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Traffic Impact Study - Part I
• • • THE COLUMBUS TOWER BISCAYNE BOULEVARD (US 1) AND EAST FLAGLER STREET MIAMI, FLORIDA TRAFFIC IMPACT STUDY FOR MAJOR USE SPECIAL PERMIT Prepared for TRG - FLAGLER BISCAYNE, LTD. 1225 Alton Road Miami Beach, Florida 33139 (305) 674-8410 Prepared by TRANSPORT ANALYSIS PROFESSIONALS, INC. E.B. No. 3766 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 305 385-0777 July 2004 4532 • • • EXECUTIVE SUMMARY The Columbus Tower is a proposed residential and retail development that will be located adjacent to the west side of Biscayne Boulevard between East Flagler Street and NE 1st Street in Miami, Florida. The Tower will contain approximately 16,000 square feet of mixed retail use and up to 525 residential condominiums. Vehicular access to the on -site parking garage is proposed on NE 3rd Avenue with entry/exit drives near the north end and the south end of the building. A service driveway will be provided on NE 1St Street. The project is scheduled for completion by early 2007. This is an updated traffic impact report. The original report was submitted to the City of Miami in November 2003 and approved. These new analyses address a change in land use from office to residential. Results of the intersection level of service analyses demonstrate that, following completion of this project, all of the intersections studied will operate at better than the Level of Service standards adopted by the City of Miami for this area of the City. The Biscayne Boulevard and the E. Flagler Street/SE 1St Street corridors were analyzed using the City of Miami's person -trip based corridor capacity method. These analyses show that both corridors now operate and will continue to operate at better than the established corridor Level of Service thresholds. THE COLUMBUS TOWER BISCAYNE BOULEVARD AND EAST FLAGLER STREET MIAMI, FLORIDA TRAFFIC IMPACT STUDY FOR MUSP TABLE OF CONTENTS EXECUTIVE SUMMARY i INTRODUCTION 1 EXISTING CONDITIONS 3 PLANNED & PROGRAMMED ROADWAY IMPROVEMENTS 6 TRIP GENERATION & DISTRIBUTION 8 BACKGROUND TRAFFIC GROWTH AND COMMITTED PROJECTS 10 INTERSECTION LEVELS OF SERVICE 15 CORRIDOR ANALYSES 17 TRAFFIC OPERATIONS ON SITE 22 TRANSPORTATION CONTROL PLAN MEASURES '73 CONCLUSIONS AND RECOMMENDATIONS 24 TABLES Table 1 — Existing Intersection Levels of Service 3 Table 2 — Planned and Programmed Transportation Improvements 6 Table 3 -- Site PM Peak Hour Trip Generation 8 Table 4 — Committed and Proposed Projects 11 Table 5 — Projected Intersection Levels of Service (2007 PM Peak Hour) 15 Table 6 — Existing Corridor Capacity for Biscayne Boulevard 18 Table 7— Projected Corridor Capacity for Biscayne Boulevard 19 Table 8 — Existing Corridor Capacity for East Flagler Street/SE l st Street 20 Table 9 — Projected Corridor Capacity for East Flagler Street/SE 1st Street 21 Table 10 — Projected Driveway Operations ',2 FIGURES Figure 1 — Location Map 2 Figure 2 — Existing Intersection Geometry and Traffic Control 4 Figure 3 -- 2003 PM Peak Hour Traffic 5 Figure 4 — Project Traffic — PM Peak Hour 9 Figure 5 — Committed and Proposed Projects 12 Figure 6 — 2006 PM Peak Hour without Project 13 Figure 7 -- Future Intersection Geometry and Traffic Control 14 Figure 8 — 2006 PM Peak Hour with Project 16 • • • • APPENDICIES Appendix A - Scope of Services Appendix B - Site Plan Appendix C - Traffic Counts Appendix D - Traffic Signal Operating Data Appendix E - FDOT Seasonal Adjustment Factors and Projections Appendix F - Excerpts from 2005 Transportation Improvement Program Report Appendix G - Trip Generation & Distribution Appendix H - FDOT Quality/LOS Handbook — Table 4-7 Appendix I - Excerpts from Downtown Miami DRI Update Appendix J - Capacity Analyses Appendix K - Flagler Marketplace Appendix L - Committed and Proposed Developments Appendix M - Valet Parking Queuing Analysis • • • THE COLUMBUS TOWER BISCAYNE BOULEVARD AND EAST FLAGLER STREET MIAMI, FLORIDA TRAFFIC IMPACT STUDY FOR MAJOR USE SPECIAL PERMIT INTRODUCTION The Columbus Tower is a residential and retail development that will be located on the western side of Biscayne Boulevard between NE 1st Street and East Flagler Street. The site is bordered on the west by NE 3rd Avenue. The general location of the project is shown in Figure 1. The study area considered in these analyses is defined by Biscayne Bay on the East, the Miami River on the South, NW 2"d Avenue to the West and NE 8th Street to the North. The scope of the traffic analyses and methodology used for this report were coordinated with the City of Miami's traffic consultant. (See Appendix A.) Please note this is an updated report that addresses a change in land uses for this building. The original traffic impact report was approved by the City of Miami in December 2003. The Columbus Tower will contain approximately 16,000 square feet of mixed retail use on the first level, a parking garage and up to 525 residential condominiums. Driveways for the parking garage have been located on NE aid Avenue in response to the City of Miami's desire to avoid driveways on Flagler Street and on Biscayne Boulevard. There will be a service drive will be on NE 1st Street. A site plan for the Columbus Tower at the street level can be found in Appendix B. • Traffic Impact Study Columbus Tower Miami TRANSPORT ANPI.YSIS PROESS,ONALS ST N.T.S. V COLUMBUS TOWER STUDY AREA FIGURE 1 Location Map 2 Intersection EXISTING CONDITIONS The number of lanes and lane use on the existing roadways surrounding the site and traffic control at the intersections studied are shown in Figure 2. Turning movement count data was collected for the original study in July 2003. The count data was collected at the study intersections defined by the City's consultant between 4:00 and 6:00 PM on a typical weekday. These traffic volumes were increased to convert measured traffic to peak season traffic using standard Florida Department of Transportation adjustment factors. The adjusted volumes were then converted to 2004 (existing) volumes using growth factors described later in this report under "Background Traffic Growth". Existing (2004) peak season traffic volumes are shown in Figure 3. The traffic counts are found in Appendix C. Signal operating data is found in Appendix D. FDOT seasonal adjustment factors and projections are in Appendix E. Existing peak season traffic was evaluated using software that supports the latest edition of the "Highway Capacity Manual." Existing peak season intersection levels of service at the study intersections are shown in Table 1. Note that Biscayne Boulevard at East Flagler Street functions as two intersections because of the very wide median in Biscayne Boulevard at this location. Table 1 Existing Intersection Levels of Service (PM Peak Hour) Type of Control Biscayne Blvd & Flagler (East) Biscayne Blvd & Flagler (West) Biscayne Blvd & NE lst St NE 3rd Ave & NE 1st St Signal Signal Signal All -Way Stop Level of Service A B A A Existing corridor capacity and level of service on the Biscayne Boulevard and East Flagler Street/SE 1 St Street corridors are described later in this report under Corridor Analyses. • E FLAGLER ST Traffic Impact Study FIGURE 2 Existing Intersection Geometry and Traffic Control 4 TRANSPORT ANA1.YSIS PROFESSO S Traffic Impact Study Columbus Tower - Miami 5 �--- 84 76 FLAGLER ST FIGURE 3 2004 PM Peak Hour Traffic PLANNED AND PROGRAMMED TRANSPORTATION 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 Columbus Office Tower. Projects in the general area of the Columbus Tower are as follows: Table 2 Planned and Programmed Transportation Improvements ❑ Port of Miami - access improvements — scheduled for 2005 a Biscayne Boulevard/US 1 From NE 5 St to NE 13 St multi -lane reconstruction -- scheduled for 2005 • Flagler Street from NW 2Rd Avenue to Biscayne Boulevard (convert from one-way to two-way) scheduled for 2005 o SEISW 1st Street from SW '4 Avenue to Biscayne Blvd. - resurfacing schedule, for 2004 - 2005 a NE 15t Street from Biscayne Blvd. to NW 3r° Avenue - resurfacing scheduled for 2007 - 2008 As can be seen in the list above, the project with the primary impact on the Columbus Tower is the conversion of Flagler Street from a one-way into a two-way street. The impacts of this change in the circulation plan for the Central Business District are addressed in these analyses. It will be necessary for the Columbus Tower to coordinate with FDOT on the resurfacing of NE 1st Street although it is likely the Columbus Tower will be completed prior to the start of the resurfacing. • • • • TRIP GENERATION AND DISTRIBUTION As stated earlier, the Columbus Tower will have approximately 16,000 square feet of retail plus up to 525 residential condominiums. There currently are 26,047 square feet of retail uses on this same site. This modified project is under review by the City of Miami and there is a possibility that the final size of the retail area and number of residential units may be larger or smaller than the sizes described above. Traffic generated by 22,000 square feet of retail and 600 condominium units was used to assess the impacts of traffic from this project. This was done to eliminate the potential for underestimating project traffic. The net increase in traffic generated by the Columbus Tower site is described in Table 3. Trip generation base values for the site were calculated using the ITE report Trip Generation, Seventh Edition. The trip generation volumes were reduced using adjustment factors consistent with, and referenced in, the "Downtown Miami DRI Update — Increment II". These adjustment factors account for vehicle occupancy, transit usage and pedestrian and bicycle trips within the CBD. These traffic analyses address nearby intersections, the Biscayne Boulevard corridor and the E Flager Street / SE 1J' Street corridor all of which are within the CBD. Therefore, there has been no additional adjustment to trip generation for internalization (attenuation and pass -by) of traffic within the CBD. Net vehicle traffic to and from the Columbus Tower was assigned to the future 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 G. The distribution of project vehicle trips during the PM peak hour is shown graphically in Figure 4 and described in Appendix C, Table C-1. • • • Table 3 Site PM Peak Hour Trip Generation ITE Land Enter Exit Total Land Use Size units Use Code Trips Trips Trips Existing Retail 26,047 sf 814 (37) (47) (84) New Retail 22,000 sf 814 33 41 74 New Residential 600 Dwelling 230 175 86 261 Units Gross Total Vehicle Trips 171 80 251 Internal Capture (8) (8) (16) Unadjusted External Trips 163 72 235 Vehicle Occupancy Adjustment @ 16%** (26) (12) (38) Transit Trip Reduction ,@ 22.6%** (37) (16) (53) Pedestrian/Bicycle Trip Reduction @ 10%** (16) (7) (23) Net External Trips 84 37 121 * See text above regarding sizes of land uses ** trip adjustments consistent with Downtown Miami DRI and City requirements TAP 7/19/2004 N.T.S NE 1ST31 TRANSPORT ANALYSIS PROFES&ONALS Traffic Impact study FIGURE 4 Columbus rower- Miami Project Traffic - PM Peak Hour 9 • • • BACKGROUND TRAFFIC GROWTH AND COMMITTED PROJECTS Construction of the Columbus Tower is scheduled for completion by early 2007. FDOT projections for East Flagler Street, west of Biscayne Boulevard and for SE First Street, west of Biscayne Boulevard show no annual growth per year and projections for Biscayne Boulevard at Flagler Street show approximately 1.3% compounded growth per year. More detailed information can be found in Appendix E. For this project, background traffic growth on all streets except Biscayne Boulevard is assumed to be one percent per year. Traffic volumes on Biscayne Boulevard are assumed to increase at an average linear rate of 3% per year. These conservative estimates ensure that these analyses do not underestimate the impacts of background traffic growth around the Columbus Tower. The Flagler Marketplace project will convert Flagler Street in the downtown area from a one- way westbound roadway into a two-lane two-way roadway. The traffic impacts of this circulation change were addressed in the Flagler Street Marketplace Traffic and Transit Analyses, which was prepared for the Downtown Development Authority and Florida Department of Transportation by the Corradino Group in 2001. The Flat71er Street project would provide two-way traffic on East Flagler Street in front of the Columbus Tower. The traffic control plan for the Flagler Marketplace prohibits left turns at all intersections except Biscayne Boulevard. Therefore there will be no eastbound left turns from Flagler Street into NE 3rd Avenue and project traffic will have to arrive and exit at the Columbus Tower in the same manner as it would if Flagler remained one-way. Entering vehicles must access the parking garage by using northbound or. southbound Biscayne Boulevard to westbound Flagler Street and then northbound on NE 3rd Avenue. Exiting traffic will use NE 3rd Avenue which is one-way northbound. Information an the Flagler Marketplace project can be found in Appendix K. The list of known committed and proposed projects with potential impacts on roadways in the vicinity of this development was developed from the City of Miami's "Large Scale Development Report" dated June 1, 2004 and from discussion with the City's traffic engineering consultant. These projects are shown in Table 4. 