 2 8 4 4 2 2 12 O 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 3 4 6 2 15 O 0 0 0 0 5 O 0 0 © 0 5 0 0 0 0 __._..._o1 0 0 0 O 0 O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 10 7 9 37 1 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 0 5 6 4 6 21 3RD STREET & SW 2ND AVENUE FLORIDA 'ED BY: ROBERT PALOMINO 7 BUSSES DURING STUDY PERIOD Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 1561) 272-3255 Fax (561) 272-4381 CYCLES, CARS & PU, TRUCES, BUSSES Site Code : 00010086 Start Date: 06/19/31 File T.D. : SW3ST2AV Page : 1 SW 2ND AVENUE From North Peds Right Thru Left ate 06/19/01 SW 3RD STREET From East Peds Right Thru Left SW 2ND AVENUE From South Peds Right Thru Left SW 3RD STRUT From West Peds Right Thru Left Vehicle Total 7:00 0 4 27 6 7:15 0 9 20 4 7:30 0 9 34 8 7.4 1 14 2 1 fr Total 0 36 113 31 18:00 0 2 37 8 18:15 0 7 47 8 f8:30 0 7 28 13 -4- 1r Total 1 24 163 42 ' BREAK t 0 0 0 0 0 6 11. , 2 8 Br Total 2 14 0 22 3 12 0 26 3 12 31 8 6 27 7 106 21 39 3 29 8 6 1 15 2 9 1 34 4 6 4 97 18 30 0 6 49 0 8 57 0 9 63 7 33 247 0 8 80 0 14 76 0 19 81 7 49 334 16 24 18 86 19 21 11 2 93 0 14 1 3 2 19 3 1 0 13 6 1 1 72 15 3 21 9 0 35 7 2 31 6 1 123 35 27 7 5 9 163 186 206 22 234 246 269 1035 12:00 0 2 12:15 0 5 12:30 0 1 8r Total 0 11 13:00 0 3 13:15 0 13:30 0 .4 Er Total 0 0 0 0 0 0 0 0 0 0 60 8 1 14 5 52 10 2 14 14 112 18 3 28 19 46 8 0 9 2 50 3 0 3 2 48 2 0 11 3 7 7 191 20 0 35 13 0 7 15 7 7 7 21 35 3 0 11 1 10 44 6 0 12 11 4 0 0 0 0 0 0 t BREAK 79 23 12 14 0 0 0 0 0 5 2 19 2 24 0 5 0 8 0 7 26 0 6 0 2 0 0 0 56 73 129 0 0 14 15 29 44 16 18 7 56 11 7 1 193 52 57 57 0 7 10 0 114 17 0 0 0 0 0 0 0 0 0 24 7 13 14 23 15 10 14 47 22 23 2 0 6 0 1 0 9 6 14 46 19 22 0 4 5 3 4 4 8 0 2 7 1 3 5 5 1 12 10 0 0 219 261 480 154 121 164 1 637 161 187 0 348 16:00 0 5 65 18:15 0 2 41 16:30 0 1 52 1:.4' 9r Total 0 10 204 • Hr Total 2 4 3 0 3 64 0 0 54 0 1 61 7 212 2 0 7 0 8 0 10 r ' 0 34 0 14 1 10 0 9 3 ? 14 14 8 47 24 3 0 1 2 6 13 0 4 47 3 0 3 37 8 0 8 57 3 41 35 0 16 184 20 31 18 12 81 13 11 8 4 46 0 2 64 22 0 1 43 20 0 1 47 21 8 12 8 12 134 75 0 41 0 30 0 70 1 7 0 178 0 32 0 31 0 50 2 4 11 215 0 7 146 3 14 235 7 7 38 767 0 3 a 7 7 138 16 10 1 237 205 225 17 -14 6 DSTREET & SW 2ND AVENUE , FLORIDA TED BY: ROBERT PALOMINO } BUSSES DURING STUDY PERIOD Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 (561) 272-3255 Fax (561) 272-4381 CYCLES, CARS & PU, TRUCKS, BUSSES Site Code : 0001008 Start Date: 76/19/0 File I.A. : SE3ST2A Page : 2 SW 2ND AVENUE From North Peds Right Thai Left Date 06/19101 SW 3RD STREET From East Peds Right Thru Left SW 2ND AVENUE From South Peds Right Tbru Left SW 3RD STREET From hest Peds Right Thru Left Vehicle Total. 