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HomeMy WebLinkAboutTraffic Impact Analysis Part II• • • APPENDIX C Future Intersection Levels of Service With Project HCS2000: Unsignalized Intersections Release 4.1d • • • TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co,: Date Performed: 6/3/2004 Analysis Time Period: AM PEAK HOUR Intersection: NE 24TH ST/BISCAYNE Jurisdiction: CITY OF MIAMI/FDOT Units: U. S. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street: NE 24TH STREET North/South Street: BISCAYNE BLVD Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 12 1180 16 32 2024 11 Peak -Hour Factor, PHF 0.60 0.88 0.63 0,78 0.96 0.69 Hourly Flow Rate, HFR 19 1340 25 41 2108 15 Percent Heavy Vehicles 0 --- -- 0 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 17 0 51 9 5 10 Peak Hour Factor, PHF 0.75 1.00 0.80 0.45 0.42 0.50 Hourly Flow Rate, HFR 22 0 63 20 11 20 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 ► 10 11 12 Lane Config L L I LTR 1 LTR v (vph) 19 41 85 C(m) (vph) 260 510 0 v/c 0.07 0.08 95% queue length 0.23 0.26 Control Delay 19.9 12.7 LOS C B F Approach Delay Approach LOS 51 8 6.38 7.82 3324 F 3324 F Gallery Art Condominium Appendix C June 3, 2004 Page C-1 HCS2000: Unsignalized Intersections Release 4.1d • • TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/3/04 Analysis Time Period: PM PEAK HOUR Intersection: NE 24TH ST/BISCAYNE Jurisdiction.: CITY OF MIAMI/FDOT Units: U. 5. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street: NE 24TH STREET North/South Street: BISCAYNE BLVD Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 30 1956 26 59 1808 21 Peak -Hour Factor, PHF 0.56 0.92 0.83 0.77 0.94 0.63 Hourly Flow Rate, HFR 53 2126 31 76 1923 33 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal? No No Minor Street: Approach Movement Westbound Eastbound 7 8 9 I 10 11 12 L T R i L T R Volume 11 2 51 5 2 7 Peak Hour Factor, PHF 0.50 0.50 0.93 0.42 0.25 0.58 Hourly Flow Rate, HFR 22 4 54 11 8 12 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config L L I LTR I LTR v (vph) 53 76 80 31 C(m) (vph) 302 252 0 0 v/c 0.18 0.30 95% queue length 0.63 1.23 Control Delay 19.4 25.3 LOS C D F F Approach Delay Approach LOS Gallery Art Condominium Appendix C June 3, 2004 Page C-2 • HCS2000: Unsignalized Intersections Release 4,1d TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/3/2004 Analysis Time Period: AM PEAK HOUR Intersection: NE 24TH ST/NE 4TH AVE Jurisdiction: CITY OF MIAMI/FDOT Units: U. 5. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street: NE 24TH STREET North/South Street: NE 4TH AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 # 4 5 6 L T R I L T R Volume 31 19 9 41 Peak -Hour Factor, PHF 0.75 0.50 0.32 0.75 Hourly Flow Rate, HFR 41 38 28 54 -- Percent Heavy Vehicles -- -- 0 Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 i 10 11 12 L T R I L T R Volume 22 5 Peak Hour Factor, PHF 0.70 0.31 Hourly Flow Rate, HFR 31 16 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 Flared Approach: Exists?/Storage No / Lanes 0 0 Configuration LR 0 Delay, Queue Length, and Level of Service Approach EB WE Northbound Southbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LT I LR v (vph) 28 47 C(m) (vph) 1532 869 v/c 0.02 0.05 95% queue length 0.06 0.17 Control Delay 7.4 9.4 LOS A A Approach Delay 9.4 Approach LOS A Gallery Art Condominium Appendix C June 3, 2004 Page C-3 HC52000: Unsignalized Intersections Release 4.1d • • TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/3/2004 Analysis Time Period: PM PEAK HOUR Intersection: NE 24TH ST/NE 4TH AVE Jurisdiction: CITY OF MIAMI/F➢OT Units: U. 5. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street: NE 24TH STREET North/South Street: NE 4TH AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R i L T R Volume 55 16 7 33 Peak -Hour Factor, PHF 0.78 0.58 0.58 0.73 Hourly Flow Rate, HFR 70 27 12 45 Percent Heavy Vehicles -- -- 0 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Movement Northbound Southbound 7 8 9 I 10 11 12 L T R I L T R Volume 32 15 Peak Hour Factor, PHF 0.55 0.58 Hourly Flow Rate, HFR 58 25 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WE Northbound Southbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LT 1 LR v (vph) 12 83 C(m) (vph) 1509 875 v/c 0.01 0.09 95% queue length 0.02 0.31 Control Delay 7.4 9.5 LOS A A Approach Delay 9.5 Approach LOS A Gallery Art Condominium Appendix C June 3, 2004 Page C-4 HCS2000: Unsignalized Intersections Release 4.Id • • TWO-WAY STOP CONTROL SUMMARY Analyst: J . AHLSTEDT Agency/Co.: Date Performed: 6/3/04 Analysis Time Period: AM PEAK HOUR Intersection: NE 25TH ST/BISCAYNE Jurisdiction: CITY OF MIAMI/FDOT Units: U. S. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street: NE 25TH STREET North/South Street: BISCAYNE BLVD Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 } 4 5 6 L T R I L T R Volume 6 1264 39 38 2087 6 Peak -Hour Factor, PHF 0.75 0.79 0.49 0.78 0.98 0.50 Hourly Flow Rate, HFR 8 1599 79 48 2129 12 Percent Heavy Vehicles 0 -- -- 0 Median Type/Storage Undivided / RT Channelized? Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 68 2 74 5 1 7 Peak Hour Factor, PHF 0.83 0.25 0.75 0.63 0.25 0.44 Hourly Flow Rate, HFR 81 8 98 7 4 15 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SE Westbound Eastbound Movement 1 4 I 7 8 9 ! 10 11 12 Lane Config L L I LTR I LTR v (vph) 8 48 187 26 C(m) (vph) 256 387 0 0 v/c 0.03 0.12 95% queue length 0.10 0.42 Control Delay 19.5 15.6 LOS C C F F Approach Delay Approach LOS Gallery Art Condominium Appendix C June 3, 2004 Page C-5 • HCS2000; Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/3/04 Analysis Time Period: PM PEAK HOUR Intersection: NE 25TH ST/BISCAYNE Jurisdiction: CITY OF MIAMI/FDOT Units: U. S. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street: NE 25TH STREET North/South Street: BISCAYNE BLVD Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R j L T R Volume 20 1890 53 73 1759 14 Peak -Hour Factor, PHF 0.53 0.87 0.78 0.84 0.91 0.65 Hourly Flow Rate, HFR 37 2172 67 86 1932 21 Percent Heavy Vehicles 0 __ 0 Median Type/Storage Undivided / RT Channelized? Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 38 3 66 2 3 7 Peak Hour Factor, PHF 0.55 0.38 0.77 0.50 0.75 0.58 Hourly Flow Rate, HFR 69 7 85 4 4 12 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (8) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 I 10 11 12 Lane Config L I LTR 1 LTR v (vph) 37 86 161 20 C(m) (vph) 303 235 0 0 v/c 0.12 0.37 95% queue length 0.41 1.59 Control Delay 18.5 28.9 LOS C D F F Approach Delay Approach LOS Gallery Art Condominium Appendix C June 3, 2004 Page C-6 HCS2000: Unsignalized Intersections Release 4.1d • • • TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/3/2004 Analysis Time Period: AM PEAK HOUR Intersection: NE 24TH ST DRIVEWAY Jurisdiction: CITY OF MIAMI/FDOT Units: U. S. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street: NE 24TH STREET North/South Street: PROJECT DRIVEWAY Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 18 36 42 7 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 20 40 46 7 Percent Heavy Vehicles 0 -- -_ -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (5) Flared Approach: Exists?/Storage Lanes Configuration 0 17 31 0.90 0.90 18 34 0 0 0 No 0 0 LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LT I I LR v (vph) 20 52 C(m) (vph) 1566 960 v/c 0.01 0.05 95%5 queue length 0.04 0.17 Control Delay 7.3 9.0 LOS A A Approach Delay 9.0 Approach LOS A Gallery Art Condominium Appendix C June 3, 2004 Page C-7 HCS2000: Unsignalized Intersections Release 4.1d • • TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/3/2004 Analysis Time Period: PM PEAK HOUR Intersection: NE 24TH ST DRIVEWAY Jurisdiction: CITY OF MIAMI/FDOT Units: U. S. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street.: NE 24TH STREET North/South Street: PROJECT DRIVEWAY Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 30 68 51 21 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 33 75 56 23 Percent Heavy Vehicles 0 -- --- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 9 13 Peak Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 10 14 Percent Heavy Vehicles 0 0 Percent Grade (9) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LT I I LR v (vph) 33 24 C(m) (vph) 1532 888 v/c 0.02 0.03 95% queue length 0.07 0.08 Control Delay 7.4 9.2 LOS A A Approach Delay 9.2 Approach LOS A Gallery Art Condominium Appendix C June 3, 2004 Page C-8 HCS2000: Unsignalized Intersections Release 4.1d • • Analyst: Agency/Co.: Date Performed: TWO-WAY STOP CONTROL SUMMARY J. AHLSTEDT 6/3/2004 Analysis Time Period: AM PEAK HOUR Intersection: NE 25TH ST DRIVEWAY Jurisdiction: CITY OF MIAMI/FDOT Units: U. S. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street: NE 25TH STREET North/South Street: PROJECT DRIVEWAY Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 72 6 0 125 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 80 6 0 138 Percent Heavy Vehicles __ -- 0 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 j 10 11 12 L T R I L T R Volume 20 0 Peak Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 22 0 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 ! 7 8 9 1 10 11 12 Lane Config LT i LR v (vph) 0 22 C(m) (vph) 1523 772 v/c 0.00 0.03 95% queue length 0.00 0.09 Control Delay 7.4 9.8 LOS A A Approach Delay 9.8 Approach LOS A Gallery Art Condominium Appendix C June 3, 2004 Page C-9 HCS2000: Unsignalized Intersections Release 4.1d • • • TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/3/2004 Analysis Time Period: PM PEAK HOUR Intersection: NE 25TH ST DRIVEWAY Jurisdiction: CITY OF MIAMI/FDOT Units: U. S. Customary Analysis Year: FUTURE WITH PROJECT Project ID: GALLERY ART CONDOMINIUM East/West Street: NE 25TH STREET North/South Street: PROJECT DRIVEWAY Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 115 14 0 95 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 127 15 0 105 Percent Heavy Vehicles -- -- 0 -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 12 0 Peak Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 13 0 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 17 8 9 I 10 11 12 Lane Config LT I LR v (vph) 0 13 C (era) (vph) 1453 754 v/c 0.00 0.02 95% queue length 0.00 0.05 Control Delay 7.5 9.9 LOS A A Approach Delay 9.9 Approach LOS A Gallery Art Condominium June 3, 2004 Appendix C Page C-10 • APPENDIX D Transportation Facility LOS Analysis • • • • INTRODUCTION A level of service analysis was conducted using the City's person trip methodology and criteria established in the adopted Volume 1 of the Miami Comprehensive Neighborhood Plan dated March 2004. The proposed project has potential impacts on four transportation facilities in or immediately in contact with the study area. The transportation facilities are defined by the following roadways: Biscayne Boulevard NE 2nd Avenue NE 20th Street NE 29th Street The transit routes providing capacity to each of the facilities area: Biscayne Boulevard - MetroBus Routes 3, 16, 32, 36, 62, 95, T, Biscayne Max NE 2nd Avenue - MetroBus Routes 9 and 10 NE 20th Street - MetroBus Route 32 NE 29th Street - MetroBus Route 6 EXISTING 2004 VOLUME TO CAPACITY RATIOS Table D-1 presents an analysis of the existing year 2004 volume to capacity ratios provided by each of the transportation facilities. Roadway vehicular volumes were taken from several sources. FDOT traffic count data was used for Biscayne Boulevard. This AADT volume was adjusted to reflect peak hour conditions by applying factors obtained from FDOT data. An original machine traffic count was used for NE 2nd Avenue. A count taken from the FEC Corridor Study prepared by Lehman Center for Transportation Research at FIU study was used for Miami Avenue. The FDOT and FIU count data was adjusted to 2004 using a growth rate of 2%© per year. Transit volumes were calculated using the ridership data and the percentage of passengers during the peak hours supplied by MDTA and estimating ridership from actual load factors calculated from the MetroBus survey data. Thus, the transit volumes shown reflect actual load factors calculated from MDTA surveys. Roadway vehicular capacities were based upon Table 4-4 of the Florida Department of Transportation 2002 Quality/Level of Service Handbook. GALLERY ART CONDOMINIUM PAGE D-1 June 3, 2004 • • Mass Transit person trip capacities were calculated from route schedules and equipment information supplied by the Miami -Dade Transit Agency (MDTA). Maximum allowed volume to capacity ratios (vie) are based upon Policy TR-1.1.2 of the adopted Volume 1 of the Miami Comprehensive Neighborhood Plan dated March 2004. As can be seen from Table D-1, the existing facilities currently operate with volume to capacity ratios which are less than the maximum allowable. GALLERY ART CONDOMINIUM PAGE D-2 June 3, 2004 • • • Biscayne Bay Tower (Blue) Cultural Center Miramar Center II 1800 Club Biscayne Village Tuttle Street Sky Residences Bay 25 (Star) Platinum Condominium Metropolis Bayshore (Quantum) Edgewater Tower (Rosabella) Biscayne Bay Lofts (Onyx) YEAR 2006 LEVEL OF SERVICE WITHOUT THE PROJECT Table D-2 presents an analysis of the future year 2006 volume to capacity ratios without the project. Roadway vehicular volumes and mass transit volumes was taken from Table D-1 (2004) and adjusted to the year 2006 by applying a growth factor of 2% per year and adding the following committed development traffic. PROJECT PM PEAK HOUR VEHICLE TRIPS (VPH) 125 98 532 322 252 241 17 35 35 417 127 1 TOTAL 2,202 Details of the assignment of Committed Development Traffic are included in Table D-5. As can be seen from Table D-2, it is estimated that all four transportation facilities will operate with volume to capacity ratios which are less than the maximum allowable in the year 2006 without the project. GALLERY ART CONDOMINIUM PAGE 0-3 June 3, 2004 • • • PROJECT TRAFFIC Table D-3 presents project traffic and mass transit ridership based upon PM peak hour project traffic. The project site is located in Traffic Analysis Zone (TAZ) 505. The cardinal distribution of the traffic within TAZ 505 was obtained from Miami -Dade County. The distribution is as follows: North -Northeast 9.89% East -Northeast 3.86% East -Southeast 4.71 % South -Southeast 3.70% South -Southwest 20.92% West -Southwest 23.40% West -Northwest 16.84% North -Northwest 16.68% Using this trip distribution, the project trip assignment was determined. This is shown in Figure D-1. Project transit ridership was estimated based upon the assumption that 5% of project person trips would be by mass transit. Details of the assignment of person trips to the MetroBus routes and is shown in Table D-6. GALLERY ART CONDOMINIUM PAGE D-4 June 3, 2004 • • 2/5 1116 5/3 5113 4417 NE 29TH STREET 3/7 NE 28TH STREET 3B� NE 2ND AVE NE 27TH STREET 8/5 NE 26TH TERRACE 4 8/5 NE 26TH STREET 318 * 6 6/14114 15/8 Illir-5/4 NE 25TH STREET 6/14 4 15/8 yL/5 5/11 PROJECT NE 24TH STREET 17/9 7/21 NE 23RD STREET 1015 421l11 E 6/4 11/6 6f3 NE 22ND STREET 21_4 7/20 5/1; 316 NE 21 ST STREET — - = 15/8 5/14 6/3 lir 2/6 z a NE 20TH STREET 12/711144 5/12 3/11 = AM/PM PEAK HOUR NET ADDITIONAL TRAFFIC DUE TO PROJECT NORTH NTS BISCAYNE BAY FIGURE D-1 PROJECT TRAFFIC ASSIGNMENT GALLERY ART CONDOMINIUM June 3, 2004 PAGE D-5 • • • YEAR 2006 LEVEL OF SERVICE WITH THE PROJECT