10 • • • Table 4 Committed and Proposed Projects Mist at NE 10th Street and Biscayne Boulevard, One Miami at Biscayne Boulevard and SE 4th Street and The Lofts Downtown at 234 NE 3rd Street. Met 1 at SE 2"4 Avenue and 3rd Street Dupont Plaza at SE 3rd Avenue and 4`h Street Everglades on the Bay at Biscayne Boulevard and NE 2"d Street Miami River Renaissance at the Miami River and S. Miami Avenue The locations of these projects and of the Flagler Marketplace are shown in Figure 5. Traffic from these developments on roadways in the vicinity of the Columbus Tower has been • 'estimated from traffic impact studies prepared for many of the projects, current trip - calculations for One Miami and new trip generation calculations made for The _Lofts Downtown. See Appendix L. A detailed table showing calculation of background traffic growth, committed arid proposed development traffic, traffic flow changes anticipated with Flagler Marketplace in the study area and assignment of Columbus Tower traffic to the study area can be found in A.ppendix C, Tables C-1 and C-2. Future (2007) background traffic which includes the effects of the Flagler Marketplace project plus traffic from committed and proposed developments is shown graphically in Figure b. Future intersection configurations and traffic control are shown in Figure 7. 11 W 19TH ST 'W 7TH NW 12TH 5 NW UR NW 2ND ST LAGLER S NW I ITH —..11111111. 17.04 NE 3RD Si 2 111.111111111111VAGLER ST I IONIA kci% ------- A *VW / TRANSPORT ANALYSIS PROFESSIONALS Traffic Impact Study THE LOTS DOWNTOWN EVERGLADES ON THE BAY COLUMBUS TOWER -FLAGLER MARKETPLACE ONE MIAMI MET DUPONT PLAZA MIAMI RIVER RENAISSANCE FIGURE 5 Columbus Tower- Miami Committed and Proposed Projects 1 2 NE 1 SPORT ANALYSIS PROFESS:044/4LS -4111--- 461 Traffic Impact Study FIGURE 6 Columbus Tower - Miami 2007 PM Peak Hour without Project 13 TRANSPORT ANALYSIS PROFESSIONALS Traffic Impact Study FIGURE 7 Future Intersection Geometry and Traffic Control 14 • • INTERSECTION LEVELS OF SERVICE Traffic volumes for 2007 are shown in Figure 8. The 2007 PM Peak Hour traffic consists of estimated background traffic, traffic from committed and proposed developments within the study area, the impact of 2-way traffic on Flagler Street (Flagler Marketplace) and the external vehicle trips from the Columbus Tower project. Calculation of these projected conditions can be found in Table C-1, Appendix C. Changes to traffic flow associated with the Flagler Marketplace project, i.e. traffic added or subtracted from certain movements due to the conversion to two-way traffic, were obtained from the Flagler Marketplace traffic analyses and applied to the intersections studied for this project as well as the Biscayne Boulevard corridor. Information from the Flagler Street Marketplace project traffic report is found in Appendix K. Intersection levels of service for the year 2007 with and without this new project are shown in Table 4. Details of the capacity analyses are in Appendix J. Table 5 Projected Intersection Levels of Service (2007 PM Peak Hour) Intersection Biscayne Blvd & Flagler (East) Biscayne Blvd & Flagler (West) Biscayne Blvd & NE 1st St NE 3rd Ave & NE I st St LOS w/o LOS with Control Project Pr'oiect Signal Signal C C Signal A A All -Way Stop A A In reviewing Table 5 it can be seen that all of the intersections studied will operate at higher (better) levels of service than the City's established minimum standard of Level of Service E+20% on Biscayne Boulevard and LOS E on NE 3rd Avenue & on NE 15t Street. 15 r SPORT ANALYSIS PROFESSIONALS Traffic Impact Study FIGURE 8 Columbus Tower - Miami 2007 PM Peak Hour with Project 16 • CORRIDOR ANALYSES Corridor capacity was analyzed for Biscayne Boulevard and for East Flagler Street/SE 1st Street. The methodology used was developed by the City of Miami Planning Department. This methodology looks at corridor capacity in terms of the number of people who can utilize the corridor, not just the number of vehicles. Therefore, this methodology includes capacity on transit vehicles as well as reasonable capacity within private passenger vehicles. The analysis procedures are discussed in detail in the City's report Transportation Corridors which was adopted in February 1989 and also is included in the January 2003 transportation element of the Miami Comprehensive Neighborhood Plan. The two corridors were analyzed by direction of travel. The existing and projected number of vehicles in each direction in each of these corridors was calculated and the practical number of passengers per vehicle was then multiplied by the number of vehicles to obtain person/trip capacity within private vehicles. The Downtown Miami DRI, Increment II report from 2000 provided extensive data collected on transit capacity and transit usage on corridors within the downtown area. These detailed data were used as the basis for transit capacity and loading within the corridors studied. Although the data collected for the Downtown Miami DRI is, in general, more recent and more complete than other information available on transit capacity; the data nonetheless was developed in the year 2000. As discussed earlier under background traffic growth, there is little if any traffic growth on SE lst Street or Flagler Street and less than 2% traffic growth per year on Biscayne Boulevard. Nevertheless, transit growth was conservatively assumed to be 3% per year on all corridors. Therefore, the transit passenger volumes measured in the year 2000 for the DRI report were increased by 3% per year to 2004 to represent existing conditions. These existing conditions were then increased again by 3% per year to the year 2007 to account for background transit patronage on these corridors at the time the Columbus Tower is completed. Additionally, vehicular traffic and vehicular person trips associated with the committed and proposed developments studied for this report and Columbus Tower person trips via private automobile and public transit were all added to the 2007 background traffic to assess person trip volume in the year 2007. See Appendix C, Tables C-3 and C-4. The results of these detailed analyses can be found in Tables 6 through 9 which follow. It should be noted that the City of Miami standards allow corridor capacity to be equivalent to Level of Service "E" plus 20% when there is frequent transit service such as is found on both of these corridors in the CBD. Nevertheless, both corridors were found to operate at Levels of Service "C" or "D" even after the committed development and project traffic was added to the projected 2007 background volumes. 17 • • Corridor Segment Dir Biscayne Blvd. SE 1st St to NE 1st St NB SE lstSttoNE 1st St SB Corridor Segment Dir Biscayne Blvd. SE lst St to NE l st St NB SE 1st St to NE 1st St SB Corridor Segment Dir Biscayne Blvd. SE IstSttoNE IstSt NB SE 1st St to NE 1st St SB Table 6 Existing Corridor Capacity for Biscayne Boulevard (PM Peak Your Period in 2004) Roadway Conditions (vehicles & person trips) 1 - -- 2 3 4 5 6 7 o Person 2004 Person Excess Roadway o Lanes Max Ser Capacity Trip PM Pk Hr Trips R'dway Person ¢ o Volume in vph Capacity Period Auto Pers Trip Trip q 'E (E+20) LOS E (@1.6 ppv) (vph) (rI 1,4 ppv) Capacity V/C LOS V 1A] [.13] E+20 LS 4 3,900 3,250 5,200 2,021 2,829 2,371 0.54 D E+20 1...S 4 3,900 3,250 5,200 936 1,310 3,890 0.25 C Transit Conditions (person tr ps) 8 9 10 11 -- -- 12 14 Bus: DPM* Rail: Total 2004 2004 Excess Person Person Person Transit Existing Existing Existing Transit Trip Trip Trip Pers Trip Bus DPM* Transit Pers Trip Capacity Capacity Capacity Capacity Ridership Ridership Ridership Capacity [D] [D] [DI [El [Ei 3,434 1,440 0 4,874 1,239 83 1,322 3,552 306 1,440 0 1,746 68 90 158 1,588 15 Segment Pers Trip Capacity 10,074 6,946 e;ment Capacity 16 17 Segment Pers Trip Volume 4,151 1,468 Pers Trip Excess Capacity 5,923 5,478 18 Person Trips on Segment V/C LOS 0.41 0.21 C C 11 Corresponds to note numbers in City of Miami Report Transportation Corridors , 1989, pages 16 & 17 [X] Reference to Notes on Corridor Worksheet in Appendix J * DPM = the Downtown People Mover LOS vph V/C A ** ** B ** ** C 1350 0.42 D 3130 0.96 E 3250 1.00 E+20 3900 1.20 • • • Corridor Segment D i r Biscayne Blvd. Sll1st SttoNE 1st St NB SE 1st St to NE 1st St S13 Corridor Segment Dir Biscayne Blvd. SE 1st St to NE 1st St NB SE 1st St to NE 1st St SB Corridor Segment Dir Biscayne Blvd. SE 1st SttoNE 1st St NB SE 1st St to NE 1st St SB Table 7 Projected Corridor Capacity for Biscayne Boulevard (PM Peak Hour in 2007) Roadway Conditions (vehicles & person trips) 6 1 -- -- 2 3 -- -- -- -•• 4 5 6 7 v Person 2004 B'ground 2007 Other Project Total Person Excess Roadway a a Lanes Max Ser Capacity Trip PM Pk 1-Ir Traffic B'ground Devel'ntt Vehicle 2007 PM Trips R'dway Person C n Volume in vph Capacity Period Growth PM Pk llr Traffic Traffic Pk'Fraf Auto Pers Trip Trip E c5 (E+20) (LOS E) [A] (@1.6 pp,,) (vph) (F11 Period [F] [1-1] (31.4 ppv) Capacity V/C LOS E+20 LS 4 3,900 3,900 6,240 2,021 1.09 2,203 229 72 2,504 3,506 2,734 0.56 I) E+20 LS 4 3,900 3,900 6,240 936 1.09 1,020 187 12 1,219 1,707 4,533 0.27 C 8 Bus: Person Trip Capacity [1D1 3,434 306 9 DPM: Person Trip Capacity [n) 1,440 1,440 10 Rail: Person Trip Capacity [Di 0 0 1€ Total Transit Prs Trip Capacity 4,874 1,746 Transit Conditions (person trips) 12 13'ground B'ground Transit Transit 'Transit Ridership Growth Ridership in 2004* (2007) 1,322 1.09 158 1.09 1,441 172 Contm't Devel. Transit Ridership [G1 290 228 Project Transit Ridership [i11 17 41 13 Total Transit Ridership (2007) 1,748 441 14 Excess Transit Pers Trip Capacity 3,126 1,305 15 Segment Pers 'Trip Capacity 7,986 Seg 16 Segment Pers Trip Volume 5,254 2,148 tnent Capacity 17 Pers Trip Excess Capacity 5,860 5,838 18 Person Trips on Segment V/C LOS 0.47 0.27 # Corresponds to note numbers in City of Miami Report 7'ransporialion Corridors, 1989, pages 16 & 17 [XI Reference to Notes on Corridor Worksheet in Appendix J * from Table 6 LOS vph V/C A ** 1350 0.42 3130 0.96 E 3250 1.00 E+20 3900 1.20 • • • Table 8 Existing Corridor Capacity for E Flagler Street/SE lst Street (PM Peak Hour Period in 2004) Corridor Segment Dir SE 1st Street EB E Flagler Street WB Corridor Segment Dir Sti lst Street EB E Flagler Street WB Corridor Segment Dir SE 1st Street EB E Flagler Street WB Roadway Conditions (vehicles & person trips) v5 1 2 3 4 5 6 7 o Capacity Person 2004 Person Excess Roadway . ;,, i- Lanes Max Ser Volume in vph (LOS E) Trip Capacity PM Pk Hr Period Trips Auto R'dway Prs Trip Person Trip ¢ 5. c° [Al (a,1.6 ppv) (vph) [B l (@1.4 ppv) Capacity VIC LOS E+20 11S 3 3,590 2990 4,784 