'TOTAL, 12 115 1074 145 0 12 0 0 12 0 17 370 113 235 ( 11 168 1385 398 40 645 123 149 ( 4920 113 2 0 115 3RD STREET 398 113 626 115 148 1 149 0 0 123 0 123 0 633 12 645 0 0 40 0 0 • 40 SW 2ND AVENUE • 1,039 35 0 0 1,074 1,334 140 149 5 1,385 o 0 370 145 1,904 ,543 17 3,238 CYCLES, CARS & PU • TRUCKS ° BUSSES 1,15 Intersection Total 4,920 235 1,074 645 1,954 3,905 396 2 O 0 398 SW 2ND AVENUE 71 17 17 0 O 0 370 • 0 367 3 0 113 • 0 112 1 0 235 • 0 224 11 0 436 SW 3RD STREET 145 123 168 SW 3RD STREET 6 SW 2ND AVENUE SI FLORIDA ED BY: ROBERT PALOMINO 1 BUSSES ➢URING STUDY PERIOD Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 (561) 272-3255 Fax (561) 272-4381 CYCLES, CARS & PU, TRUCES, BUSSES Site Code : 0001008 Start Date: 06/13/0: File I.D. : SW3ST2A' Page : 3 SW 2ND AVENUE From North Peds Right Thru Left Date 06/19/01 Peak Hour Analysis ?eak start 08:00 Volume Percent Pk total 229 Highest 08:45 Volume 3i total 72 ?HF .80 • SW 3RD STREET From East Peds Right Thru Left SW 2HD AVENUE From South Peds Right Thru Left SW 3RD STREET From West Peds Right Thru Left Vehicle Total By Entire Intersection for the Period: 07:00 t 08:00 24 163 42 101 711 10 0 51 1 0 0 1 13 97 18 30 67t 121 211 145 08:30 34 4 6 44 .82 10:30 on 06/19/01 08:00 49 334 10t 70% 93 201 476 08:30 19 81 31 131 .91 SW 2ND AVENUE 24 156 40 0 7 2 0 0 0 0 0 0 24 163 42 SW 3RD STREET 93 18 135 24 27 0 0 27 35 0 0 35 0 122 1 0 123 20 85 229 687 27 334 97 458 CYCLES, CARS & PU • TRUCKS ° BUSSES Intersection Total 1,035 30 163 123 316 792 0 93 0 0 93 27 08:00 - 123 35 27 66t 19t 1st 185 08:45 55 .84 36 13 6 2 0 2 0 0 97 . 0 96 1 0 18 145 18 0 0 0 476 333 1 0 334 0 r 49 0 0 49 26 30 4 0 0 126 SW 3RD STREET 0 1 0 0 1 42 35 49 SW 2ND AVENUE SSW 3RD STREET & SW 2ND AVENUE 'I, FLORIDA TED BY: ROBERT PALOMINO 1 BUSSES DURING STUDY PERIOD Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 (561) 272-3255 Fax (561) 272-4381 CYCLES, CARS & PU, TRUCES, BUSSES Site Code : 0001008 Start Date: 06/19/0. File I.D. SW3ST2 A Page : 4 SW 2ND AVENUE From North Peds Right Thru Left Date 06/19/01 Peak Hour Analysis By Entire Peak start 11:30 Volume Percent Pk total 258 Highest 11:30 Volume 6 60 Hi total 74 PEE .87 SW 3RD STREET From East Peds Right Thru Left SW 2ND AVENUE From South Peds Right Thru Left SW 3RD STREET From West Peds Right Thru Left Vehicle Total Intersection for the Period: 10:30 to 14:00 on 06/19/01 11:30 11:30 21 203 29 40 23 29 81 811 11% 43% 25% 32% 92 280 11:45 11:45 8 14 14 8 36 107 .64 .65 2 . 20 1 © ° 0 0 0 0 2 21 SW 3RD STREET 52 23 21 96 32 0 0 32 31 0 0 31 60 2 0 62 • 16 0 0 16 SW 2ND AVENUE 201 7 0 208 258 221 25 0 28 1 0 29 521 37 191 131 681 19 73 32 191 40 263 CYCLES, CARS & PU • TRUCKS ° BUSSES Intersection Total 755 29 208 62 299 579 52 0 0 52 18 52 191 15 9 0 280 187 4 0 191 11:30 - 62 31 32 - 50% 25t 26% 125 11:45 48 .65 23 15 10 40 40 - 0 0 0 23 - 0 22 1 0 29 • 0 28 1 0 97 SW 3RD STREET 29 31 37 0 37 0 0 37 0 2 0 2 SW 2ND AVENUE SW 3RD STREET & SA 2ND AVENUE MI, FLORIDA 'TED BY: ROBERT PALOMINO n D BUSSES DURING STUDY PERIOD Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 (561) 272-3255 Fax (561) 272-4381 CYCLES, CARS & PU, TRUCKS, BUSSES Site Code : 000100i Start Date: 06/19/( File I.D. : SK3ST2: Page : 5 SW 2ND AVENUE From North Peds Right Thru Left Date 06/19/01 SW 3RD STREET From East Peds Right Thru Left SW 2ND AVENUE From South Peds Right Thru Left SW 3RD STREET From West Peds Right Thru Left Vehicle Total Peak Hour Analysis By Entire Intersection for the Peak start 17:00 17:00 Volume 11 212 16 Percent 51 891 7% Pk total 239 eighest 