Table D-4 presents an analysis of the future year 2006 volume to capacity ratios with the project. Roadway vehicular volumes and mass transit volumes were determined by adding the data from Table D-2 (Year 2006 Without Project) and Table D-3 (Project Traffic). As can be seen from Table D-4, it is estimated that all four transportation facilities will operate with volume to capacity ratios which are less than the maximum allowable in the year 2006 with the project. GALLERY ART CONDOMINIUM June 3, 2004 PAGE 0-6 TABLE D-1 YEAR 2004 • FACILITY ROADWAY TRANSIT FROM TO FUNCTIONAL. VOLUME 1.4 ROUTE CLASS VPH PPV BISCAYNE BLVD) Biscayne Blvd NE 19th Street NE 29th Street PRIN ART Class Ili 3,652 5,113 3 167 16 148 32 48 36 33 62 89 95 2 T 154 MAX 189 TOTAL 5,943 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 1,780 2,492 9 280 10 47 TOTAL J 2.819 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1,229 1,720 32 48 TOTAL 1,768 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 667 933 6 7 TOTAL 940 CAPACITY I FACILITY ROADWAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS CAPACITY VPH 1.6 PPV BISCAYNE BLVD TOTAL Biscayne Bivd 3 16 32 36 62 95 T MAX NE 19th Street NE 29th Street PR1N ART Class III 3,120 4,992 259 262 258 267 490 358 266 346 7,498 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 2,340 3,744 9 552 10 137 TOTAL 4,433 NE 20 5T NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1,184 1,894 32 258 TOTAL 2,152 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 2,340 3,744 6 23 TOTAL 3,767 VOLUME/CAPACITY FACILITY ROADWAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS VIC MAX ALLOWED VIC BISCAYNE BLVD Biscayne Blvd 3 NE 19th Street NE 29th Street PRIN ART Class III 1.02 0.64 1.00 1.20 16 32 36 0.57 0.19 0.12 1.20 1.20 1.20 62 95 T 0.18 0.01 0.58 t .20 1,50 1.20 MAX TOTAL 0.55 0.79 1.20 1.50 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 0.67 1.00 9 0.51 1.20 10 0.34 1.00 TOTAL 0.64 1.20 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 0.91 1.00 32 0.19 1.20 TOTAL 0.82 1.20 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 0.25 1.00 6 0.30 1.00 TOTAL 0.25 1.00 GALLERY ART CONDOMINIUM June 4. 2004 • TABLE 13-2 YEAR 2006 WITHOUT PROJECT UME FACILITY ROADWAY TRANSIT FROM TO FUNCTIONAL VOLUME 1.4 ROUTE CLASS VPH PPV BISCAYNE BLVD Biscayne Bvd NE 19th Street NE 29th Street PRIN ART Class III 5,835 8,169 3 197 16 175 32 57 36 39 62 105 95 2 T 182 MAX 223 TOTAL 9,148 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 2,844 3,982 9 330 10 55 TOTAL 4,368 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1,693 2,370 32 57 TOTAL 2,426 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 1,069 1,496 6 8 TOTAL 1,504 CITY FACILITY ROADWAY TRANSIT FROM -TO ' FUNCTIONAL CAPACITY 1.6 ROUTE CLASS VPH PPV BISCAYNE BLVD Biscayne Blvd NE 19th Street NE 29th Street PRIN ART Class ill 3,120 4,992 3 259 16 262 32 258 36 267 62 490 95 358 T 266 MAX 346 TOTAL 7,498 NE 2 AVE 1NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 2,340 3,744 9 552 10 137 TOTAL 4,296 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1,184 1,894 32 258 TOTAL 2,152 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 2,340 3,744 6 23 TOTAL 3,767 ACITY FACILITY ROADWAY TRANSIT FROM TO FUNCTIONAL MAX ROUTE CLASS ALLOWED VIC VC BISCAYNE BLVD Biscayne Btvd NE 19th Street NE 29th Street PRIN ART Class III 1.64 1.00 3 0.76 1.20 16 0.67 1.20 32 0.22 1.20 36 0.15 1.20 62 0.21 1.20 95 0.01 1.50 T 0,68 1.20 MAX 0.64 1.20 TOTAL 1.22 1.50 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 1.06 1.00 9 0.60 1.20 10 0.40 1.00 TOTAL 1.02 1.20 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1.25 1.00 32 0.22 1.20 TOTAL 1.13 1.20 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 0.40 1.00 6 0.36 1.00 TOTAL 0.40 1.00 GALLERY ART CONDOMINIUM June 4. 2004 TABLE D-3 PROJECT TRAFFIC VOLUME • • • FACILITY ROADVVAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS VOLUME VPH 1.4 PPV BISCAYNE BLVD Biscayne Blvd 3 NE 191h Street NE 29th Street PRiN ART Class NI 44 62 16 32 36 62 95 T MAX TOTAL 1 1 0 0 1 0 1 1 66 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 31 43 9 2 10 0 TOTAL 45 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 22 31 32 0 TOTAL 31 NE 29 5T NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 16 22 6 0 TOTAL 22 FACILITY ROADWAY TRANSIT ' FROM TO FUNCTIONAL CAPACITY 1.6 i ROUTE CLASS VPH PPV BISCAYNE BLVD Biscayne Blvd NE 19th Street NE 29th Street PM ART Class 11€ 3,120 4,992 3 259 16 262 32 258 36 267 62 490 95 358 T 266 MAX 346 TOTAL 7,498 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 2,340 3,744 9 552 10 137 TOTAL 4,433 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1,184 1,894 32 258 TOTAL 2,152 NE 29 5T NE 29111 Street NE 2nd Avenue N Miami Avenue COLL 4LU 2,340 3,744 6 23 TOTAL 3,767 VOLUMEICAPACITY FACILITY ROADWAY TRANSIT ROUTE FROM TO FUNCTIONAL CLASS PAX VOLUME PAX CAPACITY BISCAYNE BLVD TOTAL Biscayne Blvd 3 16 32 36 62 95 T MAX NE 19th Street NE 29th Street PRIN ART Class 111 0.75% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 0.73% 1.23% 0.38 % 0,33% 0.11% 0.07% 0.11% 0.00% 0.34% 0.32% 0.89% NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 9 10 1.08°% 0.50% 0.50% TOTAL 1.16% 0.30% 0.20% 1.03% 1.02% NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1.28% 1.63% 32 0.50% 0.11% TOTAL 1.26% 1.44% NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 1,48% 0.60% 6 0.50% 0.18% TOTAL 1.47% 0.60% GALLERY ART CONDOMINIUM June 4. 2004 TABLE D-4 YEAR 2006 WITH PROJECT • FACILITY 'ROADWAY TRANSIT FROM TO FUNCTIONAL VOLUME 1.4 ROUTE CLASS VPH PPV BISCAYNE BLVD Biscayne Blvd NE 19th Street NE 29th Street PRIN ART Class 111 5,879 8,230 3 198 16 175 32 57 36 39 62 106 95 2 T 183 MAX 224 TOTAL 9,215 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 2,875 4,025 9 332 10 56 TOTAL 1 4,413 NE 20 ST NE 20th Street 32 NE 2nd Avenue N Miami Avenue MIN ART 2LU 1,715 TOTAL 2,400 57 2,457 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 1,085 1,518 6 8 TOTAL 1.527 J FACILITY ROADWAY TRANSIT FROM - TO FUNCTIONAL CAPACITY 1.6 ROUTE CLASS VPH PPV BISCAYNE BLVD Biscayne Btvd NE 19th Street NE 29th Street PRIN ART Class III 3,120 4,992 3 259 16 262 32 258 36 267 62 490 95 358 T 266 MAX 346 TOTAL 7,498 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 2,340 3,744 9 552 10 137 TOTAL 4,296 NE 20 ST NE 20th Street THE 2nd Avenue N Miami Avenue MIN ART 2LU 1,184 1,894 32 258 TOTAL ) 2,152 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 2,340 3,744 6 23 TOTAL 3,767 FACILITY ROADWAY TRANSIT FROM TO FUNCTIONAL. MAX ROUTE CLASS ALLOWED V/C V1G BISCAYNE BLVD Biscayne Blvd NE 19th Street NE 29th Street PRIN ART Class ill 1.65 1.00 3 0.76 1.20 16 0.67 1.20 32 0.22 1.20 36 0.15 1.20 62 0.22 1.20 95 0.01 1.50 T 0.69 1.20 MAX 0.65 1.20 TOTAL 1.23 1.50 NE 2 AVE NE 2nd Avenue NE 19th Street NE 29th Street MIN ART 4LU 1.08 1.00 9 0.60 1.20 10 0.41 1.00 TOTAL 1.03 1.20 NE 20 ST NE 20th Street NE 2nd Avenue N Miami Avenue MIN ART 2LU 1.27 1.00 32 0.22 1.20 TOTAL 1.14 1.20 NE 29 ST NE 29th Street NE 2nd Avenue N Miami Avenue COLL 4LU 0.41 1.00 6 0.36 1.00 TOTAL, 0.41 1.00 GALLERY ART CONDOMINIUM June 4. 