1,067 1,494 3290 0.31 C E+20 LS 2 7,390 1990 3,184 284 398 2786 0.13 C Transit Conditions (person trips) 8 9 10 11 -- — 12 14 Bus: DPM* Rail: Total 2004 2004 Existing Excess Person Person Person Transit Existing Existing Transit Transit Trip Trip Trip Prs Trip Bus DPM* Ridership Prs Trip Capacity Capacity Capacity Capacity Ridership Ridership Capacity [D] [D] [D] [D] [E] [E] 3434 1,440 0 4,874 474 114 588 4286 3528 0 0 3,528 889 0 889 2639 15 Segment Pers Trip Capacity 9,658 6,712 Segment Capacity 16 17 Segment Pers Trip Volume 2,082 1,287 Pers Trip Excess Capacity 7,576 5,425 18 Person Trips on Segment VIC LOS 0.22 0.19 C C # Corresponds to note numbers in City of Miami Report Transportation Corridors, 1989,.pages 16 & 17 [X] Reference to Notes on Corridor Worksheet in Appendix .1 * DPM = the Downtown People Mover E Flagler St SE i st Stree LOS vph VIC vph V/C A ** ** ** ** 13 ** ** ** ** C 780 0.39 1,200 0.40 D 1,900 0.95 2,870 0.96 E 1,990 1.00 2,990 1.00 Ef20% 2,390 1.20 3,590 1.20 inc. 20% increase for -Way • • • Corridor Segment Dir SE 1st Street EB E Flagler Street WB Corridor Segment Dir SE 1st Street F.13 E Flagler Street W13 Corridor Segment Dir SE 1st Street Li13 E Flagler Street WB Table 9 Projected Corridor Capacity for E Flagler Street/SE 1st Street (PM Peak Hour in 2007) Roadway Conditions (vehicles & person trips) -- 2 3 -- -- -- __ 4 5 6 7 Person 2004 B'ground 2007 Other Project Total Person Excess Roadway , Lanes Max Ser Capacity Trip PM Pk Hr Traffic B'ground Devel'mt Vehicle 2007 PM Trips Rdway Person Volume in vph Capacity Period Growth PM Pk 1 Ir Traffic Traffic Pk Traf Auto Prs Trip Trip ' b (5= 20) (LOS E) (@1.6 ppv) (vph) Period {6-(0 .4 ppv) Capacity V/C LOS 4 .) c.o [Al 113 i [p] [E11 E+20 11S 3 3,590 2990 4,784 1,067 1.03 1,099 33 0 1,132 1,585 3,199 0.33 C E+20 1.,s 2 2,390 1990 3,184 284 1.03 293 37 84 414 580 2,604 0.18 C 8 Bus: Person Trip Capacity P1 3,434 3,528 9 DPM: Person Trip Capacity [DJ 1,440 0 15 Segment Pcrs "Trip Capacity 9,658 6,712 10 Rail: Person Trip Capacity 0 0 11 Total Transit Prs Trip Capacity 4,874 3,528 Transit Conditions (person trips) -- 12 B'ground 1'ground Transit Traffic Transit Ridership Growth Ridership in 2004* (2007) 588 889 1.09 1.09 641 969 Comm't Devel. Transit Ridership [G) 124 111 Project Transit Ridership [1-11 11 5 13 Total Transit Ridership (2007) 776 1,085 14 Excess Transit Prs Trip Capacity 4,098 2,443 Segment Capacity 16 Segment Pers "trip Volume 2,639 1,967 17 Pers Trip Excess Capacity 7,019 4,745 18 Person Trips on yier;nyonl VIC LOS 0.27 0.29 C C It Corresponds to note numbers in City or Miami Report Tran.sporlation Corridors, 1989, pages 16 & 17 [X( Reference to Notes on Corridor Worksheet in Appendix J * from Table 8 E Flagler St SE 1st Street 1,OS vph V/C v h V/C 4* .* 780 ® 1,200 0.40 1,900 0.95 2,870 0.96 1,990 1.00 2,990 1.00 E 20% 2,390 ® 3,590 1.20 Inc. 20% increase for 1-Way • • • TRAFFIC OPERATIONS ON SITE The arrangement and sizes of parking spaces within the parking garage and the size, number and location of loading areas for the Columbus Tower are described in the architectural plans which have been provided separately to the City of Miami. Traffic operations and the two entry/exit driveways for Columbus Tower on NE 3r° Avenue were tested to deteithine if there was excessive delay and/or queuing which would create unacceptable levels of service or compromise driveway operations within the Columbus Tower Building itself. The results of these analyses areshown in Table 10 below. Table 10 shows that the traffic associated with entering and exiting the project will not create an unacceptable delay or queuing within the project. Table 10 Projected Driveway Operations 95 Wile Queue Movement LOS (# of Veh) North Drive on NE 3rd Avenue WB Right A 0.15 South Drive on NE 3rd Avenue WB Right A 0.07 Building patrons will have the option of using valet parking within the parking garage. Vehicles can be dropped off in front of the first floor lobby. Vehicles entering the southern garage drive are likely to use the valet service. The volume of traffic using the parking valet was assumed to be approximately 50% of the residential traffic and 100% of the vehicles using the retail area. It has been estimated that the demand for valet parking will not exceed 49 vehicles per hour. The valet activity can occupy the area adjacent to the lobby on the first floor drive. In addition, there is storage behind the lobby area extending to just before the ramp leading to the basement parking. These areas provide storage for approximately 8 automobiles. It has been assumed that building management will provide valet service which can adequately service an average of two or more vehicles per minute during periods of peak demand. These analyses (Appendix M) indicate that the 95th percentile queue is 4 vehicles, including those in the valet area and the likelihood of 8 of more vehicles in the valet area or waiting to enter the valet area is approximately 1%. Therefore, a reasonably efficient valet system has virtually no likelihood of causing backups which will interfere with other vehicle movements in the garage area. 22 • • • 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. The location of the Columbus Tower within the Central Business District provides convenient access to numerous transit routes which will provide for a significant reduction in primary trips to and from the site. This reduction has been addressed in the trip generation portion of this report. The location and design of the Columbus Tower encourages pedestrian movement within the CBD area through its ground floor design along the entire perimeter of the building. The sidewalks have been coordinated with the City's pedestrian pathway design on all sides of the building to provide convenient and attractive pedestrian movement through the area. The tower design incorporates supporting retail on the first level which will reduce the need for building patrons to travel to other locations within the CBD for common services. The site's proximity to the Downtown People Mover means that the patrons are connected by the people mover to the rest of downtown and to metrorail providing non -auto access to large areas of Miami -Dade County including the courts, hospitals and County government. The Columbus Tower's location on Biscayne Boulevard at East Flagler Street places this building within convenient walking distance of approximately 4,000 other new residential units which will be constructed in this portion of the CBD within the next few years. There are other traffic reduction measures, which will 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. 23 • • • CONCLUSIONS AND RECOMMENDATIONS The Columbus Tower development falls within the Downtown Miami Traffic Concurrency Exception Area as set forth by the South Florida Regional Planning Council and the Department of Community Affairs. All of the intersections examined for this study will operate at acceptable levels of service after construction and occupancy of the Columbus Tower. Additionally, the Biscayne Boulevard and the E Flagler Street / SE 15t Street corridors will also operate with significantly higher (better) Levels of Service than the LOS E + 20% allowed by the City of Miami. 24 • • 0 APPENDICES 0 APPENDIX A • SCOPE OF SERVICES • Henry Fandrei Quazi_Masood@U RSCorp.com Tuesday, June 29, 2004 5:14 PM n: Henry Fandrei; limedina@ci.miami.fl.us Cc: Jenn King (URSCorp): "'Raj Shanmugam"'@urs-ma-15.lvs.nks.net Subject: Re: Cousins Tower - MUSP Modification Hello Henry, In response to your following methodology e-mail we approve your approach with the modifications stated below: 1. Data Collemction/TMC's: Should you use the original TMC for the said three intersections please make sure to update the count numbers by applying an appropriate growth factor to reflect the current year condition; 2. Other Projects: As per June 1, 2004 Large Scale Develoipment Report, the study must include the traffic impacts of two additional projects. They are: Miami River Village and Metropolitan Miami (Parcels B, C,D); 3. Capacity Analysis: While performing the corridor analysis using City's person -trip methodology, please make sure to use FDOT's latest Q/LOS handbook for calculating the "person trip V/C ratio-LOS convertion table" and "vehicular roadway capacity. In short, the procedure to calculate the V/C ratio-LOS convertion table thresholds would be, the capacity for LOS E should equate to 1.0 and the other V/C ratio thresholds should be calculated backwards based on the respective volumes and capacities. On other hand, the vehicluar roadway capacity will be based on the respective roadway classification; 4. Miscellaneous: The study must include a scematic of lane geometry and append all the supporting documents (such as signal timing and print-outs of the software programs); FYI, Please include Ms. Liiia 1. Medina, Assistant Transportation Coordinator, City of Miami, in all your future correspondence. Thanks Quazi Masood, E.1. Transportation Engineer URS Corporation 5100 NW 33rd Avenue, Suite 150 Fort Lauderdale, FL-33309-6375 T: 954.739.1881 (X236) F: 954.739.1789 quazi_masood@urscorp.com http://www.urscorp.com/ "Henry Fandrei" <hfandrei@tapmiam To: "Quazi Masood" <quazi_masood@urscorp.com>, "Jenn King iRSCorp\j" i.com> <Jenn_King@urscorp.com> cc: "'Raj Shanmugam'"@urs-ma-l5.Ivs.nks.net 06/28/2004 01:12 Subject: Cousins Tower - MUSP Modification 1 Henry Fandrei • From: Henry Fandrei [hfandrei@tapmiami.com] Sent: Monday, June 28, 2004 1:13 PM To: Quazi Masood (quazi_masood@urscorp.com); Jenn King (URSCorp) Cc: 'Raj Shanmugam' Subject: Cousins Tower - MUSP Modification Dear Mr. Masood and Ms. King: This e-mail represents a summary of my understanding of the requirements Transport Analysis Professionals (TAP) must follow in preparing an updated MUSP traffic analyses and report for the Columbus Tower in Downtown Miami. The update will address a modification to the original MUSP required because of a change in land use. The original study was submitted in November 2003 and was approved by your office and the City. Project This project will continue to be in Downtown Miami and will be bounded by Biscayne Boulevard on the East, East Flagler Street on the South, NE 3rd Avenue on the West and NE 1st Street on the North. The project, as currently proposed, will include ground level commercial land uses, a parking garage 40 and up to 540 residential condominiums. The study area is approximated by Biscayne Bay on the East, the Miami River on the South, NW/SW 4th Avenue on the West and NE gth Street on the North. Data Collection/TMC's The following intersections were counted for the original study and, per a telephone conversation with Mr. Shanmugam and Mr. Masood, the original TMC's can be reused in the study update: Biscayne Boulevard at East Flagler Biscayne Boulevard at NE Ist Street NE 3rd Avenue at East Flagler NE 3rd Avenue at NE 1st Street The afternoon was counted because of the impact of the CBD's commercial traffic on traffic volumes in the area. Trip Generation & Distribution 0 Trip generation for the facility will be performed using the equations and rates found in the Institute of Transportation Engineer's Report Trip Generation Seventh Edition. For the intersection analyses, these trip generation numbers will be adjusted by DRI trip reduction factors addressing pedestrian/bicycle flow, transit and vehicle occupancy. The corridor analyses will also take into account internalization of trips within the CBD also as defined by the Downtown Miami DRI (Table 6 7/1 6/2004 for Increment II). Internal capture between the commercial and residential uses will be calculated using the methodology in ITE's Trip Generation Handbook. The MPO's Cardinal Distribution of Trips was used for assignment of traffic to and from in the original approved analyses. We will use this same distribution again although there may be a need for some adjustment to address the new site plan. Background traffic will