17:00 Volume - 3 64 2 Hi total 69 42 PHP .87 .90 0 • 9 10 0 • 1 0 ° 0 9 11 SW 3RD STREET 75 24 110 11 0 29 1 0 30 0 16 0 0 16 ° 137 1 0 138 5 0 0 - 47 - 31t 152 17:15 10 ° Period: 14:00 to 17:30 on 06/19/01 17:00 24 81 16� 53t 1 31 271 17:00 88 .77 SW 2ND AVENUE 209 3 0 212 239 94 84 0 15 1 0 16 500 12 184 41 68t 2 64 30 184 47 261 CYCLES, CARS & PU • TRUCKS ° BUSSES Intersection Total 846 81 212 138 431 702 0 74 1 0 75 19 75 281 22 15 0 271 183 1 0 184 17:00 - 138 16 30 75% 91 161 184 17:30 50 5 7 62 .74 8 0 8 0 47 • 0 45 2 0 24 - 0 24 0 0 81 • 0 81 0 0 44 SW 3RD STREET 16 16 12 0 12 0 0 12 0 8 0 0 8 SW 2ND AVENUE Lehman Center For Transportation Researc Florida International University File Name : SMIAAV SRAA.MP PM Site Code : 00000000 Start Date : 01/26/1999 Page :1 Miami, FL 33199 (305) 348-4058 Groups Printed: Vehicles MIAMI AVE ' b RAM, Southbound 1 Eastbound End Time Throug8 I Right App. Total App, rota € App. I otat i hraugn Right App. Fatal Int. I otal Factor ; 1.0 i 1.0 1.0 1.0 04:15 PM 1T9 0 119 0 ! 0 /2 18- 90 Z09 04:30 PM 92 0 92 0 ; 0 59 21 80 172 04:45 PM 108 0 108 0 it 0 43 16 59 E 167 05:00 PM 123 0 123 0 0 44 15 62 ! 185 I olal 444 it 442 j 0 0 215 7,i 291 1 7a:1 05:15 PM 150 0 150 05:30 PM 163 0 163 05:45 PM 131 1 132 06:00 PM 141 0 141 0 0 0 0 Mat Grand Total Apprch 8' Total 1 585 1027 1 1028 99.9 0.1 64.9 0.1 65.0 0 0.0 0 1 50 23 73 ,' 223 01 57 27 841 247 0 37 13 50 1 182 0 1 44 12 56 `_; 197 0 0 0.0 188 75 2b3I 849 406 73.3 25.7 148 25.7 9.4 5 MIP Mr xV t Out In Total 3t3F8; ' 1078: 1j 1,27i Hight through 4 North Neh[dea 1 m III bl 11/b1 [n iota! S MIAMI AVS 554 1582 35.0 • Historical Counts Forecasted to 2002 • • MIAMI RIVER RENAISSANCE - HISTORIC INTERSECTION ASSIGNMENT INTERSECTION Miami Ave & SW 7th Street PREVIOUS2002 PM Growth rate PEAK HR No. of years NBL 560 571 NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 2,110 f V 1 HI. i1 .4.1..v I -__ Miami Ave & SW 3rd Street NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 8 1 0 362 277 434 19 0 60 45 0 0 0 9 0 392 300 470 21 0 65 49 0 0 0 TOTAL 2001 [ 1,205 1 1,304 Miami Ave & 1-95 S Ramp NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 0 0 0 0 603 1 0 194 77 0 0 0 0 0 0 0 615 1 0 198 79 0 0 0 TOTAL 999 875 893 SW 2nd Ave & SW 3rd Street NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 64 207 12 7 216 6 35 6 172 70 10 43 65 211 12 7 220 6 36 6 175 71 10 44 TOTAL j 2001 1 848 1 865 --� hi i-or I CCU I CCL -11 S (.06•1 k.), 4 o aC t irtrrepfe"St- - 4 co‘.›--S pr1c- #o Sit 2 Avc acy5i. • 14— k---4 41 � 4- 4`)..tc' to§ 25 N1 i cvn i i vc r SW z sT I - ciS o4'P rckn Suva 3 S-t 111 v~1 ST 5 Q L '11 in 6 rao • CcL am v1e 1 Z Cc2 N1ict�t RNvcr ecnni 3 1r c 44. Ito isz -27k+ -21*" 41VP o4 Ljcrk S\ %J Z 1-415 o'r'rc 'p N --�► S‘iNi 3 ST fg vas---- g 4 1113 tw Q L --.aj '1rm - 0 -(\i C_ C 1 • • -in —isi 1 f� ----r, 4` t Z1M 2Zt,o U Q 3 0 rat Clii A.lc �021a) N tCrtY'i gt Vcr g-cncn 5 ,-1c c Suj 1 ST SW Z 5T r - C1S cP rc►i v,p 0 • COLY-4 crm (C jrnc-r S AcAY_Cr-Th -i-o Cs.