2004 • TABLE D-5 COMMITTED DEVELOPMENT TRAFFIC DEVELOPMENT VPH PAX VPH 1,4 TAZ NNE ENE ESE SSE SSW WSW WNW NNW TOTAL Tuttle Street 241 0 382 32 12 12 14 51 48 33 38 241 Biscayne Bay Tower (Blue) 125 175 504 13 5 6 6 27 30 17 20 125 Platinum Condominium 35 49 504 4 1 2 2 8 8 5 6 35 Sky Residences 17 24 504 2 1 1 1 4 4 2 3 17 19 7 9 8 38 43 24 29 177 1800 Club 322 451 505 32 12 15 12 67 75 54 54 322 Bay 25 (Star) 35 49 505 3 1 2 1 7 8 6 6 35 Biscayne Bay Lotts (Onyx) 1 1 505 0 0 0 0 0 0 0 0 1 Biscayne Village 252 353 505 25 10 12 9 53 59 42 42 252 Edgewater Tower (Rosabelta) 127 178 505 13 5 6 5 27 30 21 21 127 Metropolis Bayshore (Quantum) 417 584 505 41 16 20 15 87 98 70 70 417 Miramar Center II 532 745 505 53 21 25 20 111 124 90 89 532 167 65 79 62 353 395 284 281 1,686 Cultural Center 98 137 512 9 5 4 11 16 19 20 14 98 2,202 2,745 COMM' I I ED DEVELOPMENT AUTO 1.4 % TOTAL AUTO TRANSIT VPH PPH AUTO PPH PPH PPH 2,202 3,083 0.95 3,245 3,083 162 EXIST COMMITTED DEVELOPMENT VPH VPH Biscayne Blvd 3,652 100% 2,036 NE 2nd Avenue 1,780 49% 992 NE 20th Street 1,229 65% 414 52% NE 29th Street 667 35% 375 22 % TAZ NNE ENE ESE SSE SSW WSW WNW NNW 382 13.36 4.92 5.11 5.62 21.29 19.93 13.81 15.96 504 10.61 4.13 5.04 4.48 21.61 24.26 13.50 16.36 505 9.89 3.86 4.71 3.70 20.92 23.40 16.84 16.68 512 8.97 4.92 4.34 11.72 16.64 18.96 20.12 14.33 TAZ 382 504 505 512 TOTAL Biscayne Blvd 125 177 1,686 47 2,036 VPH NE 2nd Avenue 61 86 822 23 992 VPH NE 20th Street 0 0 395 20 414 VPH NE 29th Street 48 43 284 0 375 VPH GALLERY ART CONDOMINIUM June 4. 2004 • • TABLE D-6 TRANSIT RIDERSHIP AVG RIDERS DESIGN % COMM PROJECT SEATS PAX LOAD CAPACITY TRANSIT DEVEL RIDERS PER PER FACTOR RIDERS RIDERS ROUTE HEADWAY VEHICLE HOUR PER HR 3 20 43.2 167 100°Jo 259 14.35% 23 1 16 20 43.6 148 100% 262 12.71% 21 1 32 20 43 48 100% 258 4.12% 7 0 36 20 44.5 33 100% 267 2.84% 5 0 62 10 40.8 89 100% 490 7.65% 12 1 95 15 44.7 2 100°,43 358 0.17% 0 0 T 20 44.4 154 100% 266 13,23% 21 1 MAX 15 43.3 189 100% 346 16.24% 26 1 9 10 46 280 100% 552 24.05% 39 2 10 40 45.8 47 100% 137 4.04% 7 0 6 60 11.5 7 100% 23 0.60% 1 0 1164 100.00% 162 7 COMMITTED DEVELOPMENT AUTO 1.4 % TOTAL AUTO TRANSIT VPH PPH AUTO PPH PPH PPH 2,202 3,083 0.95 3,245 3,083 162 PROJECT AUTO 1,4 % TOTAL AUTO TRANSIT VPH PPH AUTO PPH PPH PPH 93 130.2 0.95 137 130.2 7 GALLERY ART CONDOMINIUM June 4. 2004 • • • RAW DATA & CALCULATIONS • • BISCAYNE BLVD NW 25 ST E/O NW24STE/0 BISCAYNE BLVD NW 25 ST E10 NW 24 ST E/0 BISCAYNE BLVD NW 25 ST E10 NW 24 ST E/0 BTWN 24 & 25 ST BISCAYNE BLVD BISCAYNE BLVD BTWN 24 & 25 ST BISCAYNE BLVD BISCAYNE BLVD BTWN 24 & 25 ST BISCAYNE BLVD BISCAYNE BLVD 1 2 ADT 20,168 19,027 39,195 1,182 1,619 2,801 788 851 1,639 AM MID PM 8:30 AM 12:00 PM 4:45 PM 8:30 AM 12:15 PM 2:15 PM 7:30 am 10:30 am 6:00 pm PEAK K 4:45 PM 8.17% 12:15 PM 9.39% 6:00 pm 9.15% PSF 1.026 1.026 1.026 1 NORTHBOUND EASTBOUND EASTBOUND EVE 18:15 18:45 18:15:00 K(100 ) 0.084 0.096 0.094 SOUTHBOUND WESTBOUND WESTBOUND PEAK 16:45 12:15 18:00:00 D 60,45% 60.84% 55.33% 0 • 0 AM 1 2 TOTAL % BISCAYNE BLVD BTWN 24 & 25 ST 8:30 AM 1,069 1,557 2,626 6.70% NW 25 ST DO BISCAYNE BLVD 8:30 AM 68 116 184 6.57% NW 24 ST EIO BISCAYNE BLVD 7:30 am 31 58 89 5.43% MID 1 2 TOTAL % BISCAYNE BLVD BTWN 24 & 25 ST 12:00 PM 1,303 1,349 2,652 6.77% NW 25 ST EIO BISCAYNE BLVD 12:15 PM 103 160 263 9.39% NW 24 ST EIO BISCAYNE BLVD 10:30 am 45 65 110 6,71 % PM 1 2 TOTAL % BISCAYNE BLVD BTWN 24 & 25 ST 4:45 PM 1,935 1,266 3,201 8.17% NW 25 ST EIO BISCAYNE BLVD 2:15 PM 65 123 188 6.71% NW 24 ST EIO BISCAYNE BLVD 6:00 PM 83 67 150 9,15% PROJECT NAME: Traffic Data Collection Se to Proceed : EASTBOUND TIME 1st Y4 2nd % 3rd' 12:00 AM 3 2 4 01:00 AM 7 1 2 02:00 AM 1 5 0 03:00 AM 0 0 0 04:00 AM 1 2 1 05:00 AM 3 0 4 06:00 AM 7 5 5 07:00 AM 4 3 12 08:00 AM 3 9 8 09:00 AM 4 4 12 10:00 AM 10 5 19 11:00 NA 8 9 6 12:00 PM 11 6 12 01:00 PM 9 9 9 02:00 PM 16 6 15 03:00 PM 5 13 22 04:00 PM 9 17 18 05:00 PM 12 19 13 06:00 PM 20 18 9 07:00 PM 13 12 10 08:00 PM 14 7 12 09:00 PM 9 12 6 10:00 PM 7 8 6 1:00 PM 10 8 7 24 Hour Total Y TRAFFIC COUNT SUMMARY EASTBOUND A.M. Peak Hour, Time: A.M. "K" Factor: A.M. "©" Factor: P.M. Peak Hour, Time: P.M. "K' Factor: P.M. "D" Factor: BOTHWAY: EASTBOUND 10:30 AM 5.7% 40.9% 06:00 PM Volume 10.5% P.H.F.: 55.3% 4th % 0 0 0 1 0 3 0 7 10 6 9 7 8 6 14 20 18 27 36 15 8 4 6 5 Volume P.H.F.: MECHANICAL COUNTS LOCATION: NW 24 ST EAST OF BISCAYNE BLVD COUNT DATE: TOTAL 9 10 6 1 4 10 17 26 30 26 43 30 37 33 51 60 62 71 83 50 41 31 27 30 788 TIME 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM WESTBOUND BOTHWAY 1st % 2nd V4 3rd %4 4th %4 TOTAL TOTAL 2 2 4 6 14 23 2 1 1 0 4 14 0 2 1 0 3 9 1 0 0 3 4 5 0 3 1 0 4 8 2 2 4 8 16 26 2 20 14 13 49 66 6 9 21 14 50 76 8 15 10 13 46 76 4 4 12 10 30 56 9 4 21 13 47 90 21 10 12 13 56 86 9 10 10 17 46 83 12 12 5 15 44 77 15 13 12 10 50 101 7 20 15 17 59 119 11 19 15 16 61 123 15 13 17 10 55 126 21 17 13 16 67 150 9 11 9 15 44 94 10 7 6 6 29 70 3 5 8 8 24 55 8 6 4 7 25 52 7 9 7 1 24 54 24 Hour Total 851 1,639 WESTBOUND 45 A.M. Peak Hour, Tirne: 0.59 A.M. "K" Factor: A.M. "D" Factor: 83 P.M. Peak Hour, Time: 0.58 P.M. "K" Factor: P.M. "D" Factor: and WESTBOUND A.M. Peak Hour, Time: A.M. "K" Factor: A.M. Hour "D" Factor: P.M. Peak Hour, Time: P.M, "K" Factor: P.M. Hour "D" Factor: 10:30 AM 6.7% 59.1 % 06:00 PM 9.2% 55.3% Volume: 110 P.H.F.: 0.69 Volume: 150 P.H.F.: 0.72 10:30 AM Volume 65 7.6% P.H.F.: 0.77 59.1% 06:00 PM Volume 67 7.9% P.H.F.: 0.80 44.7% Y TRAFFIC EASTBOUND A.M. Peak Hour, Time: A.M. "K" Factor: A.M. "D" Factor: P.M. Peak Hour, Time: P.M. "K" Factor: P.M. "D" Factor: BOTHWAY: EASTBOUND A.M. A.M. A.M. PROJECT NAME: 0 to Proceed : MECHANICAL COUNTS Traffic Data Collection LOCATION: COUNT DATE: NW 25 ST EAST OF BISCAYNE BLVD EASTBOUND WESTBOUND BOTHWAY TIME 1st Y4 2nd Y4 3rd'/4 4th % TOTAL TIME 1st 1/4 2nd Y4 3rd'/4 4th 14 TOTAL TOTAL 12:00 AM 2 6 4 2 14 12:00 AM 6 10 6 0 22 36 01:00 AM 0 1 1 0 2 01:00 AM 0 0 1 0 1 3 02:00 AM 3 0 0 2 5 02:00 AM 4 1 0 4 9 14 03:00 AM 0 1 0 0 1 03:00 AM 0 0 1 0 1 2 04:00 AM 0 0 4 0 4 04:00 AM 0 0 5 2 7 11 05100 AM 0 2 2 0 4 05:00 AM 0 2 2 3 7 11 06:00 AM 0 2 18 11 31 06:00 AM 0 3 7 10 20 51 07:00 AM 15 17 13 23 68 07:00 AM 7 13 27 21 68 136 08:00 AM 12 9 17 17 55 08:00 AM 29 21 38 38 126 181 09:00 AM 17 17 14 14 62 09:00 AM 24 16 26 32 98 160 10:00 AM 10 12 20 15 57 10:00 AM 25 34 23 44 126 183 11:00 AM 15 8 14 27 64 11:00 AM 32 10 23 28 93 157 12:00 PM 31 39 17 23 110 12:00 PM 29 34 32 35 130 240 01:00 PM 24 23 14 17 78 01:00 PM 59 32 37 34 162 240 02:00 PM 21 22 17 15 75 02:00 PM 33 33 26 31 123 198 03:00 PM 11 24 31 34 100 03:00 PM 33 11 1 12 57 157 04:00 PM 14 16 13 14 57 04:00 PM 35 35 22 32 124 181 05:00 PM 14 19 15 21 69 05:00 PM 15 9 24 20 68 137 06:00 PM 30 8 12 18 68 06:00 PM 20 29 13 21 83 151 07:00 PM 16 20 20 12 68 07:00 PM 15 30 27 11 83 151 08:00 PM 14 9 16 12 51 08:00 PM 22 10 14 19 65 116 09:00 PM 9 13 18 9 49 09:00 PM 12 13 5 17 47 96 10:00 PM 12 11 22 9 54 10:00 PM 13 17 20 8 58 112 1:00PM 13 9 2 12 36 11:00PM 8 9 3 21 41 77 24 Hour Total 1,182 24 Hour Total 1,619 2,801 COUNT SUMMARY WESTBOUND 11:45 AM Volume 114 A.M. Peak Hour, Time: 10:15 AM Volume 133 9.6% P.H.F.: 0.73 A.M. "K" Factor: 8.2% P.H.F.: 0.76 48.1% A.M. "D" Factor: 68.2% 12:00 PM Volume 110 P.M. Peak Hour, Time: 12:45 PM Volume 163 9.3% P.H.F.: 0.71 P.M. "K" Factor: 10.1% P.H.F.: 0.69 45.8% P.M. "D" Factor: 66.0% and WESTBOUND Peak Hour, Time: 11:45 AM "K" Factor: 8.5% Hour "D" Factor: 51.9% P.M. Peak Hour, Time: P.M. "K" Factor: P.M. Hour "D" Factor: • 12:15 PM 9.4% 60.8% Volume: 237 P.H.F.: 0.81 Volume: 263 P.H.F.: 0.79 PROJECT NAME: Traffic Data Collection .e to Proceed : TIME 1st Y4 12:00 AM 59 01:00 AM 36 02:00 AM 25 03:00 AM 25 04:00 AM 15 05:00 AM 40 06:00 AM 79 07:00 AM 186 08:00 AM 268 09:00 AM 292 10:00 AM 309 11:00 AM 266 12:00 PM 368 01:00 PM 318 02:00 PM 303 03:00 PM 302 04:00 PM 366 05:00 PM 519 06:00 PM 448 07:00 PM 201 08:00 PM 229 09:00 PM 161 10:00 PM 149 II:00 PM 126 NORTHBOUND 3rd % 38 35 22 25 23 71 125 196 241 256 289 264 300 306 332 358 544 497 338 231 4th % 68 35 20 12 23 59 153 222 266 267 293 299 318 274 288 339 454 454 321 206 166 164 176 157 168 204 118 114 24 Hour Total Y TRAFFIC COUNT SUMMARY NORTHBOUND