be increased by appropriate factors to cover expected traffic growth expected from small to medium sized projects throughout the general area of this project. These growth factors were developed for the initial report and are based on review and analysis of FDOT historical traffic volume records. Other Projects Additionally, traffic associated with MUSP level projects in this general area of the CBD must also be added to background traffic. The original study included the MIST Project (also called Marina Blue) on Biscayne Boulevard and NE 8th Street and One Miami. The City of Miami's Large Scale Development Report dated June 1, 2004 shows that DuPont Towers and Everglades on the Bay have recently been approved. Although TAP will be updating an existing report, it may be appropriate to add the traffic associated with these two additional projects to our updated analyses. .At the time the Traffic Impact Report was first developed and approved, only committed (approved) projects were to be added to background traffic. Recent discussions we have had with URS staff suggest that this policy is being revised. However, the scope for this particular study is for a modification to an existing MUSP. I therefore suggest that the study consider only approved projects per the policy in place when the initial study was performed. In the original study and at the request of the City, TAP added impacts associated with one additional project in the CBD area: The Lofts at 201 NE 2nd Avenue. There was no traffic study performed for this project, therefore TAP calculated trip generation and distributed that project's traffic past the Columbus Office Tower. We will include these trips in the updated report. Capacity Analyses Intersection analyses are to be performed at the four intersections adjacent to the site. These are Biscayne Boulevard at East Flagler and at NE 1st Street and NE 3rd Avenue at East Flagler and at NE 1st Street. Intersection Analysis will be performed for the PM Peak Hour. A common peak hour was and will be used for all 4 intersections. This peak hour is based on combined peak traffic flow through the 4 intersections with emphasis given to peak traffic on Biscayne Boulevard. TMC's will be adjusted to Peak Seasonal Volumes using the most recent weekly adjustment factors available from FDOT. Corridor analysis will be performed on the Biscayne Boulevard corridor in the CBD area. The City of 7/I 6/2004 Miami's methodology will be followed and a spreadsheet (for this methodology) will be provided calculating corridor capacity and Level of Service. The updated study will also include corridor analyses of Flagler Street. 111rAP will analyze future traffic impacts assuming that Flagler is a 2-way street when the Columbus Tower opens. TAP will also address the potential impacts of making NE 3 Avenue and/or NE 1st Street 2-way at some time in the future. Existing traffic signal operations will be used for capacity analyses at signalized intersections. MUTCD methodology for unsignalized intersections will be used for the intersection of NE 3rd Avenue and 1st Street. Miscellaneous TAP will address site circulation as it pertains to affecting traffic on public roadways. This will include queuing of traffic, if any, on public roadways and capacity analyses at the intersections formed by site driveways and their connection to public roadways. Our traffic study will also address queuing in the entries into the parking garage, garage maneuvering, Loading bay design; parking dimensions and quantities. .Please e-mail or call me with any additional comments or questions regarding this proposed scope of services. Thank you for your assistance. Hank Fandrei • Henry A. Fandrei, P,E., PTOE Transport Analysis Professionals, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183-4498 Office: 305/385-0777; Fax: 305-385-9997 7/16/2004 0 APPENDIX B • SITE PLAN • • 1IIIIAIIIlIIIt0' W111I6IIII110. • • 0 APPENDIX C • T1tAFFIC COUNTS • • Table C-1 PM Turning Movement Count Data (Existing, 2007 Background & 2007 with Project) July'03 Adj, To Adj. To Pk Season Balance Adjusted Growth B'ground Rebel- Flagler Other 2007 w/o Project Total Intersection Mvmt Count Pic Season 2004 2004 Flows* 2004 to 2007 2007 ance** 2-Way Dev'mt Protect Traffic 2007 Biscayne Blvd & NBL 155 1.02 1.01 160 0 160 1.03 165 5 350 24 544 72 616 Flagler St NBT 1490 1.02 1.03 1565 209 1774 1.09 1934 0 10 231 2175 0 2175 WBL 72 1.02 1.03 76 0 76 1.09 83 0 0 0 83 0 83 WBT 82 1.02 1.01 84 0 84 1.03 87 0 350 24 461 72 533 SBT 696 1.02 1.03 731 67 798 1.09 870 13 0 211 1094 0 1094 SBR 184 1.02 1.01 190 31 221 1.03 228 0 -130 0 98 12 110 EBL N/A N/A N/A N/A N/A N/A N/A 0 0 150 0 150 0 150 EBT N/A N/A N/A N/A N/A N/A N/A 0 0 1.50 0 150 0 150 EBR N/A N/A N/A N/A N/A N/A N/A 0 0 150 0 150 0 150 C.) Biscayne Blvd & NBL 81 1.02 1.01 83 0 83 1.03 85 2 90 0 177 0 177 NE 1st St NBT 1610 1.02 1.03 1691 0 1691 1.09 1843 74 0 231 2148 0 2148 WBL 12 1.02 1.03 13 0 13 1.09 14 0 0 0 14 0 14 WBT 68 1.02 1.01 70 0 70 1.03 73 0 90 0 163 0 163 SBT 958 1.02 1.03 1006 0 1006 1.09 1097 0 -130 211 1178 12 1190 SBR 174 1.02 1.01 179 0 179 1.03 184 0 130 0 314 0 314 NE 3rd Avenue NBL 20 1.02 1.01 21 0 21 1.03 22 0 -10 0 12 31 43 & 1st St NI3T 30 1.02 1.01 31 0 31 1.03 32 0 -10 0 22 6 28 WBT 181 1.02 1.01 186 11 197 1.03 203 0 210 0 413 0 413 WBR 48 1.02 1.01 49 3 52 1.03 54 0 10 0 64 0 64 * Mid Block Driveways traffic and day to day variation in traffic flow create variance in traffic volumes leaving one intersection and entering another. The adjustments to traffic flow shown above were made to always match the higher of the two flows. This was done ensure the analyses addressed worst case conditions. ** Limited rebalancing is required to adjust for the effect of using 2 growth rates and rounding Adjustments for Flagler 2-Way represent the changes to traffic flow associated with the conversion to 2-Way as projected in the Flagler Street Marketplace Traffic and Transit Analyses TAP 7/19/2004 • • • Table C-2 PM Turning Movement Count Data for Approved and Proposed Development One DuPont Everglades Miami Riv Total Intersection Mvmt Mist Lofts Miami Towers on the Bay Met 1 Village Other Dev. Biscayne Blvd & NBL 0 0 0 24 0 0 0 24 Flagler St NBT 0 10 47 23 65 86 0 231 WBL 0 0 0 0 0 0 0 0 WBT 0 0 0 24 0 0 0 24 SBT 32 7 44 28 30 70 0 211 SBR 0 0 0 0 0 0 0 0 ESL 0 0 0 0 0 0 0 0 EBT 0 0 0 0 0 0 0 0 EBR 0 0 0 0 0 0 0 0 Biscayne Blvd & NE 1st St NBL 0 0 0 0 0 0 0 0 NBT 0 10 47 23 65 86 0 231 WBL 0 0 0 0 0 0 0 0 WBT 0 0 0 0 0 0 0 0 SBT 32 7 44 28 30 70 0 211 SBR 0 0 0 0 0 0 0 0 NE 3rd Avenue NBL 0 0 0 0 0 0 0 0 & NE 1st St NBT 0 0 0 0 0 0 0 0 WBT 0 0 0 0 0 0 0 0 WBR 0 0 0 0 0 0 0 0 TAP 7/19/2004 C-2 • • • Table C-3 PM Vehicle Volumes on Corridors for Approved and Proposed Developments One DuPont Everglades Mia Riv Total Intersection Mvmt Mist Lofts Miami Towers* on the Bay* Met I Village* Other Dev. Biscayne Blvd. NB 0 10 21 47 65 86 0 229 SB 32 7 20 28 30 70 0 187 E. Flagler Street WB 0 0 33 0 0 0 0 33 SE 1st Street EB 0 0 37 0 0 0 0 37 * Traffic Impact Report showed all impacts to the West and South of Columbus Tower TAP 7/19/2004 C-3 • Table C-4 PM Transit Ridership Data for Approved and Proposed Developments One DuPont Everglades Mia Riv Total Intersection Mvmt Mist* Lofts Miami Towers* on the Bay* Met 1 Village** Other Dev. Biscayne Blvd. NB 21 8 21 31 42 167 0 290 SB 21 7 20 18 20 142 0 228 E. Flagler Street WB 0 5 33 16 0 57 0 111 SE lst Street EB 0 8 37 0 0 79 0 124 *CBD Transit Passengers / veh trip generated = 0.651 = 1.4 Pass/veh x 0.2261(0.226+0.1+0.16) ** Traffic Impact Report showed all impacts to the West and South of Columbus Tower • TAP 7/19/2004 • C-4 • • • This analsis was done to determine a common Peak Hour for the Intersections Studied FOUR INTERSECTION PEAK HOUR ANALYSIS w 06 no w a to (IS 06 a> a a) _ o a) C Cr) p a) U `T O'i O L u) Ui w ro v m z z m LI 4:00 642 4:15 598 NE 3rd Avenue & NE 163 612 77 1494 155 574 78 1405 4:30 738 202 631 69 1640 4:45 663 162 581 72 1478 5:00 731 172 746 59 1708 5:15 771 163 721 79 1734 5:30 736 128 644 45 1553 5:45 634 119 628 65 1446 TAP JN 3530 6017 6231 6560 6473 6441 ounter: 3077 / 3076 unted By: PCC / DAB leather: Clear US-1 / Biscayne Blvd Southbound TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385-0777 Groups Printed- 1 - All Vehicles East Flagier Street US-1 / Biscayne Blvd Westbound Northbound File Name Site Code Start Date Page No : 3530-US1 @EF1agPM : 35303077 : 07/08/2003 : 1 East Flagier Street Eastbound Start Left Thru Righ RTOR App. Time:1 t, Total Factor 1.0', 1.0 1.0 1.0 04:00 PM 0 164 45 2 211 04:15 PM 0 142 41 3 186 04:30 PM 0 169 37 4 210 04:45 PM 0 143 47 1 191 Total 0 618 170 10 798 Left LTOR'Thru Righ App. Righ LTOR Thru Righ App. Left Thru Righ Utur App. Int. t Total t Total t n Total Total 1.0 1.0: 1.0 1.0 1.0 1.0 1.0 1.0 1.0. 1.0 1.0: 1.0 9 5 32 0 47 46 0 308 0 354 0 0 0 0 0 612 8 6 25 0 39 39 0 310 0 349 0 0 0 0 0 574 7 9 25 0 41 38 2 340 0 380 0 0 0 0 0 631 10 9 15 0 34 32 2 322 0 356 0 0 0 0 0 581 34 30 97 0 161 155 4 1280 0 1439 0 0 0 0 0 2398 05:00 PM 0 196 47 3 246, 9 8 24 0 41 42 2 415 0 459 05:15 PM 0 188 43 2 2331 11 9 18 0 381 34 3 413 0 450 05:30 PM 0 173 27 3 2031 12 11 27 0 501 47 3 341 0 391 05:45 PM 0 177 34 4 215' 12 6 13 0 311 29 0 353 0 382 Total 0 734 151 12 897', 44 34 82 0 160 152 8 1522 0 1682 Grand Total Apprch 6 Total 6 • • O 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 746 O 721 0 644 O 626 O 2739 0 1352 321 22 1695', 78 64 179 0 321 307 12 2802 0 3121 0 0 0 0 0 0.0 79.8 18.9 1.3 24.3 19.9 55.6 0.0 9.8 0.4 89.8 0.0 0.0 0.0 0.0 0.0 0.0 26.3 6.2 0.4 33.0' 1.5 1.2 3.5 0.0 6.2 6.0 0.2 54.5 0.0 60.8 0.0 0.0 0.0 0.0 0.0 LL Cr � US-1 / Biscayne Blvd Out In Total 2802, 1695 i 4497 343 1352. 0 RTOR Thru Left North 718103 4:00:00 PN1 718/03 5:45:00 P61 1 - All Vehicles 4- ► LTOR Thru Right 319I 2802 0 1494 - 3121 4615 Ou{ [n Total US-1 / Biscavne Blvd 4 5137 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUITE 210 punter: 3077 / 3076 M[AMI, FLORIDA 33183-4498 punted By: PCC / DAB (305) 385 0777 Office (305) 385 9997 'eather: Clear 1111 Groups Printed- 1 - All Vehicles US-1 / Biscayne Blvd East Flagler Street US-1 / Biscayne Blvd East Flagler Street Southbound Westbound Northbound Eastbound Time - t Total, Ri h A p.: Righ App. Rxgh App RighlUtur App. Int Start Left Thru g R70R p left LTOR1 Thru gt Total Left LTDR Thru t Total. Lef Thru t n Total Total Factor ', 1 .0 j 1.0 1.0 1.0 1 .0 ! 1.0 1.0 1.0 . 1.0 , 1.0 1,0 1.0 ' 1,0 1 .0 1 .0 1.0 04:30 PM 0 169 37 4 210', 7 9 25 0 41 38 2 340 0 380 0 0 0 0 0 631 04:45 PM 0 143 47 1 191 10 9 15 0 34 32 2 3220 356 0 0 0 0 0 581 Total 0 312 84 5 401 17 18 40 0 75 70 4 662 0 736 0 0 0 0 0 1212 File Name : 3530-USICEF1agPM Site Code : 35303077 Start Date : 07/08/2003 Page No : 1 05:00 PM 0 196 47 3 246 ! 9 8 24 0 41 42 2 415 0 459 0 0 0 0 0 746 05:15 PM 0 188 43 2 233 11 9 18 0 38 34 3 413 0 450 0 0 0 0 0 721 Grand 0 696 174 10 880 37 35 82 0 154 146 9 1490 0 1645 0 0 0 0 0 2579 Total Apprch ,t, 0.0 79.1 19.8 1,1 .24.0 22.7 53.2 0.0 8.9 0.5 90.6 0.0 . 0.0 0.0 0.0 0.0 Total % 0.0 26.0 6.5 0.4 32,8 ; 1.4 1.3 3.1 0.0 5.7 5.4 0.3 55.6 0.0 61.4 0.0 0.0 0.0 0.0 0.0 • • of - US-1 / Biscayne Blvd Out In Total 1490i 880 2370 184', 696 RTC Thru Left t ► North 718/2003 4:30:30 PM 7/8/2003 5:15:00 PM 1 -All Vehicles 4._ LTOR Thru Right 155'. 1490 0 768 1645 2413 Out In Total US-1 / Biscayne Blvd • Q m o .. 0 su C p w z0s 01 ounter: 3077 / 3076 ounted By: PCC / DAB re her: Clear glio : SB & WB Signal Controlled US-1 / Biscayne Blvd Sauthbound TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385-0777 Groups Printed- Al Vehicles NE 1st Street US-1 / Biscayne Blvd Westbound Northbound File Name Site Code Start Date Page No 3530-US1@NE1ST-PM : 35303077 : 07/09/2003 1 NE 1st Street Eastbound Start', :Righ Time, Lett Thru:Righ RNA Factor: 1.0 04:00 PM 0 04:15 PM 0 04:30 PM 0 04:45 PM 0 Total 0 05:00 PM 05:15 PM 05:30 PM 05:45 PM Total Grand Total Apprch 0.0 84.3 14.9 0.8 Total % 0.0 32.6 5.8 0.3 38.7 0 a 0 0 0 1.0 209 192 242 213 856 233 270 235 204 942 1.0 1.0 50 2 39 2 40 2 37 5 166 11 44 43 34 31 152 App. Total 261 233 284 255 1033 3 280 O 313 O 269 4 239 7 1101 • • 0 1798 318 18 2134 Left LTOR Thru Righ App.Left TOR:Thru Righ t Total t 1.0 8 3 1 2 14 3 3 4 5 15 1.0 3 6 0 8 2 2 0 5 1.0 i 1.0 17 0 10 23 14 64 13 18 14 16 63 0 0 0 0 a 0 0 0 0 28 18 24 16 86 18 22 20 23 83 1.01 27 18 25 16 86 16 24 22 30 92 1.0 1.0 0 326 O 329 0 405 0 376 O 1436 0 0 0 0 0 1.0 0 0 0 0 0 App. 