�-~,•� ra- cc 'm 4 " rmcc'ry-)c11 " Nts-i-z) HZ 00 9 CDS 4— Y2 N%iCTY1i ERic r Rcrc i 5 1rrc S4,1 t 5T s‘".1 zsT 1- `15 OPP rot rsiz ---i. Z 10 (3- ?so'r Dr 1vCv.tctl N 3 Q tt) f,:or Sv...1 3 ST Q g L 5T Vrc -`r1 -r-' iCil! cr c 11 ttita1 prior '1cp t•Q3 • Signal Timings • • • • PATTERN SCHEDULE FOR 3507 S MIAMI AVE g 250 ELK FOR DAY # 4 (SECTION 25) TIME PT OFF SG G Y EC Y S Y M CYC MIN: 7 7 0 23 0 31 1 4 20 4 6 60LATE 600 13 11 25 1 4 26 4 60NITE 630 7 21 28 1 4 23 4 60PRE A 720 8 29 43 1 4 38 4 90AM PE 930 9 41 25 1 4 56 4 90MID-D 1130 10 47 25 1 4 56 4 90M1D-D 1345 9 41 25 1 4 56 4 90MID-D 1545 11 36 28 1 4 63 4 100PM PE 1800 12 38 35 1 4 46 4 90POST 1900 13 11 25 1 4 26 4 6ONITE 2300 23 0 31 1 4 20 4 6 60LATE PATTERN SCHEDULE FOR 3449 S MIAMI AVE & 7 ST FOR DAY ## 4 (SECTION 24) TIME PT OFF NW F Y WW F Y R S Y M CYC MIN: 7 6 4 6 0 22 45 24 6 4 15 6 4 1 60EARLY 30 23 7 24 6 4 15 6 4 1 60NIGHT 100 19 7 25 6 4 14 6 4_ 60LATE 600 4 43 30 6 4 9 6 4 1 60PRE A 730 1 79 54 6 4 25 6 4 1 100AM PE 1030 6 3 19 6 4 20 6 4 1 60AVER.A 1530 7 64 29 6 4 30 6 4 1 80PM PE 1830 8 33 19 6 4 20 6 4 1 60POST 2130 9 7 24 6 4 15 6 4 1 60EVENI 2300 22 45 24 6 4 15 6 4 _ 60EARLY • • • Appendix C FDOT's Quality/LOS Handbook Generalized Tables TABLE 4 - 7 GENERALIZE© PEAK HOUR DIRECTIONAL VOLUMES FOR FLORIDA'S URBANIZED AREAS* go UNINTERRUPTED FLOW HIGHWAYS Level of Service Lanes Divided A 0 C D E 1 Undivided 100 340 670 950 1,300 Divided 1.060 1,720 2,500 3,230 3,670 Divided 1,600 2.590 3,740 4.840 5,500 STATE TWO-WAY ARTERIALS Class I (>0.00 to 1.99 signalized intersections per mile) Level of Service Lanes Divided A B C D E Undivided .* 220 720 860 890 Divided 250 1,530 1,810 1,860 *•• Divided 380 2,330 2,720 2,790 "•• Divided 490 3,030 3,460 3,540 .•. Class II (2.00 to 4.50 signalized intersections per mile) Level of Service nes Divided A 0 C D E Undivided 2 Divided 3 Divided Divided .41 Class 11I (more than 4.5 signalized intersections per mile and not within primary city central business district of an urbanized area over 750,000) Lanes Divided Undivided 2 Divided Divided Divided A .. •• nterchange spacing? 2 mi. apart REEWAYS Level of Service Lanes A B C D E 2 1,270 2,110 2,940 3,580 3,980 3 1,970 3,260 4,550 5,530 6,150 4 5 2,660 4,410 6,150 7,480 8,320 3,360 5,560 7,760 9,440 10,480 4,050 6,710 9,360 11,390 12,650 Interchange spacing < 2 mi. apart Level of Service Lanes A B C D E 2 1,130 1,840 2,660 3,440 3,910 3 1,780 2.890 4,180 5,410 6,150 4 2,340 3,940 5,700 7,380 8,380 5 3,080 4,990 7,220 9.340 10,620 6 3,730 6.040 8,740 11,310 12,850 100 590 810 850 220 1,360 1,710 1,800 BICYCLE MODE 340 2,110 2,570 2,710 440 2,790 3,330 3,500 (Note: Level of service for the bicycle mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not number of bicyclists using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine maximum service volumes.) Paved Shoulder) Level of Service Level of Service Bicycle Lane B C D E Coverage A B C D E •• 280 660 810 0-49% •• •• 170 720 >720 a. 650 1,510 1,720 50-84% •• 130 210 >210 *•• •• 1,020 2,330 2,580 85-100% 160 380 >380 ..► •.