A.M, Peak Hour, Time: A.M. "K" Factor: A.M. "D" Factor: P.M. Peak Hour, Time: P.M. "K" Factor: P.M. "D" Factor: BOTHWAY: • 2nd' 39 36 26 21 26 51 106 177 239 270 278 266 317 287 304 435 414 465 386 238 131 172 147 118 MECHANICAL COUNTS LOCATION: BISCAYNE BLVD BTWN 24 & 25 ST COUNT DATE: 11:45 AM Volume 6.4% P.H.F.: 50.3% 04:30 PM Volume 9.8% P.H.F.: 62.1% TOTAL TIME 1st Y4 204 12:00 AM 67 142 01:00 AM 36 93 02:00 AM 19 83 03:00 AM 20 87 04:00 AM 21 221 05:00 AM 45 463 06:00 AM 97 781 07:00 AM 272 1,014 08:00 AM 430 1,085 09:00 AM 400 1,169 10:00 AM 265 1,095 11:00 AM 266 1,303 12:00 PM 322 1,185 01:00 PM 295 1,227 02:00 PM 283 1,434 03:00 PM 241 1,778 04:00 PM 243 1,935 05:00 PM 327 1,493 06:00 PM 283 876 07:00 PM 256 690 08:00 PM 169 666 09:00 PM 124 668 10:00 PM 142 476 11:00 PM 107 20,168 SOUTHBOUND 2nd % 62 41 28 19 19 44 144 301 221 359 296 266 353 285 283 253 244 331 245 267 182 150 132 105 SOUTHBOUND 1,284 A.M. Peak Hour, Time: 0.87 A.M. "K" Factor: A.M. "D" Factor: 1,982 P.M. Peak Hour, Time: 0.91 P.M. "K" Factor: P.M. "D" Factor: NORTHBOUND and SOUTHBOUND A.M. Peak Hour, Time: 08:30 AM A.M. "K" Factor: 6.7% A.M. Hour "D" Factor: 59.3% P.M. Peak Hour, Time: P.M. "K" Factor: P.M. Hour "D" Factor: 04:45 PM 8.2% 60.4% Volume: 2,626 P.H.F.: 0.95 Volume: 3,201 P.H.F.: 0.95 3rd 1. 4th' TOTAL 70 50 249 32 19 128 22 21 90 17 21 77 30 31 101 69 105 263 234 251 726 366 397 1,336 409 389 1,449 309 311 1,379 273 274 1,108 267 267 1,066 329 345 1,349 301 296 1,177 264 278 1,108 267 263 1,024 254 297 1,038 311 270 1,239 270 288 1,086 203 164 890 136 166 653 142 127 543 135 139 548 88 100 400 24 Hour Total 19,027 08:30 AM Volume 8.2% P.H.F.: 59.3% 12:00 PM Volume 7.1% P.H.F.: 50.9% 1,557 0,95 1,349 0.96 BOTHWAY TOTAL 453 270 183 160 188 484 1,189 2,117 2,463 2,464 2,277 2,161 2,652 2,362 2,335 2,458 2,816 3,174 2,579 1,766 1,343 1,209 1,216 876 39,195 ¢aQa.Qa. 1- OOCD 03 O N M coN N C)) • J co co a) it } [N�[ s N co O O er m 1 CVO O O (r) LO N CO f v- ~� N d O O N C) [` N !� f- f-- o a co o O c 1 CO 03 l-- CDN or9 g N H O N.sr°CY)N cv) F- r- O N O O 'I"" r Li c- N O O CY) CO CO } CNV O O C) CC3 N 1.0 O 0 O Cfl r {!} O N IGO — .� N © © CO (NIC7 © f� N N �t O O N C'7 - d N LL' W}- ti? NIM W F- N Oo Lc) N- M u.JCL}-- Lc) (NI C j �C3 �- re) ESF- J a) Lo O O LO (NI Lo ©Lor CM3 N F-` 000 d O t- cn z O RAW DATA N C 'mot O C\t NE 24TH STREET & BISCAYNE BOULEVARD NE 24TH STREET & BISCAYNE BOULEVARD NE 24TH STREET & NE 4TH AVENUE NE 24TH STREET & NE 4TH AVENUE NE 25TH STREET & BISCAYNE BOULEVARD NE 25TH STREET & BISCAYNE BOULEVARD O O FDOT SEASONAL FACTOR L O tf7 et CO CO -J 0) C) O O N Ct M N iL 0) CO co N S` co CO F- CO am" O tO m} O r �-- z Co -- ti zcor z AADT ADJUSTED DATA CO 1-- N C3) 'ct CD a) 0 NI-- N O Ct - O O- 1-^ N r- c^ ) --I r� CO N.-r J NE 24TH STREET & BISCAYNE BOULEVARD NE 24TH STREET & BISCAYNE BOULEVARD NE 24TH STREET & NE 4TH AVENUE NE 24TH STREET & NE 4TH AVENUE NE 25TH STREET & BISCAYNE BOULEVARD NE 25TH STREET & BISCAYNE BOULEVARD FDOT PEAK SEASONAL FACTOR PEAK SEASON ADJUSTED DATA NE 24TH STREET & BISCAYNE BOULEVARD NE 24TH STREET & BISCAYNE BOULEVARD NE 24TH STREET & NE 4TH AVENUE NE 24TH STREET & NE 4TH AVENUE NE 25TH STREET & BISCAYNE BOULEVARD NE 25TH STREET & BISCAYNE BOULEVARD 0 0 0 NE 24TH STREET & BISCAYNE BOULEVARD 0.60 0.88 0.63 0.45 0.42 0.50 0.78 0.96 0.69 0.75 ERR 0.80 AM NE 24TH STREET & BISCAYNE BOULEVARD 0.56 0.92 0.83 0.42 0.25 0.58 0.77 0.94 0.63 0.50 0.50 0.93 PM NE 24TH STREET & NE 4TH AVENUE 0.70 ERR 0.31 ERR 0.75 0.50 ERR ERR ERR 0.32 0.75 ERR AM NE 24TH STREET & NE 4TH AVENUE 0.55 0.25 0.58 ERR 0.78 0.58 ERR ERR ERR 0.58 0.73 ERR PM NE 25TH STREET & BISCAYNE BOULEVARD 0.75 0.79 0.49 0.63 0.25 0.44 0.78 0.98 0.50 0.83 0.25 0.75 AM NE 25TH STREET & BISCAYNE BOULEVARD 0.53 0.97 0.78 0.50 0.75 0.58 0.84 0.91 0.65 0.55 0.38 0.77 PM 0 III III EXISTING AADT NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 24TH STREET & BISCAYNE BOULEVARD 12 680 5 9 5 10 25 1579 11 6 0 35 AM NE 24TH STREET & BISCAYNE BOULEVARD 29 1449 20 5 2 7 43 1221 20 6 2 41 PM NE 24TH STREET & NE 4TH AVENUE 14 0 5 0 30 2 0 0 0 9 39 0 AM NE 24TH STREET & NE 4TH AVENUE 11 1 14 0 53 7 0 0 0 7 32 0 PM NE 25TH STREET & BISCAYNE BOULEVARD 6 752 33 5 1 7 28 1666 4 33 2 33 AM NE 25TH STREET & BISCAYNE BOULEVARD 19 1401 28 2 3 7 37 1175 13 22 3 46 PM GROWTH FACTOR 1.04 FUTURE BACKGROUND AADT NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 24TH STREET & BISCAYNE BOULEVARD 12 707 5 9 5 10 26 1643 11 6 0 36 AM NE 24TH STREET & BISCAYNE BOULEVARD 30 1508 21 5 2 7 45 1270 21 6 2 43 PM NE 24TH STREET & NE 4TH AVENUE 15 0 5 0 31 2 0 0 0 9 41 0 AM NE 24TH STREET & NE 4TH AVENUE 11 1 15 0 55 7 0 0 0 7 33 0 PM NE 25TH STREET & BISCAYNE BOULEVARD 6 782 34 5 1 7 29 1733 4 34 2 34 AM NE 25TH STREET & BISCAYNE BOULEVARD 20 1458 29 2 3 7 38 1222 14 23 3 48 PM COMMITTED DEVELOPMENT TRAFFIC NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 24TH STREET & BISCAYNE BOULEVARD 0 472 0 0 0 0 0 376 0 0 0 0 AM NE 24TH STREET & BISCAYNE BOULEVARD 0 448 0 0 0 0 0 534 0 0 0 0 PM NE 24TH STREET & NE 4TH AVENUE 0 0 0 0 0 0 0 0 0 0 0 0 AM NE 24TH STREET & NE 4TH AVENUE 0 0 0 0 0 0 0 0 0 0 0 0 PM NE 25TH STREET & BISCAYNE BOULEVARD 0 467 5 0 0 0 3 347 2 29 0 25 AM NE 25TH STREET & BISCAYNE BOULEVARD 0 424 24 0 0 0 21 523 0 11 0 10 PM FUTURE WITHOUT PROJECT NB EB SB WB LT T RT LT T RT LT T RT LT T RT 0 NE 24TH STREET &BISCAYNE BOULEVARD 12 1180 5 4911 5 10 26 2019 11 6 0 36 AM NE 24TH STREET & BISCAYNE BOULEVARD 30 1956 21 5 2 7 45 1804 21 6 2 43 PM NE 24TH STREET & NE 4TH AVENUE 15 0 5 0 31 2 0 0 0 9 41 0 AM NE 24TH STREET & NE 4TH AVENUE 11 1 15 0 55 7 0 0 0 7 33 0 PM NE 25TH STREET & BISCAYNE BOULEVARD 6 1249 39 5 1 7 32 2081 6 63 2 59 AM NE 25TH STREET & BISCAYNE BOULEVARD 20 1882 53 2 3 7 59 1745 14 34 3 58 PM PROJECT TRAFFIC NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 24TH STREET & BISCAYNE BOULEVARD 0 0 11 0 0 0 6 5 0 11 0 15 AM NE 24TH STREET & BISCAYNE BOULEVARD 0 0 5 0 0 0 14 4 0 5 0 8 PM NE 24TH STREET & NE 4TH AVENUE 7 0 0 0 0 17 0 0 0 0 0 0 AM NE 24TH STREET & NE 4TH AVENUE 21 0 0 0 0 9 0 0 0 0 0 0 PM NE 25TH STREET & BISCAYNE BOULEVARD 0 15 0 0 0 0 6 6 0 5 0 15 AM NE 25TH STREET & BISCAYNE BOULEVARD 0 8 0 0 0 0 14 14 0 4 0 8 PM FUTURE WITH PROJECT NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 24TH STREET & BISCAYNE BOULEVARD 12 1180 16 9 5 10 32 2024 11 17 0 51 AM NE 24TH STREET & BISCAYNE BOULEVARD 30 1956 26 5 2 7 59 1808 21 11 2 51 PM NE 24TH STREET & NE 4TH AVENUE 22 0 5 0 31 19 0 0 0 9 41 0 AM NE 24TH STREET & NE 4TH AVENUE 32 1 15 0 55 16 0 0 0 7 33 0 PM NE 25TH STREET & BISCAYNE BOULEVARD 6 1264 39 5 1 7 38 2087 6 68 2 74 AM NE 25TH STREET & BISCAYNE BOULEVARD 20 1890 53 2 3 7 73 1759 14 38 3 66 PM • • • EB+WB TOTAL J Cr 0m z EB+WB TOTAL ED CD Wmr r M N 1 r W m<C <DD CDD EB+WB TOTAL DI cE) r 0W V DJ DI 5- CVNNN CA_IfD Cr 0 CO Cp50OV u0 <OmQ M V (0III <0 CO(D CD c,MNN (ONN �'rr V o CD DI r m CD YN m Cn Mr-0D ClQ 00 CD If)4 sn 7 ¢1 Z � Z EB+WB TOTAL 00530 CD N (0 rnm<Q <r N• NN CCV CC4 CO N0<D m r m r r m CO LC) (D EB+WB TOTAL m 551 N N C D N C] NM CO CD C0N ENNN N CCVV _3 to 03 0 4. 0w x Z N r m r N O CD <0 r (N0 (MD CCD CD AQ- n r vt Wccr 5-5- DV mlrMN 0m.-m3-- CD.-- 0 .-LC) CI DV N aM CO cD 000 rrmCV Z Z ID CA Z EB+WB TOTAL CD CO 56 CD 03 CO C CI) a) .0 CS) N CO CI •-N C1 mr.0rr a0 CVN5-r5- 0< N m N r N l D .- CADIINN 4.5 N to co or, . - V V MN EB+WB TOTAL >- - am Z Z EB+WB TOTAL ��ot�o al CA I.-- �CCVV N N 00 mm d'NC 05 0(0 CA N N N C) N 0 C D CO cn N N N N N N N m m<nmv0 a) r mrQ Nu-lmrnm�mrNar KJmr(L1 C+')MMMN vao aQ<0 0<0nrcD�N. ¢m cD`-r.nMNf:m 2m Fpm 00 00 0 r O© Q '- 00 J00m r-(0 CD Civ00 W 0 J5-NN M.