'Left' Thru Righ Utur App. Int. Total; t n Total Total 1.0 1.0 1.0 1.0 353! 0 0 0 0 0 642 347 i 0 0 0 0 0 598 430 0 0 0 0 0 738 392 0 0 0 0 0 663 1522 0 0 0 0 0. 2641 417 0 433 412 0 436 425 0 447 342 0 372 1596 0 1688', 29 13 127 0 169 178 0 3032 17.2 7.7 75.1 0.0 0.5 0.2 2.3 0.0 0 3210' 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 a a 731 O 771 O : 736 0: 634 0 2872 5.5 0.0 94.5 0.0 0.0 0.0 0.0 0.0 3.1 3.2 0.0 55.0 0.0 58.2', 0.0 0.0 0.0 0.0 0.0 o -- z 5 v US-1 / Biscayne Blvd Out In Total 3032 2134 5166 336 1798 RTThru Left North 719/03 4:00.00 PM 7/9/03 5.45:00 PM ,A/Vehicles Thru R;ght 1 8 3032 0 1840 3210 5050 Out In Total US-1 18iscavne Blvd 4 70 - -.0 2 .. r 5513 °utter: 3077 / 3076 ounted By: PCC / DAB er: Clear SB & WB Signal Controlled TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 US-1 1 Biscayne Blvd Southbound Start • I Left LTOR 1 Thru Rip Left Thru .i Righ 1 Utur App. i Int . . , Tdrae I Left : Thru ' Righ i RTOR 1 App. i : t i Total t 1 Total i A' • i Left , LTOR , Thru i Total :, Total Total Factor • 1.0 1 1.0 : 1.0 1.0 i 1.0 i 1.0 1 1.0 ' 1.0 I 1.0 i : 1.0 ' 1.0 : 1.0 1.0 i 04:30 PM 0 242 40 2 0 24' 25 0 405 0 430 : 0 0 0 0 0 738 04:45 PM 0 213 37 5 255 2 0 14 0 161 16 0 376 0 392 i 0 0 0 0 0: 663 ' Total 0 455 77 7 0 40 41 0 781 0 822 : 0 0 0 0 0 1401 File Name : 3530-usl @nel st-pm Site Code : 35303077 Start Date 07/09/2003 Page No : 1 Groups Printed- All Vehicles NE 1st Street US-1 / Biscayne Blvd NE 1st Street Westbound Northbound Eastbound 05:00 PM 0 233 44 3 280 3 2 13 0 18 16 0 417 0 433 0 0 0 0 0 731 05:15 PM 0 270 43 0 313 , 3 1 18 0 22 24 0 412 0 436 0 0 0 0 0 771 Grand I 0 958 164 10 1132 9 3 68 0 80 81 0 1610 0 1691 0 0 0 0 0 2903 Total Apprch % 0.0 84.6 14.5 0.9 11.3 3.8 85.0 0.0 4.8 0.0 95.2 0.0 0.0 0.0 0.0 0.0 Total % 0.0 33.0 5.6 0.3 39.0 0.3 0.1 2.3 0.0 2.8 2.8 0.0 55.5 0.0 58.3 0.0 0.0 0.0 0.0 0.0 • US-1 / Biscayne Blvd Out In Total i 1610i i 1132. I 2742 174. 9587 Oi RTOR Thru Left • • --i -:1 , ''' ...,•. 4- o:''' 1 : v --• : i0 1-- I ; i !-' I 4- x• I I •,,2. North c, 7/9/2003 4:30:00 PM 7/9/2003 5:15:00 PM All Vehicles 4 LTOR Thru Right 811 1610: 0: 970 1691:2661 Out In Total US-1 1 Biscayne Blvd bunter: 3076 )unted By: DAB lather: Clear R1-1 Controled 2-Way 4 NE 3rd AVENUE Southbound Start eft Thru Righ Utur l: Time ; t ' n Factor 1.0 1.0 1.0: 1.0 04:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 0 04:45 PM 0 0 0 0 Total 0 0 0 0 TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385-0777 Groups Printed- Alt Vehicles NE lst STREET Westbound File Name Site Code Start Date Page No : 3530-NE3@NE1 PM : 35303076 : 07/07/2003 : 1 NE 3rd AVENUE NE 1st STREET Northbound Eastbound App. Left Thru Righ Utur App. ;L eft ;Thru Righ Utur App. Total t n Total; t n i Total 1.0I 1.0 1.01.0' 1.0! 1.0 1.0 1.0' 0 39 15 0 541 14 9 0 0 23 0; 0 43 19 0 621 7 9 0 0 16 0 • 0 39 15 0 54 3 12 0 0 15 0 0 48 16 0 64 6 2 0 0 8 0 169 65 0 234i 30 32 0 0 62 eft 'Thru' Righ Utur j App. Int. t n Total Total 1.0 1.0'' 1.0 1.0 O 0 0 0 0 77 O 0 0 0 0 78 O 0 0 0 0i 69 O 0 0 0 0 i 72 0 0 0 0 0 296 05:00 PM 0 0 0 0 0 0 43 6 0 49 4 6 0 0 10 ! 0 0 0 0 0 59 05: 15 PM 0 0 0 0 0 0 51 11 0 62 7 10 0 0 17 , 0 0 0 0 0 79 05: 30 PM 0 0 0 0 0 0 23 13 0 36 2 7 0 0 9 0 0 0 0 0 45 05: 45 PM 0 0 0 0 0 0 42 9 0 51 7 7 0 0 14 0 0 0 0 0 65 Total 0 0 0 0 0 0 159 39 0 198 20 30 0 0 50 0 0 0 0 0 248 Grand Total Apprch Total % • • 0 0 0 0 0 0 328 104 0 432 50 62 0 0 112', 0 0 0 0 0 544 0.0 0.0 0,0 0.0 0.0 75.9 24.1 0.0 44.6 55.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 60.3 19.1 0.0 79.4 9.2 11.4 0.0 0.0 20.6', 0.0 0.0 0.0 0.0 0.0 H. uJ e0 - 1 c' E 0 C NE 3rd AVENUE Out In Total 166 0' 166 o' o O. c Right Thru Left Utum 4 Noah 717103 4',00:00 PM 717103 5:45:00 PM • 'Alf Vehicles Left Thru Right Churn 50 62 0 0 0 '.. 112 112. Out In Total NE 3rd AVENUE - )enter: 3076 )unted By: DAB er: Clear R1-1 Controled 2-Way NE 3rd AVENUE Southbound TRANSPORT ANALYSIS PROFESSIONALS, Inc. 8701 SW 137th AVENUE, SUITE 210 MIAMI, FLORIDA 33183-4498 (305) 385 0777 Office (305) 385 9997 Start iLeft IThru Righ ; Utur1 App. Time ; t n Total Factor 1.0! 1.0 1.0 1 1.01 04:30 PM 0 0 0 0 04:45 PM 0 0 0 0 Total 0 0 0 0 05:00 PM 05:15 PM Grand Total Apprch % Total % • • O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 O I Groups Printed- All Vehicles NE 1st STREET NE 3rd AVENUE Westbound Northbound Left Thru Righ Utur App 'F Left III Thru Righ Utur t n Total t ' n 1.0 I.. 1 .0 11. o: 1.0 1 .0 11 .0 1.0 1I 1 .0 0 0 39 15 0 541 3 12 48 16 0 641 6 2 0 _., 0 87 31 0 118 .__ 9 14 0 0 0 43 6 0 O 1 0 51 11 0 0 ' 0 181 48 0 0.0 0.0 0.0 0.0 0.0 79.0 21.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 64.9 17.2 0.0 49 4 6 0 0 62 1 7 10 0 0 229II 20 30 0 0 40.0 50.0 0.0 0.0 82.1 I 7.2 10.8 0.0 0.0 File Name : 3530-NE3@NEI PM Site Code : 35303076 Start Date : 07/07/2003 Page No : 1 NE 1st STREET Eastbound App Left Thru Righ IUtur: App. Int Total tI n Total Total • 1.0 1.0 I 1.0 . 1.0 0 0 0 0 0 69 8 I'. 0 0 0 0 0 72 23 0 0 0 0 0 141 101 17 I 50' 0 0 0 0 0 0 0 0 0 79 0 0 0 0 0 59 0.0 0.0 0.0 0.0 17.9 1 0.0 0.0 0.0 0.0 0.0 • NE 3rd AVENUE out 1n Total 7g 0. 0 01 0 0 Right Thru 4.I Lefl Utum North 7/7/2003 4:30:00 PM 7/7/2003 5:15:00 PM All Vehicles Left Thru Right Uturn 201 301 OT 0 0 50 50 Out In Total NE 3rd AVENUE 0 c 279 This analysis was used to establish traffic flow durino the Peak 2-Hour Period used for Corridor Analyses 875047 TIME NB 1500 526 1515 457 1530 165 1545 473 1600 420 US-1 100' S/0 FLAGLER STREET 2/18/2003 SB 241 227 227 209 229 N/SB 2-HOURS 767 684 392 682 649 1615 458 243 701 1630 425 190 615 1645 430 214 644 1700 566 232 798 1715 521 254 775 1730 498 257 755 1745 454 247 701 1800 440 3,792 234 1,871 674 1815 399 1830 409 1845 358 1900 293 1915 283 1930 305 1945 258 220 237 194 176 150 176 167 619 646 552 469 433 481 425 5,134 5,165 5,256 5,619 5,638 5,663 5,581 5,612 5,520 5,191 4,849 4,575 4,299 875047 US-1 100' S/0 FLAGLER STREET 2/19/2003 TIME NB SS N/SB 2-HOURS 1500 363 200 563 1515 378 211 589 1530 449 199 648 1545 433 162 595 1600 386 231 617 1615 320 177 497 1630 458 236 694 1645 436 192 628 1700 551 219 770 1715 561 230 791 1730 552 227 779 1745 601 213 814 1800 421 229 650 1815 402 3,982 209 1,755 611 1830 370 162 532 1845 379 196 575 1900 304 162 466 1915 300 143 443 1930 267 165 432 1945 280 193 473 4,831 5,038 5,240 5,371 5,590 5,623 5,737 5,575 5,522 5,218 4,870 4,523 4,182 875047 US-1 100' S/0 FLAGLER STREET 2/20/2003 TIME NB SB N/SB 2-HOURS 1500 395 206 601 1515 403 229 632 1530 375 181 556 1545 466 192 658 1600 460 239 699 1615 410 215 625 1630 460 231 691 1645 403 213 616 1700 586 262 1715 579 246 1730 543 232 1745 497 237 1800 454 236 1815 415 204 1830 455 207 1845 470 3,999 201 1900 368 184 1915 349 214 1930 330 173 848 825 775 734 690 619 662 1,825 671 552 563 503 5,078 5,325 5,518 5,737 5,813 5,804 5,798 5,769 5,824 5,528 5,266 4,994 {vph) NB SB Total 1,896 936 2,832 1,991 878 2, 869 2,000 913 2,913 NB SB Total Average = 1,962 909 2.871 Adjusted to Peak Season (f=1.00) = 1,962 909 2,871 Florida Department of Transportation July 08, 2003 • • • ,- County - 87 -- Station --- 5047 Start Date February 18, 2003 Start Tirne 00:00 Site Description: SR 51tJS-1, 100' S FLAGLR ST Direction: N Direction: S Combined Total Time lst 1/4 2nd 1/4 3rd 1/4 4th 1/, Total 1st 1/, 2nd %, 3rd Ya 4th Y., Total 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 79.0 76.0 55.0 38.0 32,0 31.0 23.0 25.0 15.0 13.0 23,0 18.0 16.0 7.0 15.0 15.0 13.0 16.0 13.0 18.0 37.0 37.0 55.0 62.0 73.0 119.0 169.0 195.0 225.0 259.0 325.0 288.0 356.0 367.0 357,0 388.0 285.0 329.0 442.0 370.0 408.0 469,0 424.0 409.0 475.0 416.0 463.0 513.0 486.0 519.0 536.0 465.0 446.0 446.0 516.0 472.0 409.0 344.0 485.0 365.0 526.0 457.0 465.0 473.0 420.0 458.0 425.0 430.0 566.0 521.0 498.0 454.0 440,0 399.0 409.0 358.0 293.0 283.0 305.0 258.0 239.0 256.0 207.0 171.0 147.0 231.0 194.0 168.0 138,0 185.0 163.0 130.0 168.0 113.0 111.0 104.0 248.0 111.0 69,0 53.0 60.0 191.0 556.0 1097.0 1468.0 1426.0 1710.0 1867.0 2006.0 1880.0 1603.0 1921,0 1733.0 2039.0 1606.0 1139.0 873.0 740.0 616,0 496.0 24.0 72.0 54.0 25.0 30.0 17,0 9.0 15.0. 7.0 9.0 18.0 14,0 9.0 9.0 13.0 16.0 8.0 9.0 14.0 8.0 22.0 16.0 25.0 30,0 57.0 42.0 92.0 81.0 98.0 144.0 184.0 194.0 206.0 275.0 308.0 279.0 256.0 215.0 226.0 204.0 228.0 201.0 223.0 214,0 231.0 211.0 245.0 221.0 236.0 237.0 240.0 234,0 226.0 227.0 262.0 195.0 199.0 211.0 220.0 208.0 241.0 227.0 227.0 209.0 229.0 243.0 190.0 214.0 232.0 254.0 257.0 247.0 234.0 220.0 237.0 194.0 176.0 150.0 176,0 167.0 132.0 171.0 110.0 113.0 108.0 102.0 97.0 109.0 110.0 85.0 96.0 88.0 108.0 70.0 59.0 67.0 175.0 71.0 48.0 47.0 39.0 93.0 272.0 620.0 1068,0 901.0 866.0 908.0 947.0 910.0 838.0 904.0 876.0 990.0 885.0 669.0 526.0 416.0 379.0 304.0 423.0 182.0 117.0 100.0 99.0 284.0 828.0 1717.0 2536.0 2327.0 2576.0 2775.0 2953.0 2790.0 2441.0 2825.0 2609.0 3029.0 2491.0 1808,0 1399.0 1156,0 995.0 800.0 24 Hour Total 25508 24 Hour Total 13752 39260 Peak Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 11:45 2054 08:15 1118 11:45 2988 P.M. 17:00 2039 17:15 992 17:00 3029 Daily 11:45 2054 08:15 1118 17:00 3029 Florida Department of Transportation July 08, 2003 • • • County 87 Start Date February 19, 2003 --- Station - 5047 Start Time 00:00 Site Description: SR 5/US-1, 100' S FLAGLER ST Time Direction: N Direction: S Combined Total 1st y. 2nd /, 3rd /4 4th 3 Total 1st �/, 2nd '/< 3rd 1,4 4th Y., Total i 00:00 87.0 65.0 51.0 35.0 238.0 41.0 51.0 41.0 23.0 156.0 394.0 01:00 45.0 32.0 29.0 23.0 129.0 32.0 19.0 10,0 12.0 73.0 202.0 02:00 24.0 9.0 20.0 23.0 76.0 8.0 10.0 13.0 9.0 40.0 116.0 03:00 9.0 14.0 8.0 9.0 40.0 10.0 14.0 8.0 12.0 44.0 84.0 04:00 13.0 17.0 18.0 21.0 69.0 7.0 4.0 9.0 9.0 29.0 98.0 05:00 35.0 33.0 43.0 66.0 177.0 11.0 11.0 24.0 34.0 80.0 257.0 06:00 83.0 97.0 160.0 211.0 551.0 48.0 65.0 52.0 90.0 255.0 806.0 07:00 188.0 227.0 251.0 290.0 956.0 102.0 116.0 139.0 197.0 554.0 1510.0 08:00 285.0 266.0 253.0 363.0 1167.0 218.0 273,0 279.0 286.0 1056.0 2223.0 09:00 296.0 272.0 314.0 392.0 1274.0 266.0 235.0 206.0 201.0 908.0 2182.0 10:00 341.0 341.0 320.0 327.0 1329.0 222.0 197.0 210.0 214.0 843.0 2172.0 11:00 366.0 501.0 410.0 424.0 1701.0 200.0 190.0 213.0 238.0 841.0 2542.0 12;00 469.0 424.0 476.0 430.0 1799.0 244.0 214.0 229.0 223,0 910.0 2709.0 13:00 430.0 460.0 399.0 450.0 1739,0 227.0 224.0 215.0 223.0 889.0 2628.0 14:00 376,0 419.0 328.0 413.0 1536.0 220.0 219.0 212.0 213.0 864.0 2400.0 15:00 363.0 378.0 449.0 433.0 1623.0 200.0 211.0 199.0 162.0 7720 2395.0 16:00 386.0 320.0 458.0 436.0 1600.0 231.0 177,0 236.0 192.0 836.0 2436.0 17:00 551.0 561.0 552.0 501.0 2165.0 219.0 230.0 227.0 213.0 889.0 3054.0 18:00 421.0 402.0 370.0 379.0 1572.0 229.0 209.0 162.0 196.0 796.0 2368.0 19:00 304.0 300.0 267.0 280.0 1151.0 162.0 143.0 165.0 193.0 663.0 1814.0 20:00 251.0 269.0 242,0 221.0 983.0 143.0 133.0 135.0 131.0 542.0 1525.0 21:00 211.0 161.0 217.0 171.0 760.0 98.0 100.0 113.0 93.0 404.0 1164.0 22:00 187.0 166.0 161.0 184.0 698.0 114.0 114.0 105.0 99.0 432.0 1130.0 23:00 177.0 128.0 113.0 94.0 512.0 63.0 74.0 72.0 61.0 270.0 782.0 24 Hour Total 23845 24 Hour Total 13146 36991 Direction: N Hour Volume Peak Information Direction: S Hour Volume Combined Directions Hour Volume A,M. 11:15 1804 08:15 1104 11:45 P.M. 17:00 2165 12:00 910 17:00 Daily 17:00 2165 08:15 1104 17:00 2718 3054 3054 Florida Department of Transportation July 08, 2003 • • County ----i 87 ---- Station 5047 Start Date February 20, 2003 Start Time 00:00 Site Description: SR 51US-1, 100' S FLAGLER ST Time 00;00 01:00 02:00 03:00 04:00 05:00 06:00 07;00 08:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Direction: N Direction: S Combined Total 1st y4 2nd 74 3rd 'A 4th '/A Total 1st 1/4 2nd y4 3rd yA 4th '/4 Total 108.0 99,0 64.0 53.0 35.0 43.0 38.0 33.0 18.0 34.0 18.0 11.0 16.0 11,0 11.0 17.0 11.0 22.0 23.0 22.0 35.0 43.0 64.0 60.0 81.0 105.0 132.0 218.0 212.0 241.0 263.0 291.0 308.0 266.0 275.0 270,0 302,0 298.0 352.0 348.0 325.0 374.0 383.0 354.0 447.0 410,0 480.0 450,0 451.0 478.0 461.0 461.0 442.0 495.0 443.0 433.0 395.0 470.0 336.0 488.0 395.0 403.0 375.0 466.0 460.0 410.0 460.0 403.0 586.0 579.0 543.0 497.0 454.0 415.0 455.0 470.0 368.0 349.0 330.0 281.0 309.0 225.0 280.0 253.0 193.0 208.0 225.0 189.0 253.0 199.0 185.0 156.0 190.0 163.0 140.0 113.0 324.0 149.0 81.0 55.0 78.0 202.0 536.0 1007.0 1119.0 1300.0 1436.0 1787.0 1851.0 1813.0 1689.0 1639.0 1733.0 2205.0 1794.0 1328.0 1067.0 815.0 793.0 606.0 61.0 101.0 50.0 29.0 26.0 35.0 21.0 13.0 12.0 21.0 20.0 4.0 14.0 16.0 8.0 10.0 16.0 11.0 10.0 11.0 11.0 22.0 20.0 42.0 55.0 46.0 72.0 86.0 107.0 117.0 148.0 179.0 184.0 239.0 248.0 260.0 297.0 260.0 217.0 218.0 208.0 204.0 277.0 193.0 209.0 220.0 232.0 222.0 246.0 213.0 230.0 280.0 218.0 207.0 244.0 247.0 194.0 236,0 266.0 210.0 206.0 229.0 181.0 192.0 239.0 215.0 231.0 213,0 262.0 246.0 232,0 237.0 236.0 204.0 207.0 201.0 184,0 214.0 173.0 158.0 166.0 144.0 134.0 124.0 116.0 120.0 142.0 168.0 226.0 115.0 118.0 64.0 99.0 88,0 89.0 55.0 241.0 95.0 57.0 48.0 48.0 95.0 259.0 551.0 931,0 992.0 882.0 883.0 969.0 916.0 906.0 808.0 898.0 977.0 848.0 729.0 568.0 546.0 543.0 331.0 565.0 244.0 138.0 103.0 126.0 297.0 795,0 1558.0 2050.0 2292.0 2318.0 2670.0 2820.0 2729.0 2595.0 2447.0 2631.0 3182.0 2642.0 2057.0 1635.0 1361.0 1336.0 937.0 24 Hour Total 25407 24 Hour Total 14121 39528 Peak Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 11:30 1859 08:30 1065 11:30 2772 P.M. 17:00 2205 17:00 977 17:00 3182 Daily 17;00 2205 08730 1065 17:00 3182 This analysis was used to establish traffic flow during the Peak 2-Hour Period used for Corridor Analyses 870100 EAST FLAGLER STREET 200' WIO BISCAYNE BOULEVARD 3/18/2003 TIME WB 2-HOURS (vph) 1500 77 1515 82 1530 64 1545 79 1600 59 1615 74 1630 69 1645 67 1700 58 1715 69 1730 65 1745 57 1800 48 1815 41 1830 38 1845 30 1900 28 1915 31 1930 24 1945 22 571 1 286 552 539 540 518 507 474 443 406 376 338 297 262 870101 EAST FLAGLER STREET 200' W/O BISCAYNE BOULEVARD 3/19/2003 TIME WB 2-HOURS (vph.1 1500 79 1515 78 1530 86 1545 56 1600 63 1615 62 1630 61 1645 64 1700 61 1715 65 1730 82 1745 72 1800 66 1815 54 1830 44 1845 34 1900 34 1915 37 1930 32 1945 29 549 1 275 531 518 514 530 533 525 508 478 451 423 373 330 870101 EAST FLAGLER STREET 200' W/O BISCAYNE BOULEVARD 3/20/2003 TIME WB 2-HOURS (vph) 1500 66 1515 66 1530 69 1545 79 1600 69 1615 69 1630 65 1645 80 1700 63 1715 50 1730 70 1745 72 1800 49 1815 67 1830 44 1845 34 1900 32 1915 21 1930 28 1945 15 563 1 282 560 544 545 538 518 516 495 449 418 389 347 290 Average = 281 Peak Season adjustment factor = 1.00 Florida Department of Transportation i c'.'er",'ber 12, 2003 • • - County -•-- 87 - Station - 0101 Start Date Start Time March 18, 2003 23:45 Direction: W Site Description: R 9681F LAGLER STNJB, 240' W LIS-11BISCAYNE BLVD Tirne 00:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 06:00 09:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 1st % 2nd 14 3rd V, 4th Y, 5.0 10.0 2.0 6.0 4.0 3.0 3.0 1.0 1.0 3.0 1.0 1.0 1.0 3.0 2.0 2.0 2.0 3.0 2.0 3.0 4.0 5.0 11.0 6.0 18.0 13.0 19.0 25.0 29.0 39.0 41.0 38.0 56.0 72.0 63.0 55.0 86.0 61.0 65.0 79.0 83.0 106.0 82.0 72.0 81.0 92.0 87.0 85.0 89.0 88.0 119.0 95.0 81.0 95.0 95.0 68,0 67.0 86.0 79.0 63.0 77.0 82.0 64.0 79.0 59.0 74.0 69.0 72.0 57.0 53.0 89.0 65.0 57.0 48.0 41.0 38.0 30.0 25.0 31.0 24.0 22.0 11.0 22.0 21.0 20.0 14.0 15.0 17.0 19.0 17.0 13.0 11.0 13.0 14.0 11.0 12.0 Total 23.0 11,0 6.0 8.0 10.0 25.0 75.0 147.0 247.0 291.0 343.0 345.0 391.0 339.0 295.0 302.0 274.0 259.0 184.0 113.0 75.0 66.0 60.0 50.0 24 Hour Total 3941,0 Combined Total 23.0 11.0 6.0 8.0 10.0 26.0 75.0 147.0 247.0 291,0 343.0 345.0 391.0 339.0 295.0 302.0 274.0 259.0 154.0 113.0 76.0 66.0 50 0 50.0 3941.0 Direction: 11,1 Hour Volume Peak ln`ormation Hour Volume Combined Direcl:cns Hour Vc;'.m.e A.M. 11:45 381 11:45 P.M. 12:00 391 12.00 Daily 12:00 391 12:00 381 391 391 riorfcia uepartnlenc o1; t ransporiation November 12, 2003 • • • - County - 87 Start Date - -- Station 01011 Start Time March 19, 2003 23:45 Site Description: SR 953/F AGLER STWWB, 200' W US-11BISCAYNE SLVD Time Direction: W Combined Tatat 1st % 2nd '/< 3rd '/. 4th '/. Total 00:00 4.0 10.0 9.0 4.0 27.0 27.0 01:00 4.0 4.0 3.0 9.0 20.0 20.0 02:00 2.0 3.0 6.0 3.0 14.0 14.0 03:00 2.0 3.0 4.0 1.0 10.0 10.0 04:00 1,0 3.0 1.0 2.0 7.0 7.0 05:00 10.0 5.0 5.0 14.0 34.0 34.0 06:00 13.0 15.0 15.0 25.0 68.0 68.0 07:00 29.0 23.0 31.0 47.0 135.0 135.0 08:00 52.0 55.0 70.0 61.0 233.0 238.0 09:00 67.0 74.0 84.0 84.0 309.0 309.0 10:00 88.0 66.0 96.0 87.0 337.0 337.0 11:00 81.0 100.0 100.0 104,0 385.0 385.0 12:00 67.0 95.0 126.0 69.0 357.0 357.0 13:00 88.0 69.0 73.0 67.0 317.0 317.0 14:00 56.0 82.0 81.0 87.0 306.0 306.0 15:00 79.0 78.0 86.0 56.0 299.0 299.0 16:00 63.0 62.0 61.0 64.0 253.0 250,0 17:00 61.0 65.0 82,0 72.0 280.0 230.0 13:00 66.0 54.0 44.0 34.0 198.0 198.0 19:00 34.0 37.0 32.0 29.0 132.0 132.0 20:00 17.0 33.0 25.0 15.0 92.0 92.0 21:00 13.0 10.0 19.0 10.0 52.0 52.0 22:00 15.0 13.0 10.0 20.0 61.0 61.0 2100 9.0 3.0 15.0 8.0 35.0 35.0 24 Hour Total 3953.0 3963.0 P.M. Daily Peak tn(crmaticn Direction: VV Hour Volume Hour Volume 11 :45 12:15 11:45 392 373 392 Combined Directions Hour Volume 11:45 12:15 11:45 392 378 397, Florida Department of Transportation Ncve„mver 12, 2003 • • county - 87 Start Date I` Station 0101 r Start Time March 20, 2003 23:45 Site Description: SR 958/FLAGLER STANB, 200' W US-11BISCAYNE BLVD Time Direction: W Combined Total 1st A 2...d / 3rd '4 4th Y. Total 00:00 9.0 9.0 5.0 7.0 30.0 30.0 01:00 3.0 6,0 3.0 2.0 14.0 14.0 02:00 3.0 1.0 1.0 1.0 6.0 6.0 03:00 1.0 0 0 1.0 1.0 3.0 3.0 04:00 1.0 7.0 3,0 1,0 12.0 12.0 05:00 5.0 10,0 8.0 13.0 39.0 39.0 06:00 12.0 23.0 25.0 21.0 82.0 82.0 07:00 38,0 35.0 31.0 56.0 161.0 151.0 C3:00 4-4.0 51.0 57.0 65.0 227.0 227.0 09:00 77.0 57.0 63.0 59.0 271.0 271.0 10:00 75.0 99.0 73.0 75.0 322.0 322.0 11:00 91.0 81.0 100.0 85.0 357.0 357.0 12.00 30.0 52.0 93.0 86.0 341.0 341.0 13:00 84_0 74.0 73.0 95.0 327.0 327.0 14:00 74.0 75.0 73.0 91.0 319.0 319.0 15:00 66.0 63.0 69.0 79.0 280,0 260.0 15:00 59 0 69.0 65.0 60.0 283.0 283.0 17:00 53.0 50.0 70.0 72.0 255.0 255.0 18:00 49.0 67.0 44.0 34.0 194.0 194.0 19:00 32.0 21.0 28.0 15.0 55.0 95.0 20:00 19.0 11.0 27.0 21.0 73.0 78.0 21:00 4.0 16.0 10.0 23.0 53.0 53.0 22:00 14.0 14.0 11,0 13.0 52.0 52.0 23:00 14.0 12.0 15.0 7.0 43.0 48.0 24 Hour Total 3350.0 3350.0 Cireotion: W^I Hour Volu Peak Information Hour Volume Combined Directors Hour Vo:ume A_M. 11:30 357 P.M. 12:15 345 Daily 11:C0 357 11:00 12:15 11:00 357 345 357 This analysis was used to establish traffic flow during the Peak 2-Hour Period used for Corridor Analyses 870100 870100 870100 SE lst STREET 200' W/O BISCAYNE BOULEVARD 3/18/2003 TIME EB 2-HOURS (vph) 1500 179 1515 170 1530 156 1545 207 1600 197 1615 217 1630 216 1645 309 1700 295 1715 269 1730 295 1745 294 1800 207 1815 206 1830 213 1845 193 1900 208 1915 138 1930 69 1945 100 1,651 1,767 1,866 2,005 2,092 2,102 2,091 2,088 1,972 1,885 1,754 1,528 1,334 1,051 SE lst STREET 20fl' W/O BISCAYNE BOULEVARD 3/19/2003 TIME EB 2-HOURS fvphl 1500 149 1515 180 1530 177 1545 204 1600 147 1615 219 1630 192 1645 310 1700 321 1715 258 1730 295 1745 254 1800 226 1815 250 1830 217 1845 195 1900 155 1915 114 1930 106 1945 133 1,578 1,750 1,828 1,946 1,996 2,075 2,106 2,131 2,016 1,850 1,706 1,517 1,396 1,066 SE 1st STREET 200' W/O BISCAYNE BOULEVARD 3/20/2003 TIME EB 2-HOURS (vph' 1500 158 1515 180 1530 171 1545 181 1600 187 1615 200 1630 218 1645 217 1700 302 1715 296 1730 270 1745 296 1800 295 1815 208 1830 207 1845 214 1900 190 1915 203 1930 142 1945 95 1,512 1,656 1,772 1,871 1,986 2,094 2,102 2,091 2,088 1,976 1,883 1,755 1,554 Average = 1,051 1,056 Peak Season adjustment factor = 1.00 Florida Department of Transportation N verb& 12, 2003 • • count/ - - -- Station - 87 0100 Start Date March 18, 2003 Start Time 23:45 Site Description: 5R 968tEB SE 1 ST, 200' W SR 5/US-1/BISCAYNE BLVO 0 Time 00:00 19.0 17.0 13.0 01:00 4.0 5.0 6.0 4.0 02:00 5.0 3.0 7.0 6,0 03:00 4.0 6.0 5.0 6.0 04:00 37.0 12.0 23.0 25.0 05:00 14.0 13.0 43.0 30.0 06:00 34.0 55.0 77.0 83.0 07190 67.0 80.0 105.0 94 0 08:00 95.0 124.0 125.0 142.0 09: 00 140.0 127.0 133.0 152.0 10:00 164.0 191.0 171.0 174.0 11:00 206.0 132.0 204.0 184.0 12:00 204.0 170.0 202.0 213.3 13:00 195.0 155.3 162,0 172,0 14:00 166.0 152.0 150.0 157.0 15:00 179.0 170.0 155.0 207.0 16:00 197.0 217.0 215.0 309,0 17:00 295.0 253.0 295.0 294.0 18.00 I 207.0 206.0 213.0 193.0 19: C0 208.0 138.0 69.0 103.0 20:00 75.0 40.0 41.0 61.0 21:00 45.3 51.0 47.0 53.0 22:00 40.0 43.0 25.0 44.0 23:00 31.0 20.0 25.0 24.0 ectian: E 1st Y. 2nd V, 3rd Y. 4th Y4 7.0 Total 56.0 19.0 21.0 21.0 97,0 100.0 249.0 356.0 437.0 557.0 700.0 776.0 789.0 714.0 625.0 712.0 939.0 1153.0 519.0 515.0 218.0 196.0 152.0 100.0 24 Hour Total 10371 Combined Total 56.0 19.0 21.0 21.0 97.0 100.0 249.0 356.0 437.0 557.0 700.0 776.0 789.0 714.0 625.0 712.0 939.0 1153.0 819.0 515.0 2130 196.0 152.0 100.0 10371 Pee'< Information Direction: E Combined Cire--;t;:ns N.cwr Volume our Volume Hour Vo,,:me A_h.i. 11:C0 775 11:00 775 P.M. 15.45 1163 16:45 11�8 Gaily 15.45 1158 16:45 1153 Florida Department of Transportation November 12, 2003 - Count/ -- r Station --- 87 0100 Start Date Start Time March 19, 2003 23:45 Site Description: 5B 968/EB SE 1 ST, 200' W SR 51US-11B1SCAYNE BLVD Time 00:00 01:00 02:00 03.00 04:00 05:00 06:00 07:00 08:00 09:00 10.00 11:00 12:C0 13:00 14:00 15:00 16:00 17:00 13:00 19:00 20:00 21:00 22:00 23:00 Direction: E 1st / 2nd ;4 3rd 1/. 4th Total 12.0 12.0 11.0 10.0 14.0 11.0 9.0 10.0 8.0 6.0 8.0 3.0 5.0 4.0 10,0 4.0 6.0 8.0 20.0 21.0 9.0 19.0 22.0 26.0 29.0 43.0 50.0 56.0 86.0 81.0 105.0 103.0 56.0 138.0 109.0 149.0 114.0 159.0 137.0 145.0 119.0 147.0 198.0 160.0 157.0 217.0 228.0 253.0 222.0 207.0 209.0 182.0 225.0 191.0 221.0 185.0 152.0 190.0 180,0 210,0 149 0 1 80-0 177.0 204.0 147,0 219.0 19.2.0 310.0 321.0 253.0 255.0 254.0 226.0 250.0 217.0 195.0 155.0 114.0 106.0 133.0 110.0 111,0 77.0 68.0 62.3 26.0 45.0 42.0 29.0 32.0 44.0 41.0 26.0 10.0 14.0 18.0 45.0 44.0 25.0 23.0 55.0 76.0 183.0 375.0 492.0 555.0 624.0 855.0 820.0 822.0 732.0 710.0 865,0 1128.0 833.0 509.0 366.0 185.0 146.0 6a.0 24 Hour Total 10593 Combined Total 45.0 44.0 25.0 23.0 55.0 76.0 183.0 375.0 492.0 555.0 624.0 855.0 820.0 822.0 732.0 710.0 868.0 1129.0 869,0 508.0 366.0 185.0 146.0 68.0 10593 Peak information Cirecticn: E Combined Directions Fiovr Volume Hour Volume Hour VoPurre A.M. 11:15 920 11:15 920 P.M. 18:45 1184 16:45 1184 Day 15:45 1164 16:45 1134 • Florida Department of Transportation November 12, 2003 - County - 87 Start Date rStation - 0100 March 20, 2003 Time. 00:00 01:00 02:CO 03:00 04:00 05:C0 06:00 07:C0 08:00 09:C0 10:00 11:00 12:00 13:00 14:00 15:C0 151C0 17 :01 13:0 19:0i 20:0 21:C 22:0 23:0 Start Time [ 23:45 Site Description: SR 968/EB SE 1 ST, 200' W SR 5/US-1/BESCAYNE BLVD Direction: E Combined Total 1st / 2nd / 3rd '/. 41h y. Total 73.0 24.0 19.0 17.0 13.0 73.0 8.0 6.0 4.0 7.0 25.0 25.0 3.0 5.0 4.0 7.0 19.0 19.0 5.0 6.0 7.0 13.0 31.0 31.0 19.0 27,0 11.0 20.0 77.0 77.0 27.0 16.0 11.0 43.0 102.0 102.0 28.0 36.0 57.0 79.0 200.0 200.0 83.0 61,0 89.0 103.0 356.0 356.0 94.0 95.0 120.0 126.0 435.0 435.0 143.0 141.0 127.0 139.0 550.0 550.0 153.0 165.0 192.0 177.0 632.0 632.0 175.0 198.0 183.0 193.0 749,0 749.0 185.0 197.0 171.0 187.0 740.0 740.0 200.0 193.0 190.0 163.0 746.0 746.0 174.0 167.0 153.0 151.0 645.0 645.0 158.0 180.0 171.0 131,0 690.0 61;0.0 187.0 200.0 218.0 217.0 822.0 822.0 302.0 256.0 270.0 296.0 1164.0 1164.0 [ 295.0 208.0 207.0 214.0 924.0 924.0 190.0 203.0 142.0 95.0 630.0 630.0 I 102.0 31.0 68.0 74.0 325.0 325.0 i 87.0 56.0 48.0 51.0 242.0 242.0 3 53.0 48.0 44.0 29.0 174.0 174.0 41.0 31.0 20.0 0.0 92.0 92.0 24 Hour Total 10493 10493 Peak information Direction: E Hour Volume Hour Volume A.M. 11:15 759 P.M. 17:00 1164 Daly 17:C0 1154 Combined Directions Hour Voiurre 11:15 759 17:00 1154 17:00 1164 • • 0 APPENDIX D TRAFFIC SIGNAL OPERATING DATA 07/15/2003 TUE 08:25 FAX 305 477 6422 DADE COUNTY TSS SIGNAL OPERATING PLAN II009 • SIGNAL HEAD NUMBER PHASE INT . 