• •' 1,350 3,070 3,330 as 1V (more than 4.5 signalized intersections per mile and within primary city central business district of an urbanized area over 750,000) Level of Service Lanes Divided A B C D E 1 Undivided •" •' 270 720 780 2 Divided •• •• 650 1,580 1,660 3 Divided •• '• 1,000 2,390 2,490 Divided •• •• 1,350 3,130 3,250 Lanes Divided 1 Undivided 2 Divided Divided NON -STATE ROADWAYS Major City/County Roadways Level of Service B C D £ •• 480 760 810 1,120 1,620 1,720 •* 1,740 2,450 2,580 A Other Signalized Roadways (signalized intersection analysis) Level of Service Lanes Divided A B C D E Undivided " •• 250 530 660 2 Divided •' •' 580 1 140 1,320 PEDESTRIAN MODE (Note: Level of service for the pedestrian mode in this table is based on roadway geometries at 40 mph posted speed and traffic conditions, not the number of pedestrians using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway canes to determine maximum service volumes.) Level of Service Sidewalk Coverage A 8 C D E 0-49% •• •• •' 330 810 50-84% •• •* •` 520 990 85-100% 68 120 590 >590 ••• BUS MODE (Scheduled Fixed Route) (Buses per hour) Level of Service Sidewalk Coverage A 8 C D E 0-84% ** >5 >4 ?3 >2 85-100% >6 >4 >3 >2 >1 Source: Florida Department of Transportation 02/22/02 Systems Planning Office 605 Suwannee Street, MS 19 Tallahassee, FL 32399-0450 http J/wow 11.myfiorida.com/p lann ing/systems(sm/los/default.htm ARTERIAL/NON-STATE ROADWAY ADJUSTMENTS DIVIDED/UNDIVIDED (alter eorresponding volumes by the indicated percent) Lanes Median Left Turns Lanes Adjustment Factors 1 Divided Yes +5% 1 Undivided No -20% Multi Undivided Yes Multi Undivided No ONE WAY FACILITIES Increase corresponding volume 20°/ -5% -25% is vb3e does not nnsonne a standard and should be used only for general planning spokesman'. The computer models from which this Wait rs denved should be used for more specific plannmg spplicanona. The able usd dcrsvint composer models should not be used for condor or mttasacion design, where more refined technique= cove VIFuno shown tie hourly directional volumes for levels of service and are for the autornobileonsck nuxlco units, specifically sated Level of service liner grade thresholds ue probably not totnpanble acmes modes ud. therefore, cross modal comparisons should be made with cawion. Furthermore, combtntng levels of sevxe of different modes into one overall roadway level of service is not recarnsn.ndel To Maven to annual average daily traffic volumes, these. volumes nun be divided by appnopnare ❑ and K factors. The abie's input value defaults tied level of scrvtce °Steel* appear on the following page. Catcdattons are based on piwemg applications of the Highway Capacity M.nual, Bicycle LOS Model. Pedestrian LOS Model .nd Transit Capwtty and Quality of Service .Msnuat, teapcenvcly for the auwmobilensuck, bicycle, pecennan and bus modes. "Catasoe be sohaeved usng ethic input v*Fue defaults. •'•Nat applicable For that level of service lever grade. For automobile/truck modes, volute s grettet chap level of setvsec © become F because mtersecnon espscrnes have been reached For bicycle tied pednman node*, the level of seem° tepee grsdc (including F) IS nix achievable, because dune u TO tmaalenuar vehicle volume threshold song rabie rmpul value defsuia. 97