-0 o-00(0 o Q Cl CD Ca 0 m H 4 r" r 0 0) 0 r u] o N@ m <0 0 0 0 0 N 0 0 4 N N o N m< 0 V 0 r m u] u] r V ° n CQ H r 0 <0 � 0 0 Q rr- OD 0cl . n W (V© <0 Q0 W pj0 W r o0 N V < ED • r <00<0 N 0- 0) Q "� N CD CD DI a)O r O CO CC Q O ((1 0 J o 00 0 0 0 0 0 a 0 a t 4- 0 0 0 0 0 0 0 0 0 0 e CD CD CC W =- C) rw O N .- r N OD o a � � M Q Q CD VD m' m r N a 0 O © 0 0 0 0 0 0 0 0 0 0 CO 0 C. 0 0 0 0 0 0 0 0 (n 0 0 0 0 0 0 0 0 0 CDQ O w CD 0 a 0 0 00 0 0 a a_w w CL _.1 r m v m r-- 0- 0 O C1 r <Q r C 0) oO C. r �- 0 0 0) 04 � """ J N u) m W -5- Q V m m m� 0) Q min M Q CL1 M N m rQ C0V .. yr Q NDE Cc)c mn a) C} 0)0+ [0 <inm mCV CO CAr mm O ¢ m---o u) F- N`CD }-Mmm 0Mv Cm05 c8 F O •o p 00 a 0 (V 0 O 4- 1- DNNmmMr-V)mN a COD }_ m N N00 CD m CI w.Qm I--N N U)Q 5- <Nr rr<t.00 <0r <tr m.--w CD Qm'<0iD r s Q N NIP J N. -- Q r J N.� N V 7 ((m�� 0 0 r 0 Q 0 ZNN N<S<0rr« 00000D.O Z vcr CO M CO C-C•)0 C000 0 R _� rt, }-00a 00 0000 0 0 mCt }-a 0 a o Oa.- D� �N }- 0 U) N N 0 N m 0 o ta <0 0 'V m <0 Q <D 0 m Q 0 o m C 0 0 .- Q 0 0 N N 0 01 <0 M 5- N .- N r <t N m N O Q o (L' .- 0 0 N O u] 0 (0 0 0 0 0 0 0 0 0 0 0 <0 0 0 0 0 0 0 0 0 0 0 M 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 a 00 0 0 LJ W W Wa. a. !3 -,mm Vn- or r-r-- m r .e0 JN0 QN- Nor0<0<0 J rma<D 0(0510 m<0 m J¢5- mCT- NQC o 0<)) - T- r .-mQ °., <0 e--r-r-.- m.Oo <0 •- o0 O T 00 8 o . O 0 0 I-- N O N 0 N r'- N Ch CO n CV VI 5-N CD CVQ CO -54 COD ' �' "' O CD EN r a.- < D <D m CND i 4-<0 CD OD CD M r" DJ r' - I D r <0 r ▪ a ! ` c) co O m }-^ N 0 N <- 0 0 o c) 4) 0 a ce m} }-- D 0 0 r 0 0 .- N Q N e 2 , 3^ CO C,1 . r., r- .P rr O CND � o n cp h- CD CO CD 0 .5- CO m () 0 M 01 O 3 O 7 { O 00 0 Lli 1- Q mom m5- (D 0)0m.eID 4-0N0 r m am0 �0 I- 0000000000<0C 4- oaao0O0cs 00a(0 a) 0 ` T 0 0 w W 6 0 0 0 0 0 0 0 0 CD 0 (0 Cs 0 0 0 0 0 0 0 0 0 (0 0 0 0 0 0 0 0 CD 0 OD 0 0 0 0 0 0 0 0 0 0 Cl. rL el a- ...)rs-N<0<CCpp<0 -�20<- _..a.-om<0<0<0 .-m ro Q 4a000000000�� Q000000a000(0(0 Q V -CDCD m 0 fACDC 20) Q00 N 0 Q,-N<D 000ppm Q <0 Wu _<0000 C] V o DO 0 o }-NNN CO (')MMNN BOO Q w W O 0 I--I-- O 1-0 CC Or 7 -J 4 mM Com m (n <0Na m<Q Tr mm Q aI m NO5- vyo O oDa 0a0000 a' 00 J 000000 a 0OO 00 11J NoW �� C- r)ow <0(0(0 WLJ - W Z O - }-.-r Or V (0061 mm CD 0 Y- V oc-.-m P1 �r rn r-�-a I--00aa 00 o 00CD (' (y' 7mi--[) o0a Doan Cs 0. iy cr m[p 0 0 m m D1 .- co o r m D) 00 co Q (D <'(' CD N 0 O V 0 N, CD W L., w i3= €�.' W. N<0 <00mMQChN� OGIl (o NNNNmMCINN�ma¢ff) < wlAJ �Z.. x }�-0000000000 C4' ce}x-. h-0 o a 000000ODe Cr Q • }--C)0 CS NV QO C)m,-o 0Q }--MQQEDOQ00Ci00«ch}-- ch N. m Q CC {C Crcr (0 €�i.7 €3X.J U .- m CL' NO w W ww � y-�a� DO Z Z co CO a a00000000 e<$ (n o O.- D 00000 w" 0 <0 � 00000o 00O0 o) (0 0000 a00Da0 • © I--0 I- o E 0 W WL! n: LU < 2 CrLii W Scr - < < < < < < < < 0 Z xv dELA'CL 0-CLa. Mtn 2 au_)O,n Oin a�I� W Fx-� Dina hcn Din W ✓ OtCla u')0<n OiDa �� 0�c')vra--r(vr¢frU No (-�+E-pro COai x w(�vo [?•-mQa�r) V �fY CZ w O rm V Q<0 0<0 V r'c!ln.fl �() ui T N 0 0 r F 0 0 m 0 CO I... M y y N p r 0 0 0 0 0 (n . 0 x C! I l 0 0 0 0 0 0 a o o O 0 0 O 0 0 0 ill w 00000000 <00 w x W 00000000 wx Z p 90 00002 0000-Q 2 f--2aa.Z 7--Ra.A GALLERY ART CONDOMINIUM • NE 25TH STREET & BISCAYNE BOULEVARD 15 MINUTE HOURLY 01/15/04 SO WB NB EB NB+SB EB+WB TOTAL NR+S8 EB+WB TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL OTAO AM 0 1 274 11 286 0 2 1 0 3 0 8 122 1 131 0 1 0 1 2 417 5 422 07:15 AM 0 4 283 8 295 0 5 0 6 11 0 8 109 2 119 0 1 1 1 3 414 14 428 07:30 AM 0 3 355 8 366 0 13 0 3 16 0 5 130 1 136 0 1 0 1 2 502 18 520 07.45 AM 0 2 393 8 403 0 7 1 5 13 0 9 150 3 162 0 1 0 0 1 565 14 579 1898 51 1949 08:00 AM 0 1 425 6 432 0 6 2 10 18 0 6 186 2 194 0 2 0 0 2 626 20 646 2107 66 2173 08:15 AM 0 1 416 9 426 0 11 0 7 18 0 5 181 2 188 0 0 0 2 2 614 20 634 2307 72 2379 0&30 AM 0 0 419 7 426 0 11 0 9 20 0 17 148 0 165 0 1 0 2 3 591 23 614 2396 77 2473 08:45 AM 0 2 406 6 414 0 5 0 7 12 0 5 237 2 244 0 4 1 1 6 658 18 676 2489 81 2570 TOTALS 0 14 2971 63 3048 0 60 4 47 111 0 63 1263 13 1339 0 11 2 8 21 4387 132 4519 2489 81 2570 PK HR 0 4 1666 28 1698 0 33 2 33 68 0 33 752 6 791 0 7 1 5 13 PERCENT 0% 98% 2% 100% 49% 3% 49% 100% 4% 95% 1% 100% 54% 8% 38% 100% PHF 0.50 0.98 0,78 0.98 0.75 0.25 0.63 0.85 0.49 0.79 0.75 0.81 0.44 0,25 0,63 0.54 NE 25TH STREET & 81SCAYNE BOULEVARD 15 MINUTE HOURLY 01115/04 SB WB NO EB NB+SB EB+WB TOTAL NB+SB EB+WB TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL 04:00 PM 0 4 261 7 272 0 12 1 7 20 0 11 333 7 351 0 0 0 0 0 623 20 643 04:15 PM 0 3 268 11 282 0 10 1 5 16 0 4 349 2 355 0 2 0 0 2 637 18 655 04:30 PM 0 0 288 6 294 0 6 0 8 14 0 9 394 8 411 0 3 0 0 3 705 17 722 04:45 PM 0 1 254 8 263 0 11 1 7 19 0 10 345 6 361 0 2 0 1 3 624 22. 646 2589 77 2666 05:00 PM 0 5 308 7 320 0 11 0 10 21 0 5 362 4 371 0 3 1 1 5 691 26 717 2657 83 2740 05:15 PM 0 3 266 11 280 1 15 2 3 20 0 9 342 9 360 0 2 1 0 3 640 23 663 2660 88 2748 05:30 PM 0 0 322 9 331 0 10 1 4 15 0 8 353 3 364 0 1 0 0 1 695 16 711 2650 87 2737 0545 PM 0 5 279 10 294 0 10 0 5 15 0 6 344 3 353 0 1 1 1 3 647 18 665 2673 83 2756 TOTALS 0 21 2246 69 2336 1 85 6 49 140 0 62 2822 42 2926 0 14 3 3 20 5262 160 5422 2673 83 2756 PK HR 0 13 1175 37 1225 1 46 3 22 71 0 28 1401 19 1448 0 7 3 2 12 PERCENT 1% 96% 3% 100% 65% 4% 31% 100% 2% 97% 1% 100% 58% 25% 17% 100% PHF 0.65 0.91 0.84 0.93 0.77 0.38 0.55 0.85 0.78 0.97 0,53 0.98 0.58 0.75 0,50 0.60 GALLERY ART CONDOMINIUM NE 24TH STREET & BISCAYNE BOULEVARD COMMITTED DEVELOPMENT TRAFFIC N13 5D NS EB WB EW TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL PERFORMING ARTS 9 9 8 8 17 0 0 0 17 MIRAMAR CENTER 201 201 132 132 333 0 0 0 333 BISCAYNE VILLAGE 11 11 6 6 17 0 0 0 17 1800 CLUB 72 72 33 33 105 0 0 0 105 TUTTLE STREET 28 28 6 6 34 0 0 0 34 BISCAYNE BAY TOWERS 13 13 32 32 45 0 0 0 45 SKY RESIDENCES 45 45 99 99 144 0 0 0 144 BAY 25 2 2 13 13 15 0 0 0 15 PLATINUM CONDO 1 1 8 8 9 0 0 0 9 METROPOLIS 62 62 17 17 79 0 0 0 79 EDGEWATER TOWER 25 25 6 6 31 0 0 0 31 ONYX 3 3 16 16 19 9 0 0 19 TOTAL 0 472 0 472 0 376 0 376 849 0 0 0 0 0 0 0 0 0 849 NE 24TH STREET &'BISCAYNE BOULEVARD COMMITTED DEVELOPMENT TRAFFIC NB SB NS E13 WB EW TOTAL LT T RT TOTAL, LT T RT TOTAL TOTAL LT T RT TOTAL LT T AT TOTAL TOTAL PERFORMING ARTS 9 9 8 8 I7 0 0 0 17 MIRAMAR CENTER 132 132 201 201 333 0 0 0 333 BISCAYNE VILLAGE 6 6 11 11 17 0 0 0 17 1800 CLUB 65 65 72 72 137 0 0 0 137 TUTTLE STREET 6 6 28 28 34 0 0 0 34 BISCAYNE DAY TOWERS 32 32 13 13 45 0 0 0 45 SKY RESIDENCES 99 99 87 87 186 0 0 0 186 BAY 25 13 13 6 6 19 0 0 0 19 PLATINUM CONDO 7 7 4 4 11 0 0 0 11 METROPOLIS 55 55 73 73 128 0 0 0 128 EDGEWATER TOWE.R 13 13 25 25 38 0 0 0 38 ONYX 11 11 5 5 16 0 0 0 16 TOTAL 0 448 0 448 0 534 0 534 982 0 3 0 0 0 0 0 0 0 982 NE 24TH STREET & NE 4115 AVENUE COMMITTED DEVELOPMENT T.RAFk7C NB 5H NS EB WB EW TOTAL LT T RT TOTAL .LT T RT TOTAL TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL PERFORMING ARTS 0 0 0 0 0 0 0 MIRAMAR CEMER 0 0 0 0 0 0 0 BISCAYNE VILLAGE 0 0 0 0 0 0 0 1800 CLUB 0 0 0 0 0 0 0 TUTTLE STREET 0 0 0 0 0 0 0 BISCAYNE BAY TOWERS 0 0 0 0 0 0 0 SKY RESIDENCES 0 0 0 0 0 0 0 BAY 25 0 0 0 0 0 0 0 PLATINUM CONDO 0 0 0 0 0 0 0 METROPOLIS 6 0 0 0 0 0 0 EDGEWATER TOWER 0 0 0 0 0 0 0 ONYX 0 a 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GALLERY ART 00800M3N1UM • • • NE 24TH STREET & NE 4TH AVENUE CONMTTED DEVELOPMENT TRAFFIC NE S13 NS EB WE EW TOTAL LT T AT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT 'T RT TOTAL TOTAL PERFORMING ARTS 0 0 0 0 0 0 0 MIRAMAR CENTER 0 0 0 0 0 0 0 BISCAYNE VILLAGE 0 0 0 0 0 0 0 1800 CLTJB 0 0 0 0 0 0 0 TUf'TLE STREET 0 0 0 0 0 0 0 BISCAYNE BAY TOWERS 0 0 0 0 0 0 0 SKY RESIDENCES 0 0 0 0 0 0 0 BAY 25 0 0 0 0 0 0 0 PLATINUM CONDO 0 0 0 0 0 0 0 METROPOLIS 0 0 0 0 0 0 0 EDGEWATER TOWER 0 0 0 0 0 0 0 ONYX 