14. (> • R. P4 :� /)"7-- (. '6' '=) ,l:rai, RJW. Cr no it twj Nil--. r . • IIiI'iiiiii i ~F ) (Pt*. 0- - -FY- A 2 ; c- h L.L. ,w 1 ' '' ME11111111111111111•1=111111' ` - w T. RiW III CLEAR TO pp R4 /4 ) '-Z J?7 c„) a III 11111111111111 111F,{ Drown 11. >a Alv4. LL,.or Date S f 9 MlAMI-DADE COUNTY DEPARTMENT OF PUBLIC WORKS ASSET N[1'. 2 I fs 7 Check Date Division Er 1neer Date Piaced in Servioe Phasing Number Date: $Y: f 2/- 15/2003 TJE 08:24 F 1305 477 6422 DADE C©U1'Y TSS SIGNAL OPERATING PLAN IV1 U U J • PHASE RC t. SIGNAL HEAD NUMBER INT 7 1-i. P-2{ Zw. k_z1 O ce P 1.4 { V sit t ■■■■111111111•■11■ MI ■.RU1111.U■■■■ III 111111111111111 MUM ill 11111111N11111111111111111 Drown Data FgAtUCr1/04 Check LI.P,ANo.- pirtsion Engineer 5:fr *, Dote Dote W MIAMI-DADE COUNTY DEPARTMENT OF PUBLIC WORKS U Peed in service AS9E' NC). Z Co Ph0$ing Number • • • TIMING DATA FOR 2304 US 1 & NE 2 ST PAT OF NSW F Y Y EWW F Y Y 2 M 42 50 4 4 4 12 8 4 4 3 M 44 56 4 4 4 6 8 4 4 4 M 18 65 4 4 4 7 8 4 4 5 T 44 55 4 4 4 7 8 4 4 6 T 76 62 4 4 4 10 8 4 4 8 T 44 48 4 4 4 14 8 4 4 9 T 44 48 4 4 4 14 8 4 4 11 T 76 58 4 4 4 14 8 4 4 12 T 41 48 4 4 4 14 8 4 4 14 M 76 52 4 4 4 20 8 4 4 15 M 76 52 4 4 4 20 8 4 4 17 T 44 48 4 4 4 14 8 4 4 18 T 44 48 4 4 4 14 8 4 4 20 T 44 56 4 4 4 6 8 4 4 22 T 44 56 4 4 4 6 8 4 4 23 T 44 56 4 4 4 6 8 4 4 24 T 44 56 4 4 4 6 8 4 4 MIN: 7 4 6 8 (SEC: 2 TYPE: NA) S Y M CYC 900 B PARADE I 90GRAND PRIX 1 1000 B PARADE 0 90MID-DAY (M & 100PM PEAK (M & 90PM PEAK 90AVERAGE 100PM PEAK 90POST PM PEAK 100 ARENA IN 100 ARENA OUT 90MID-DAY 90BAYSIDE EXIT 90EARLY NITE 2 6 90NITE 6/0 6 90LATE NITE 7/ 6 90RECALL TEST TIMING DATA FOR 2296 US 1 (SB) & NE 1 ST (SEC: 2 TYPE: NA) PAT OF SW F Y WW F Y S Y M CYC 2 M 48 63 4 4 7 8 4 900 B PARADE I 3 M 48 63 4 4 7 8 4 90GRAND PRIX 1 4 M 14 73 4 4 7 8 4 1000 B PARADE O 5 T 48 63 4 4 7 8 4 90MID-DAY (M & 6 T 82 70 4 4 10 8 4 100PM PEAK (M & 8 T 48 63 4 4 7 8 4 90AM PEAK 9 T 48 63 4 4 7 8 4 90AVERAGE 11 T 82 73 4 4 7 8 4 100PM PEAK 12 T 50 63 4 4 7 8 4 90POST PM PEAK 14 M 82 60 4 4 20 8 4 100 ARENA IN 15 M 82 60 4 4 20 8 4 100 ARENA OUT 17 T 48 63 4 4 7 8 4 90MID-DAY 18 T 48 63 4 4 7 8 4 90BAYSIDE EXIT 20 T 48 63 4 4 7 8 4 90EARLY NITE 2 22 T 48 63 4 4 7 8 4 6 90NITE 6/0 23 T 48 63 4 4 7 8 4 6 90LATE NITE 7/ 24 T 48 63 4 4 7 8 4 6 90RECALL TEST MIN: 7 4 7 8 • • • TIMING DATA FOR 2187 US 1 & E FLAGLER ST PAT OF NSW F Y WW F Y 2 M 55 48 7 4 18 9 4 3 M 56 59 7 4 7 9 4 4 M 10 59 7 4 17 9 4 5 T 56 59 7 4 7 9 4 6 T 87 59 7 4 17 9 4 8 T 56 59 7 4 7 9 4 9 T 56 59 7 4 7 9 4 11 T 87 59 7 4 17 9 4 12 T 38 59 7 4 7 9 4 14 M 82 54 7 4 22 9 4 15 M 82 54 7 4 22 9 4 17 T 56 59 7 4 7 9 4 18 T 56 59 7 4 7 9 4 20 T 56 59 7 4 7 9 4 22 T 56 59 7 4 7 9 4 23 T 56 59 7 4 7 9 4 24 T 56 59 7 4 7 9 4 MIN: 7 7 7 9 TIMING DATA PAT OF WW 2 M 8 56 3 M 8 18 5 M 17 49 6 M 96 54 7 T 58 28 8 T 24 39 9 T 17 49 10 T 17 43 11 T 26 52 12 T 80 38 13 T 23 26 14 T 17 46 15 M 96 54 16 M104 77 17 M 2 26 23 T 0 26 24 T 0 26 MIN: 7 FOR 2188 E FLAGLER ST & 3 AVE F Y NW F Y 4 4 16 6 4 4 4 54 6 4 4 4 23 6 4 4 4 28 6 4 4 4 14 6 4 4 4 33 6 4 4 4 23 6 4 4 4 29 6 4 4 4 30 6 4 4 4 34 6 4 4 4 16 6 4 4 4 26 6 4 4 4 28 6 4 4 4 15 6 4 4 4 16 6 4 4 4 16 6 4 4 4 16 6 4 4 7 6 (SEC: 2 TYPE: S Y (SEC: 25 TYPE: S Y NA) M CYC 900 B PARADE I 90GRAND PRIX 1 1000 B PARADE 0 90MID-DAY (M & 100PM PEAK (M & 90AM PEAK 90AVERAGE 100PM PEAK 90POST PM PEAK 100 ARENA IN 100 ARENA OUT 90MID-DAY 90BAYSIDE EXIT 90EARLY NITE 2 6 90NITE 6/0 6 901ATE NITE 7/ 6 90RECALL TEST NA) M CYC 900 B PARADE I 90GRAND PRIX M 90MID-DAY M1 0 1000 B PARADE 0 60PRE AM M2 0/ 90AM PEAK M1 1 90MID-DAY M1 0 90MID-DAY M1 0 100PM PEAK M1 0 90POST PM M2 0 60NITE 0/1 90SATURDAY MID 100MIAMI ARENA 110PM PEAK M1 0 60NE 2 AVE HIG 6 60LATE NIGHT 3 6 60R ECALL TEST • • • Enter command (CAPITAL LETTERS, MM = Main Menu) SPS DAY NUMBERS: 1 - SUNDAY 2 - MONDAY 3 - TUESDAY 4 - WEDNESDAY 5 - THURSDAY 6 - FRIDAY 7 - SATURDAY 8 HOLIDAY 9 - MONDAY (NO SCHOOL) 10 - TUESDAY (NO SCHOOL) 11 - WEDNESDAY (NO SCHOOL) 12 THURSDAY (NO SCHOOL) 13 - FRIDAY (NO SCHOOL) ENTER DAY #, SECTION # (/ = STOP) 5,2 TIME PATTERN CYCLE DESCRIPTION - SECTION 2 PATTERN SCHEDULE FOR DAY # 5 0 20 90 EARLY NITE 2/0 30 22 90 NITE 6/0 100 23 90 LATE NITE 7/0 530 22 90 NITE 6/0 600 9 90 AVERAGE 720 8 90 AM PEAK 930 17 90 MID -DAY 1545 11 100 PM PEAK 1800 12 90 POST PM PEAK 1900 9 90 AVERAGE 2100 18 90 BAYSIDE EXIT 2300 20 90 EARLY NITE 2/0 • • 0 APPENDIX E FDOT SEASONAL ADJUSTMENT FACTORS AND PROJECTIONS • • Print Date: JuVl 2/2004 Florida Department of Transportation Transportation Statistics Office 2003 Peak Season Factor Category Report MIAMI-DADE NORTH MOCF _ 0.99 egory: 8700 Week Dates SF PSCF 1 01/01/2003 - 01/04/2003 1.01 1.02 2 01/05/2003 - 01/11/2003 1.01 1.02 3 01/12/2003 - 01 /18/2003 1.02 1.03 4 01/19/2003-01125/2003 1.01 1.02 5 01/26/2003 - 02/01/2003 1.00 1.01 6 02/02/2003 - 02/08/2003 0.99 1.00 * 7 02/09/2003 - 02115/2003 0.98 0.99 * 8 02/16/2003 - 02/22/2003 0.99 1.00 * 9 02/23/2003 - 03/01/2003 0.99 1.00 * 10 03/02/2003 - 03/08/2003 0.99 1.00 * 11 03/09/2003 - 03 /15/2003 1.00 1.01 * 12 03/16/2003 - 03/22/2003 0.99 1.00 * 13 03/23/2003 - 03/29'2003 0.99 1.00 * 14 03/30/2003 - 04/05/2003 0.99 1.00 * 15 04/06/2003 - 04/12/2003 0.99 1.00 * 16 04/13/2003 - 04/19/2003 0.99 1.00 * 17 04/20/2003 - 04/26/2003 0.99 1.00 * 18 04/27/2003 - 05/03/2003 0.99 1.00 * 19 05/04/2003 - 05/10/2003 0.99 1.00 20 05/1 1/2003 - 05/17/2003 0.99 1.00 21 05/18/2003 - 05/24/2003 0.99 1.00 22 05/25/2003 - 05/31/2003 0.99 1.00 23 06/01/2003 - 06/07/2003 0.99 1.00 24 06/08/2003 - 06/14/2003 1.00 1.01 25 06/15/2003 - 06/21/2003 1.00 1.01 26 06/22/2003 - 06/28/2003 1.00 1.01 27 06/29/2003 - 07/0512003 1.00 1.01 28 07/06/2003 - 07/12/2003 1.01 1.02 29 07/13/2003 - 07/19/2003 1.01 1.02 30 07/20/2003 - 07/26/2003 1.01 1.02 31 07/27/2003 - 08/02/2003 1.02 1.03 32 08/03/2003 - 08/09/2003 1.02 1.03 33 08/10/2003 - 08/16/2003 1.02 1.03 34 08/17/20033 - 08123/2003 1.02 1.03 35 08/24/2003 - 08/30/2003 1.02 1.03 36 08/31/2003 - 09/06/2003 1.02 1.03 37 09/07/2003 - 09/13/2003 1.01 1.02 38 09/14/2003 - 09/20/2003 1.01 1.02 39 09/21/2003 - 09/27/2003 1.01 1.02 40 09/28/2003 - 10/04/2003 1.01 1.02 41 10/05/2003 - 10/11/2003 1.01 1.02 42 10/12/2003 - 10/18/2003 1.00 1.01 43 10/19/2003 - 10/25/2003 1.00 1.01 44 10/26/2003 - 11/01/2003 1.01 1.02 45 11/02/2003 - 11/08/2003 1.01 1.02 46 11/09/2003 - 11/15/2003 1.01 1.02 47 11/16/2003 - 11/22/2003 1.01 1.02 48 11/23/2003 - 11/29/2003 1.01 1.02 49 11/30/2003 - 12/06/2003 1.01 1.02 50 12/07/2003 - 12/13/2003 1,01 1.02 51 12/14/2003 - 12/20/2003 1.01 1.02 52 12/21/2003 - 12/27/2003 1.01 1.02 53 12/28/2003 - 12/31/2003 1.02 1.03 Note: "*" indicates peak season week Page 1 Print Date: July ,04 Transportation S s Office 2003AADT Forecast • COUNTY: 87 -- DADE SITE DESCRIPTION 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 0101 SR 968/FLAGLER STIWi3, 200' W US-1/BISCAYNE BLVD 3,800 3,800 3,800 3,800 3,800 3,800 3,800 3,800 3,800 3,800 This report estimates the future AADT for a site based upon that sites historical AADT. These estimates should only be used as a first guess; more detailed analysis is required for planning purposes. Future year AADT estimates are straight-line projections between 1991-1993 average and the 2001-2003 average. Future AADT estimates will only be projected for a time period commensurate with the amount of history available. This means, for example, if there is only 5 years of history available at a site, the AADT will only be projected for 3 years. Projected AADT estimates are rounded to the nearest thousand vehicles. Page: 1 l-innt Date: July 1004 Transportation S s Office 2003AADT F tag • COUNTY; 87 -- DADE SITE DESCRIPTION 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 0100 SR 968/EB SE 1 ST, 200' W SR 5/US-1/BISCAYNE BLVD 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 This report estimates the future AADT for a site based upon that site's historical AADT. These estimates should only be used as a first guess; more detailed analysis is required for planning purposes. Future year AADT estimates are straight-line projections between 1991-1993 average and the 2001-2003 average. Future AADT estimates will only be projected for a time period commensurate with the amount of history available. This means, for example, if there is only 5 years of history available at a site, the AADT will only be projected for 3 years. Projected AADT estimates are rounded to the nearest thousand vehicles. Page: 1 t'rint Date: July •04 111 Transportation S s Office 2003AADT F ecast COUNTY: 87 -- DADC SITE DESCRIPTION 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 5047 SR 5/US-1, 100' S FLAGLER ST 38,000 38,500 39,000 39,500 40,000 40,500 41,000 41,500 , 27 Cjr,i0 DtlltC.,,' Ow it /eqr- This report estimates the future AADT for a site based upon that site's historical AADT. These estimates should only be used as a first guess; more detailed analysis is required for planning purposes. Future year AADT estimates are straight-line projections between 1991-1993 average and the 2001-2003 average. Future AADT estimates will only be projected for a time period commensurate with the amount of history available. This means, for example, if there is only 5 years of history available at a site, the AADT will only be projected for 3 years. Projected AADT estimates are rounded to the nearest thousand vehicles. Page: • APPENDIX F EXCERPTS FROM 2005 T12ANSPORTATION • IMPROVEMENT PROGRAM. REPORT (TIP) • • • • • MIAM1-DADE METROPOLITAN PLANNING ORGANIZATION TRANSPORTATION IMPROVEMENT PROGRAM ROAD IMPACT FEES MPO Project Num. Facility/Project Narne Bicycle Accom Type of Work Project Cost ($000s) Prior Years Costi'{) ($000s) MIAMIDACE GW,r"' Agency Project Num. From/Location To/Location Length (miles) Remarks PW000042 Traffic Control Devices no Signahzation Activity !Phase Funding Source Proposed Funding (in $000s) 2007 - 2008 IOO.i - 2064 2UU4 - 2005 2UU5 - 2006 nap- 2007 000042 Various Locations Status varies by project; Continuing Program P CST RIF 256 372 372 24 0 CEI RIF 32 46 46 3 0 PE RIF 32 46 46 3 0 PW610140 Flagter Street yes New Construction: from one-way to two-way 1,000 Activity (Phase Funding Source Proposed Funding (in $000s) 2003 - 2004 21)04 - 2005 2005 - 2006 2006 - 2007 2001 - 2008 610140 NW 2 Avenue Biscayne Boulevar 0.5 Major road & bridge project A RIF 0 0 0 0 0 PW651022 Grand Avenue no New Construction: 2 lanes & left turn lanes 500 Activity (Phase Funding Source Proposed Funding (in $000s) 2003- 2004 2004- 2005 2005- 2006 2OOb- 2007 2001- 2008 651022 SW 37 Avenue SW 32 Avenue 0,5 Construction partially unfunded A RIF 0 0 0 0 0 PW662358 NW 95 Street yes Reconstruction: 4 lanes / New construction: tur 3,900 Activity /Phase Funding Source Proposed Funding (in $000s) 21.103 - 2004 20U4 - 2005 2005 - 2006 20Ub - 2007 2001 - 2008 662358 NW 27 Avenue NW 7 Avenue 2 A RIF 0 0 0 0 0 PW662472 NE 8 Street/BayshoreProposed Drive New Construction: 4 Lanes & baywalk Activity /Phas+: Funding Source Funding (in $000s) 700,i 2004 2U04 - 2005 2005 - 2006 2006 - 2007 2001- 2008 662472 Biscayne Boulevard Port Boulevard 0.5 CST RIF 0 0 0 0 1,000 PW671203 NW 14 Street yes Widening: to 3 lanes / Resurfacing Activity !Phase Funding Source Proposed Funding (in $000s) 2110/ - 2008 2003 - 2004 2004 - 2005 2005 - 2006 2006- 2007 671203 NW 10 Avenue 1-95 0.5 CST RIF 0 0 0 400 200 Thursday, February 12, 2004 Section A5 - Page 5 of 2t • • • MIAMI-DADE METROPOLITAN PLANNING ORGANIZATION TRANSPORTATION IMPROVEMENT PROGRAM ROAD IMPACT FEES • MPG Project Num Facility/Project Name Bicycle Accom. Type of Work Project Cost ($000s) Prior Years Cost ($000s) MIA WADE Agency Project Num. FromlLocation To/Location Length (miles) Remarks PW000042 Traffic Control Devices no Signalization Activity !Phase Funding Source Proposed Funding (in $000s) 211U3 - 2004 2004 - 2005 2005 - 2006 2011b - 2007 20UI - 2008 000042 Various Locations Status varies by project; Continuing Program P CST RIF 256 372 372 24 0 CEI RIF 32 46 46 3 0 PE RIF 32 46 46 3 0 PW810140 Flagler Street yes New Construction; from one-way to two-way 1,000 Activity IPhase Funding Source Proposed Funding (in $000s) 24,03- 2004 2004- 2005 2U05- 2006 2006- 2007 2U0/- 2008 610140 NW 2 Avenue Biscayne Boulevar 0.5 Major road & bridge project A RIF 0 0 0 0 0 PW651022 Grand Avenue no New Construction: 2 lanes & left turn lanes 500 Activity !Phase Funding Source Proposed Funding (in $000s) 20U3 - 2004 2004 - 2005 2005 - 2006 20Ub - 2007 2001 - 2008 651022 SW 37 Avenue SW 32 Avenue 0.5 Construction partially unfunded A RIF 0 0 0 0 0 PW662358 NW 95 Street yes Reconstruction: 4 lanes 1 New construction: tur 3,900 Activity !Phase Funding Source Proposed Funding (in $000s) NUJ - 2004 2004 - 2005 2UU5 - 2006 20Ub - 2007 2001 - 2008 662358 NW 27 Avenue NW 7 Avenue 2 A RIF 0 0 0 0 0 PW662472 NE 8 StreetfBayshore Drive New Construction; 4 lanes & baywaik Activity !Phase Funding Source Proposed Funding {in $000s) 2UU/- 2008 2003- 2004 2004- 2005 2UU5- 2006 200b- 2007 662472 Biscayne Boulevard Port Boulevard 0.5 CST RIF 0 0 0 0 1,000 PW671203 NW 14 Street yes Widening: to 3 lanes / Resurfacing Activity IPhase Funding Source Proposed Funding (in $000s) 2UU3 - 2004 20U4 - 2005 2005 - 2006 2U06 - 2007 NO/ - 2008 671203 NW 10 Avenue 1-95 0.5 CST RIF 0 0 0 400 200 Thursday, February 12, 2004 Section A5 - Page 5 of 21 • • • MIAMI-DADE METROPOLITAN PLANNING ORGANIZATION TRANSPORTATION IMPROVEMENT PROGRAM PRIMARY STATE HIGHWAYS AND INTERMODAL HIGHWAYS MPO Project Num. FacililylPrnject Name Bicycle Bic y Accom T e of Work yp Project Cost ($000s) Prior Years Cost ($000s) '.`� � Agency Project Num. From/Location To/Location Length (miles) Remarks DT4105821 CITY OF MIAMI BEACH HWY-ENHANCEMENT Activity (Phase Funding Source Proposed Funding (in $000s) 2004 - 2005 20Ub - 2006 2006 - 2007 200! - 2008 2005 - 2009 4105821 VENETIAN CAUSEWAY 0 PE SE 0 145 0 0 0 CST SE 0 855 0 0 0 DT4106251 SR 5/US-1/S. D1XIE RESURFACING Activity (Phase Funding Source Proposed Funding (in $000s) 21)04 • 2005 2005 - 2006 2UUb - 2007 -2001 - 2008 2UU8 - 2009 4106251 FROM S.W. 304TH STR TO S.W. 264TH S 3.336 CST DS 0 0 0 9,571 0 CST DIH 0 0 0 85 0 DT4106401 SR 93361SW 344TH ST. PAVE SHOULDERS Activity (Phase Funding Source Proposed Funding (in $000s) 20U8 - 2004 - 20U5 - 2006 - 211U! - 4106401 FROM S.W. 192ND AVE TO N.W.1S.W, 6TH 0.951 2005 2006 2007 2008 2009 CST DIH 0 0 0 23 0 CST DDR 0 0 0 236 0 DT4106431 SR 9971KROME AVENUE RESURFACING Activity !Phase Funding Source ing (in $0 0s) Proposed Fundall 21104 - 2005 2006 6 2007 2008 2008 - 2009 4106431 FROM S.W. 296TH STR TO S.W. 288TH S 0.502 CST DIH 0 40 0 0 0 CST DDR 0 431 0 0 0 6T4106441 SR 9681SWISE 1 ST EB RESURFACING Activity !Phase INC Funding Source DS Proposed Funding (in $000s) 2004 - 2005 12 2UU5 - 2006 0 2UUb - 2007 0 2U0! - 2008 0 2UU8 2009 0 4106441 FROM S.W. 2ND AVEN TO SR 51US-1IBIS 1.295 DT4106451 SR AM/COLLINS AVE. RESURFACING Activity (Phase Funding Source Proposed Funding (in $000s) 20U4 - 2005 200 - 2006 2UUb - 2007 2001 - 2008 2008 - 2009 4106451 FROM 44TH STREET TO 63RD STREET 1.979 INC DOR 50 0 0 0 0 Thursday, February 12, 2004 Section Ai - Page 36 of 6A • HIGHWAYS 111 MIAMI-DADE METROPOLITAN PLANNING ORGANIZATION TRANSPORTATION IMPROVEMENT PROGRAM PRIMARY STATE HIGHWAYS AND INTERMODAL • MPO Project Num. Facility/Project Name Bicycle Accom. Type of Work Prior ,, Project Cost Years Agency From/Location To/Location Length Remarks ($000s) Cost 5� Project Num. (miles) ($000s) 4: DT4146291 SR 968/W, FLAGLER ST RESURFACING Activity (Phase Funding Source Proposed Funding (in $000s) 4146291 FROM TAMIAMI CANAL TO N.W. 69TH AV 0.205 2004 - 2005 2005 - 2006 2000 - 2007 200/ - 2008 2UU8 - 2009 PE DIH 10 5 0 0 0 CST DS 0 0 0 118 0 CST D1H 0 0 0 12 0 DT4146301 SR 9681W. FLAGLER ST FLEXIBLE PAVEMENT RECONSTRUCT. Actvity Funding Proposed Funding (in $000s) 4146301 FROM N.W. 27TH COU TO N.W. 24TH AV 0.243 1 (Phase Source 2UU4 - 2005 2005 - 2006 2UU6 - 2007 ZOO/ - 2008 2008 - 2009 PE DIH 10 0 0 0 0 CST DS 0 0 0 1,081 0 CST DIH 0 0 0 11 0 DT4146331 SR 9681W. FLAGLER ST FLEXIBLE PAVEMENT RECONSTRUCT. Activity /Phase Funding Source Proposed Funding (in $000s) 4146331 FROM N.W. 12TH AVEN TO N.W. 3RD AVE 0.994 2U04 -2005 2005 - 2006 200 - 2007 Nut - 2008 2008 - 2009 PE 08-1 25 0 0 0 0 CST DS 0 0 0 3,649 0 CST OH 0 0 0 26 0 DT4146341 SR 968/NE/NW 1ST ST. RESURFACING Activity /Phase Funding Source Proposed Funding (in $000s) 4146341 FROM SR 5/US-1 N.W. 3RD COURT 0.785 2UU4 - 2005 2U115 - 2006 21)116 - 2007 21.1U1 - 2008 2UU8 - 2009 PE DIH 25 10 0 0 0 CST DIH 0 0 0 31 0 CST DS 0 0 0 301 0 Thursday, February /2, 2004 Section Al - Page 49 of 8, • APPENDIX G TRIP GENERATION AND 0 DISTRIBUTION • Existing Retail on Columbus Tower site Summary of Trip Generation Calculation 4111 For 26.047 T.G.L.A. of Specialty Retail Center July 15, 2004 Average Standard Rate Deviation Adjustment Driveway Factor Volume Avg. Weekday 2-Way Volume 44.23 0.00 7-9 Aim! Peak Hour Enter 7-9 AM Peak Hour Exit 7-9 AM Peak Hour Total 4-6 PM Peak Hour Enter 4-6 PM Peak Hour Exit 4-6 PM Peak Hour Total Saturday 2-Way Volume Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday Peak Hour Total 0.00 0.00 0.00 1.42 1.81 3.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1152 1.00 0 1.00 0 1.00 0 1.00 37 1.00 47 1.00 84 1.00 0 1.00 0 1.00 0 1.00 0 Note: A zero indicates no data available. The above rates were calculated from these equations: 24-Hr. 2-Way Volume: 4107-9 AM Peak Hr. Total: • 4-6 PM Peak Hr. Total: AM Gen Pk Hr. Total: PM Gen Pk Hr. Total: Sat. 2-Way Volume: Sat. Pk Hr. Total: Sun. 2-Way Volume: Sun. Pk Hr. Total: T = 42.78(X) + 37.66, R^2 = 0.69 0 R^2 = 0 , 0 Enter, 0 Exit T = 2.4(X) + 21.48 R'2 = 0.98 , 0.44 Enter, 0.56 Exit T = 4.91(X) + 115.59 R^2 = 0.9 , 0.48 Enter, 0.52 Exit 0 R^2 = 0 , 0 Enter, 0 Exit 0, R^2 = 0 0 R^2 = 0 , 0 Enter, 0 Exit 0, R^2 = 0 0 R^2 = 0 , 0 Enter, 0 Exit Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Columbus Tower Summary of Trip Generation Calculation IIIFor 22 T.G.L.A. of Specialty Retail Center July 01, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 7-9 AM Peak Hour Enter 7-9 AM Peak Hour Exit 7-9 AM Peak Hour Total 4-6 PM Peak Hour Enter 4-6 PM Peak Hour Exit 4-6 PM Peak Hour Total Saturday 2-Way Volume Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday Peak Hour Total 44.49 0.00 0.00 0.00 0.00 1.49 1.89 3.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 979 0 0 0 33 ',pp 74 0 0 0 0 Note: A zero indicates no data available. The above rates were calculated from these equations: 1110 24-Hr. 2-Way Volume: 7-9 AM Peak Hr. Total: 4-6 PM Peak Hr. Total: AM Gen Pk Hr. Total: PM Gen Pk Hr. Total: Sat. 2-Way Volume: Sat. Pk Hr. Total: Sun. 2-Way Volume: Sun. Pk Hr. Total: • T = 42.76(X) + 37.66, R^2 = 0.69 0 R^2 = 0 , 0 Enter, 0 Exit T = 2.4(X) + 21.48 RA2 = 0.98 , 0.44 Enter, 0.56 Exit T = 4 91(X) + 115.59 R'2 = 0.9 , 0.48 Enter, 0.52 Exit 0 R'2 = 0 , 0 Enter, 0 Exit 0, R'2 = 0 0 R^2 = 0 , 0 Enter, 0 Exit 0, RA2 = 0 0 R'2 = 0 , 0 Enter, 0 Exit Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS Columbus Tower Summary of Trip Generation Calculation 1110 For 600 Dwelling Units of Residential Condominium / Townhouse July 01, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 4.91 7-9 AM Peak Hour Enter 7-9 AM Peak Hour Exit 7-9 AM Peak Hour Total 4-6 PM Peak Hour Enter 4-6 PM Peak Hour Exit 4-6 PM Peak Hour Total 0.06 0.30 0.36 0.29 0.14 0.44 Saturday 2-Way Volume 4.33 Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday Peak Hour Total 0.19 0.17 0.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2944 1.00 37 1.00 180 1.00 216 1.00 175 1.00 86 1.00 261 1.00 2600 1.00 117 1.00 100 1.00 217 Note: A zero indicates no data available. The above rates were calculated from these equations: 24-Hr. 2-Way Volume: 4110 7-w9 AM Peak Hr. Total: • 4-6 PM Peak Hr. Total: AM Gen Pk Hr. Total: PM Gen Pk Hr. Total: Sat. 2-Way Volume: Sat. Pk Hr. Total: Sun. 2-Way Volume: Sun. Pk Hr. Total: LN(T) = .85LN(X) + LN(T) = .BLN(X) + R^2 = 0.76 , 0.17 LN(T) = .82LN(X) + R^2 = 0.8 , 0.67 Enter, LN(T) = .82LN(X) + .17 R^2 = 0.8 , 0.18 Enter, T = .34(X) + 38.31 R^2 = 0.83 , 0.64 Enter, T = 3.62(X) + 427.93, R^2 T = .29(X) + 42.63 R^2 - 0.84 , 0.54 Enter, T = 3.13(X) + 357.26, R^2 T = .23(X) + 50.01 R^2 = 0.78 , 0.49 Enter, 2.55, R^2 .26 Enter, .32 = 0.83 0.83 Exit 0.33 Exit 0.82 Exit 0.36 Exit = 0.84 0.46 Exit = 0.88 0.51 Exit Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS • • • Miami -Dade 1999 Validation Distribution Report DIRECTIONAL DISTRIBUTION SU FARY ORIGIN ZONE CARDINAL DIRECTIONS l TOTAL NNE ENE ESE SSE SSW WSW WNW NNW 541 TRIPS 1140 597 373 146 1626 3346 2875 2414 12517 PERCENT 9.11 4.77 2.98 1.17 12.99 26.73 22.97 19.29 542 TRIPS 117 87 53 46 125 325 282 243 1279 PERCENT 9.15 6.80 4.14 3.60 9.85 25.41 22.05 19.00 543 TRIPS 107 58 40 74 100 279 215 202 1075 PERCENT 9.95 5.40 3.72 6.88 9.30 25.95 20.00 18.79 544 TRIPS 614 331 329 371 406 1445 1177 1096 5769 PERCENT 10.64 5.74 5.70 6.43 7.04 25.05 20.40 19.00 545 TRIPS 172 121 106 136 131 408 336 275 1685 PERCENT 10.21 7.18 6.29 8.07 7.77 24.21 19.94 16.32 546 TRIPS 387 199 257 205 181 703 602 533 3057 PERCENT 12.62 6.49 8.38 6.68 5.90 22.92 19.63 17.38 547 TRIPS 101 67 78 40 60 197 146 164 853 PERCENT 11.84 7.85 9.14 4.69 7.03 23.09 17.12 19.23 548 TRIPS 678 493 507 329 432 1460 1074 1238 6211 PERCENT 10.92 7.94 8.16 5.30 6.96 23.51 17.29 19.93 549 TRIPS 1226 941 628 600 598 2607 1947 2104 10651 PERCENT 11.51 8.83 5.90 5.63 5.61 24.48 18.28 19.75 550 TRIPS 190 105 95 95 91 409 332 323 1640 PERCENT 11.59 6.40 5.79 5.79 5.55 24.94 20.24 19.70 551 TRIPS 825 571 595 608 472 1995 1676 1371 8113 PERCENT 10.17 7.04 7.33 7.49 5.82 24.59 20.66 16.90 552 TRIPS 381 174 210 260 244 920 735 659 3583 PERCENT 10.63 4.86 5.86 7.26 6.81 25.68 20.51 18.39 553 TRIPS 198 116 81 135 146 493 450 423 2042 PERCENT 9.70 5.68 3.97 6.61 7.15 24.14 22.04 20.71 554 TRIPS 696 489 313 300 455 1522 1387 1454 6616 PERCENT 10.52 7.39 4.73 4.53 6.88 23.00 20.96 21.98 555 TRIPS 10966 477 310 129 1168 2579 2385 2028 10172 PERCENT 10.77 4.69 3.05 1.27 11.48 25.35 23.45 19.94 39- 12/31/01 • . WSW 25.96% COLUMBUS OFFICE TOWER IN DOWNTOWN MIAMI CARDINAL DISTRIBUTION PM ENTER TAZ # 543 TOTALS TRIPS 84 NNE 9.95% ENE 5.40% ESE 3.72% SSE 6.88% SSW 9.30% WNW 20.00% NNW 18.79% * Uses SB Biscayne Blvd. ** Uses NB Biscayne Blvd. • • COLUMBUS TOWER IN DOWNTOWN MIAMI CARDINAL DISTRIBUTION PM EXIT TAZ # 543 TOTALS TRIPS 37 NNE 9,95% ENE 5.40% ESE 3.72% SSE 6.88% SSW 9.30% • WSW 25.96% WNW 20.00% NNW 18.79% • * Goes north on NE 3rd Avenue ** Goes west on NE 1st Street • COLUMBUS TOWER 1N DOWNTOWN MIAMI CARDINAL DISTRIBUTION OF PERSON TRIPS ON TRANSIT - Inbound DURING THE PM PEAK PERIOD TAZ # 543 TOTALS TRIPS 52 (37 veh. x 1.4) NNE 9.95% ENE 5.40% ESE 3.72% SSE 6.88% • SSW 9.30% WSW 25.96% WNW 20.00% NNW 18.79% Assume that 50% of transit trips to WNW and WSW plus 100% of all other transit trips will use transit available on Biscayne Corridor 52 - 0.5(10+13) = 41 Passengers to Columbus Office Tower on SB Biscayne Blvd • Balance of 11 passengers will use EB SE lst Street (Flagler St Corridor) [Le. 0.5(7+10)] • COLUMBUS TOWER IN DOWNTOWN MIAMI CARDINAL DISTRIBUTION OF PERSON TRIPS ON TRANSIT • Outbound DURING THE PM PEAK PERIOD TAZ # 543 TOTALS TRIPS 22 (16 veh *1.4) NNE 9.95% ENE 5.40% ESE 3.72% SSE 6.88% 1111 SSW 9.30% WSW 25.96% WNW 20.00% NNW 18.79% Assume that 50% of transit trips to WNW and WSW plus 100% of all other transit trips will use transit available on Biscayne Corridor Ask 22 - 0.5(4+6) = 17 Passengers from Columbus Office Tower on NB Biscayne Blvd Balance of 5 passengers will use WB Flagler St Corridor [i.e. 0.5(3+4)]