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NE 25T1i STREET & BISCAYNE BOULEVARD COMMITTED DEVELOPMENT TRAFFIC NE SB NS E13 WB EW TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT T R1' TOTAL 'TOTAL PERFOR.'vILLNG ARTS 9 9 8 8 17 0 0 0 17 MORAMAR CENTER 201 201 132 132 333 0 0 0 333 BISCAYNE VILLAGE 11 11 6 6 17 0 0 0 17 1800 CLUB 72 72 33 33 105 0 0 9 105 TUTT.LE STREET 28 28 6 6 34 0 0 0 34 BISCAYNE BAY TOWERS 13 13 32 32 45 0 0 0 45 SKY .RESIDENCES 45 45 99 99 144 0 0 0 144 BAY 25 2 2 2 2 4 0 13 11 24 24 28 PLATINUM CONDO 1 1 8 R 9 0 0 0 9 METROPOLIS 62 62 17 17 79 0 0 0 79 EDGEWATER TOWER 25 25 6 6 31 0 0 0 31 ONYX 3 3 3 3 6 0 16 14 30 30 36 TOTAL 0 467 5 472 3 347 2 352 825 0 0 0 0 29 0 25 54 54 879 N.F. 25 1-1 STREET & BISCAYNE BOULEVARD COMMITTED DEVELOPMENT TRAFFIC NB SI3 NS El3 WB EW TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL PERFOIMNNG ARTS 9 9 8 8 17 0 0 0 17 MIRAMAR CENTER 132 132 201 201 333 0 0 0 333 'BISCAYNE VILLAGE 6 6 11 11 17 0 0 0 17 1800 CLUB 65 65 72 72 137 0 0 0 137 TUTTLE STREET 6 6 28 28 34 0 0 0 34 BISCAYNE BAY TOWERS 32 32 13 13 45 0 0 0 45 SKY RESIDENCES 99 99 87 87 186 0 0 0 186 BAY 25 13 13 11 11 24 0 6 5 11 11 35 PLATINUM CONDO 7 7 4 4 11 0 0 0 I1 METROPOLIS 55 55 73 73 128 0 0 0 128 EDGEWATER TOWER 13 13 25 25 38 u 0 0 38 ONYX 11 11 10 10 21 u 5 5 10 10 31 TOTAL 0 424 24 448 21 523 0 544 992 0 0 0 0 11 0 I0 21 21 1,013 GALLERY ART CONDOMINIUM ARTPLAN 2002 Conceptual Planning Analysis • Description/File Information Filename Program AP_BISCAYNE AM PK.xml ARTPLAN TEDT Date Prepared Version Agenc 4/4/2004 5.1.1 District - " [ - - ------ - Arterial Name BISCAYNE BLVD Begin Intersection NE 33 STREET End Intersection NE 19 STREET Study Period User Notes Kp/d Peak Direction Southbound GALLERY ART CONDOMINIUM AM PEAK Roadway Variables rea Type lass Urbanized Facility Data Traffic Variables AADT 36000 0.097 Control Variables Arrival Type Signals/Mile 4 5.00 Multimodal Variables Paved Shoulder/ Bike Lane Outside Lane Width No Posted Speed 30 D 0'52 Cycle Length 90 Pavement Condition # Thru Lanes 4 PHF 0.925� g/rough C Median Type Restrictive %Turns Excl. Lanes 12 eft Turn anes Yes % Heavy Vehicles Base Sat Flow Rate Local Adj. Factor Adjusted Sat Flow Rate • 1.7 1900 0.95 Control Type 1775 0.67 Semiactuated Sidewalk Sidewalk/ Roadway Separation Sidewalk/Roadway Protective Barrier Typical Typical Yes Obstacle to Bus Stop Bus Freq Typical No No Bus Span Of Service 1 15 Automobile Segment Data Segment # 4110o NE 26 STREET) o NE 29 STREET) 3 (to NE 22 STRE1=1) 4 (to NE 21 STREET) S (to NE 19 STREET) Cycle Length! 90, 90 90 90 90 g/C Arr. Type %I0 Turns 0.67 0.67, 0.67 4 12 12 12 # Dir. Lanes 0.67 4 12 0,67 4 12 2 2 Length 0.25 0.1875 Automobile LOS 0.25 0.0625 AADT 0.125 36000 36000 36000 Hourly Vol. 36000 36000 1816 1816 1816 1816 1816 FFS 35 35 5 35 5 Median Type Non -Restrictive Non -Restrictive Non -Restrictive Non -Restrictive Non -Restrictive Thru Mvmt Control Int. Approach Speed Segment Segment # Flow Rate v/c Delay LOS (mph) ............... LOS 1 (to NE 29 STREET) 2 (to NE 26 STREET) 3 (to NE 22 STREET) 4 (to NE 21 STREET) 5 (to NE 19 STREET) Arterial Length 1728 1728 1728 1728 1728 0.9 0.73 0.73 0.73 0.73 0.73 4.78 4.78- 4.78 4.781 4.78 Auto Speed A A A A 24.1 25.7 24.5 25.7 17.8 22.1 D C Auto LOS Automobile Service Volume Tables A B C D E I Lanes Hourly Volume In Peak Direction 1* 820 1250 1300 1340 111111 2 100 1840 2520 2600 2690 3 150 2890 3790 3890 4040 4 220 3940 5060 5190 5390 * 100 1840 2520 2600 2 2690 Lanes Hourly Volume In Both Directions 2 ** 1570 2400 2490 2580 4 190 3530 4850 4990 5 5180 6 290 5560 7300 7480 7 7770 8 420 7570 9740 9980 1 10370 * 190 3530 4850 4990 5 5180 Lanes ' Annual Average Daily Traffic 2 ** 16200 24800 25700 26600 4 2000 36400 50000 51500 53400 6 3000 57300 75200 77100 80100 8 4300 78100 100400 102800 L 1 106900 * 2000 36400 50000 51500 5 53400 ARTPLAN 2002 Conceptual Planning Analysis • Description/File Information Filename Program Analyst Arterial Name Study Period AP_BISCAYNE PM PK.xm I ARTPLAN J. AHLSTEDT BISCAYNE BLVD Kp/d Date Prepared Version Agency Begin Intersection Peak Direction User Notes GALLERY ART CONDOMINIUM PM PEAK HOUR 4/4/2004 5.1.1 NE 19 STREET ;Northbound District End Intersection NE 33 STREET Roadway Variables ea Type iiii , Class Posted Speed # Thru Urbanized 3 30 4 Facility Data Traffic Variables AADT 0 PHF 36000 0.097 0.52 0.925 Control Variables Arrival Type Signals/ Mile Cycle Length Through 4 5.00 115 0.8 Multimodal Variables Paved Shoulder/Bike Lane Outside Lane Width Pavement Condition No Typical Typical Sidewalk I_u aa J1 1 --- Median Type Restrictive % Turns Excl. Lanes 12 Control Type Semiactuated Sidewalk/Roadway Separation Left Turn Lanes Yes Heavy Vehicles r Base Sat Flow Rate Local Adj. Factor Adjusted Sat How Rate 1.7 1900 0.95 1775 Sidewalk/Roadway Protective Barrier Yes Obstacle to Bus Stop Bus Freq Bus Span Of Service Typical Nc Nc 1 1c Automobile Segment Data Segment # Cycle Length g/C Arr. Type 0/0 Turns # Dir. Lanes Length AADT Hourly Vol. 411111 o NE 21 STREET) o NE 22 STREET) 3 (to NE 26 STREET) 115 115 115 0.8 0.8 0.8 4 4 12 12 2 0.125 36000 1816 FFS Median Type 35 Non -Restrictive 2 0.0625 36000 1836 35 Non -Restrictive 4 12 2 0.25 4 (to NE 29 STREET) 115 0.8 4 [5 (to NE 33 STREET) 115 0.8 4 12 2 0.1875 36000 36000 1836 1836 35 Non -Restrictive 35 Non -Restrictive 12 2 0.25 Automobile LOS 36000 1836 35 Non -Restrictive Segment # Thru Mvmt Flow Rate v/c Control Delay Int. Approach LOS Speed (mph) Segment LOS 1 (to NE 21 STREET) 1728 0.61 0.75 A 27.5 B 2 (to NE 22 STREET) 1747 0.62 0.77 A 26.1 B 3 (to NE 26 STREET) 1747 0.62 0.76 A 29 B 4 (to NE 29 STREET) 1747 0.62 0.76 A 28.7 B 5 (to NE 33 STREET) 1747 0.62 0.76j A 29 B Arterial Length 0.9 Auto Speed 28.5 Auto LOS B Automobile Service Volume Tables Lanes 1 2 3 4 Lanes 2 A B C D Hourly Volume In Peak Direction 590 1350 2130 6 8 Lanes 1350 1440 2980 4490 6000 2980 1520 3060 4600 6130 3060 1570 3130 4700 6270 3130 1610 3230 4840 6450 3230 Hourly Volume In Both Directions 1130 2600 4090 5630 2600 2760 5720 8630 11530 5720 2930 5890 8840 11800 5890 3020 6020 9040 12060 6020 3100 6210 9310 12410 6210 Annual Average Daily Traffic 11700 8500 30200 (1 31100 1 32000 4 1 1 11 26800 t, 59000 60700 62100 64000 6 42200 88900 91200 93200 96000 8 * • 58100 26800 118900 121600124300 128000 59000 60700 62100 64000 0 AMJND Project: GALLERY ART CONDOMINIUM Analyst: J. Ahistedt Date: 6/3/2004 Control System: Card Reader Input Data Arrival Rate 23 per hour Service Rate 360 per hour Number of Servers 1 Queue Capacity 2000 Threshold Time (Assumed) 15 seconds System Capacity (Queue Capacity + Number of Servers) 2001 Calculated Data Average Number In System L 0.068 Average Number in Queue Lq 0.004 Minimum Number of Agents (threshold time & system capacity) MinAgents 2 Minimum Number of Servers (threshold time & queue capacity) MinServers 2 Probability That System is Empty Po 94% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 6% Probability That Waiting Time is Less Than Threshold Time Service Level 98% Average Server Utilization Util 6% Average Time Customer Spends In System W 11 Seconds Average Time Customer Spends In Queue Wq 1 Seconds Probability Distribution of Number of Customers In System 100% 90% so a 70 % 60% 50% 40% 30% 10% 0% a ry c ux ro o ry v 0 Number of Customers In System PrState % 93.61% 1 5.98% 0.38% 3 0.02% 4 0.00% 5 0.00% 6 0.00% 7 0.00% 8 0.00% 9 0.00% 10 0,00% 0, 00°%° 12 0.00% 13 0.00% 14 0.00% 15 0.00% 16 0.00% 17 0.00% 18 0.00% 19 0,00% 20 0.00% Commutative Probability of Number of Customers in System Cu mm u!ativeProba bi I ity 100% 99% 98% 97% 96 % 95% 94% 93% 92% 51% 90 % ErEEI Emi mew =a i = CS: = = N im g 2- 9 E E A C M E ®m m E E E. »tilEME�0 C1>51 �1111 � 115611191 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Number of Customers In System Number 0 93.61% 1 99. 59% 2 99.97% 3 100, 00 % 4 100, 00% 5 100.00% 6 100.00% 7 100.00% a 100.00% 100.00% 10 100, 00% 11 100-00% 12 100.00% 13 100.00% 14 100.00% 15 100.00% 16 100.00% 17 100, 00% 18 100.00% 19 100.00% 20 100.00% Page 1 • Project: GALLERY ART CONDOMINIUM Analyst: J. Ahlstedt Date: 6/3/2004 Control System: Card Reader AMND Input Data Arrival Rate 64 per hour Service Rate 360 per hour Number of Servers 1 Queue Capacity 2000 Threshold Time (Assumed) 15 seconds System Capacity (Queue Capacity + Number of Servers) 2001 Calculated Data Average Number In System L 0.216 Average Number in Queue Lq 0.038 Minimum Number of Agents (threshold time & system capacity) MinAgents 2 Minimum Number of Servers (threshold time & queue capacity) MinServers 2 Probability That System is Empty Po 82% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0°% Probability That an Arriving Customer Witt Have To Wait PrWait 18% Probability That Waiting Time is Less Than Threshold Time Service Level 95% Average Server Utilization Util 18% Average Time Customer Spends in System W 12 Seconds Average Time Customer Spends In Queue Wq 2 Seconds Probability Distribution of Number of Customers In System Cummulative Probability of Number of Customers in System 100% - 90% 60% 70% $ 60% m 50% 0 a 40% 30% 20%- 10% o r ry M v m m a 1 ry 55.1 v Number of Customers In System PrState 0 1 82.22% 14.62% 2 2.60% 3 0.46% 4 0.08% 5 0.01% 6 0.00% 7 0.00% 8 0.00% 9 0.00% 10 0.00% 0.00% 12 0.00% 13 14 0.00% 0.00% 15 0.00% 16 0.00% 17 0.00% 18 0.00% 19 0.00% 20 0.00% C u m mu lat ive P roba bi l ity 100% - 99% 90 % 97% 96 95% d a 94% . qi 93 %:-- 92°% 91% 90% a 9 1 2 3 4 9 6 7 8 9 10 11 12 13 14 15 16 17 19 19 20 Number of Customers to System • Number % 0 82.22% 1 96.84% 2 99.44% 3 99.90% 4 99.98% 5 100.00°% 6- 100.00% 7 100.00% 8 100, 00% 9 100.00% 10 100, 00% 100,00% 100.00% 13 100.00% 14 100.00% 15 100.00% 16 100.00% 17 100.00% 18 100.00% 19 100.00% 20 100.00% Page 2 • Project: GALLERY ART CONDOMINIUM Analyst: J. Ahlstedt Date: 673/2004 Control System: Card Reader Input Data Arrival Rate 60 per hour Service Rate 360 per hour Number of Servers 1 Queue Capacity 2000 Threshold Time (Assumed) 15 seconds System Capacity (Queue Capacity + Number of Servers) 2001 Calculated Data Average Number in System L 0.200 Average Number in Queue Lq 0.033 Minimum Number of Agents (threshold time & system capacity) MinAgents 1 Minimum Number of Servers (threshold time & queue capacity) MinServers 1 Probability That System is Empty Po 83% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 17% Probability That Waiting Time is Less Than Threshold Time Service Level 95% Average Server Utilization Utii 17% Average Time Customer Spends In System W 12 Seconds Average Time Customer Spends In Queue Wq 2 Seconds Probability Distribution of Number of Customers In System PrState % 0 83.33% 100% • 90% 1 13.89% 80 % ._,_,......._._....._----- 2 2.31% 3 0.39% ia% 4 0.06% 6000 5 0.01% 6 0.00% m 50 % 7 0.00% o o % 8 0,00% 9 0.00% a0 30%II- 10 0.00% 11 0.00% 20 % 12 0.00% 13 0.00% 0% 14 0.00% 15 0.00% T,,_ ., ..,..,_..,.--,.. _....,. N v m m „.. «- `° ry Number of Customers In System 16 0,00% 17 0.00% 18 0.00% 19 0.00% 20, 0.00% PM.D Cummulative Probability of Number of Customers In System CummulativeProbability 100% 99°% 98% 97% 96% 95% 94 % 93 % 92^/ 91"% 90% 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 10 19 20 Number of Customers In System • Number 0 83.33% 1 97.22% 2 99.54% 3 99_92°% 4 99.99% 5 10000'/ 6 100, 00% 7 100.00% 8 100.00% 9 100.00% 10 100.00°% 11 100.00% 12 100.00"% 13 100.00% 14 100.00% 15 100.00% 16 100.00% 17 100-00°% 18 100.00% 19 100, 00% 20 100, 00% Page 3 • Project: GALLERY ART CONDOMINIUM Analyst: J, Ahlstedt Date: 6/3/2004 Control System: Card Reader PMND Input Data Arrival Rate 33 per hour Service Rate 360 per hour Number of Servers 1 Queue Capacity 2000 Threshold Time (Assumed) 15 seconds System Capacity (Queue Capacity + Number of Servers) 2001 Calculated Data Average Number In System L 1 0,101 Average Number in Queue Lq 0.009 Minimum Number of Agents (threshold time & system capacity) MinAgents 1 Minimum Number of Servers (threshold time & queue capacity) MinServers 1 Probability That System is Empty Po 91% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probabil€ty That an Arriving Customer Will Have To Wait PrWait 9% Probability That Waiting Time is Less Than Threshold Time Service Level 95% Average Server Utilization Util 9% Average Time Customer Spends In System W 11 Seconds Average Time Customer Spends In Queue Wq 1 Seconds Probability Distribution of Number of Customers in System Cumulative Probability of Number of Customers in System 100% 40% 80% 70 % 60% 50 , 0 a 40% 30% 26% 10% 0% e m 0 0 1,1 0 m Number of Customers to System PrState 0 90.83% 8.33% 0.76°% 3 0.07% 4 0.01 % 5 0.00% 6 0.00% 7 0.00% 0.00% 9 0.00% 10 0.00% 11 0.00% 12 0.00% 13 0.00% 14 0.00% 15 0.00% 16 0.00% 17 000% 18 0, 00% 19 0.0014 20 0.00% C u m m u Iativ e P ro b a b i I ity 100% 99% 98 % 97% 96% 95% 94% 93% 92% 91% 90% r- ZIA 11111111MrM......- 0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 18 17 18 19 20 Number of Customers In System • Number 0 90.83% 99.16% 2 99.92% 3 99.99% 4 100.00% 5 100.00% 6 100.00% 7 100.00% 100.00% 9 100.00% 10 100.00% 11 100.00% 12 100.00% 13 100.00% 14 100.00% 15 100.00% 16 100, 00% 17 100, 00% 18 100, 0014 19 100, 00% 20 100.00% Page 4 .TIMING DATA MM • BYE CCG CRS CTD ISR SPD SPS SSR STD TSO DADE COUNTY TRAFFIC CONTROL SYSTEM MAIN MENU - LOG -OFF COMMAND (B) - CONTROLLER CYCLE GRAPH - CONTRACTOR REPAIRS - CONTROLLER TIMING DATA - INTERSECTION STATUS REPORT (I) - SECTION PATTERN DATA - SECTION PATTERN SCHEDULE - SECTION STATUS REPORT - SECTION TIMING DATA - TRAFFIC SYSTEM OVERVIEW (T) CTD ENTER THE CONTROLLER NUMBER (/ = STOP) 4136 4136 TIMING DATA FOR 4136 US 1 & NE 17 TERR PAT OF NSW F Y EWW F G Y SL Y R 1 T 88 41 10 4 6 12 1 4 7 4 1 2 T 3 40 10 4 6 12 1 4 8 4 1 3 T 1 40 10 4 6 12 1 4 8 4 1 4 M 88 41 10 4 6 12 1 4 7 4 1 5 M 88 41 10 4 6 12 1 4 7 4 1 8 T 23 41 10 4 6 12 1 4 7 4 1 9 T 54 55 10 4 6 12 1 4 18 4 1 10 T 52 50 10 4 6 12 1 4 18 4 1 11 T 88 41 10 4 6 12 1 4 7 4 1 12 T 23 41 10 4 6 12 1 4 7 4 1 13 M 54 55 10 4 6 12 1 4 18 4 1 16 T 8 52 10 4 6 12 1 4 16 4 1 17 T 49 53 10 4 6 12 1 4 15 4 1 18 T 14 55 10 4 6 12 1 4 18 4 1 19 T 0 20 10 4 6 12 1 4 5 4 1 20 M 58 73 10 4 6 12 1 4 15 4 1 21 T 88 41 10 4 6 12 1 4 7 4 1 22 M 22 51 10 4 6 12 1 4 7 4 1 23 T 0 20 10 4 6 12 1 4 5 4 1 24 T 0 11 10 4 6 12 1 4 6 4 1 MIN: 7 10 12 1 5 ENTER THE CONTROLLER NUMBER (/ = STOP) 2390 2390 TIMING DATA FOR 2390 US 1 & NE 19 ST PAT OF NSG G Y EWW F G Y 1 T 35 55 1 4 7 18 1 4 2 T 66 55 1 4 7 18 1 4 3 T 32 55 1 4 7 18 1 4 4 M 35 55 1 4 7 18 1 4 5 M 35 55 1 4 7 18 1 4 8 T 74 55 1 4 7 18 1 4 9 T 54 80 1 4 7 18 1 4 10 T 58 75 1 4 7 18 1 4 11 T 35 55 1 4 7 18 1 4 12 T 74 55 1 4 7 16 1 4 13 M 54 80 1 4 7 18 1 4 16 T 53 75 1 4 7 18 1 4 17 T 58 75 1 4 7 18 1 4 18 T 45 80 1 4 7 18 1 4 19 T 0 30 1 4 7 18 1 4 20 M 58 95 1 4 7 18 1 4 (SEC: 3 TYPE: S Y (SEC: 3 TYPE: S Y SA) M CYC 90AVG M2 0/3 90PRE AM M2 0/ 94POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 90EARLY NITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 67DAWN M2 14/2 130TEST (NOON M 90NITE M2 8/3 100MCARTHUR BLO 6 67LATE NIGHT 1 7 59RECALL TEST SA) M CYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 90EARLY NITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEEK M2 0 6 65DAWN M2 14/2 130TEST (NOON M • • 21 T O 30 1 4 7 18 1 4 6 65NITE M2 8/3 22 M 65 65 1 4 7 18 1 4 100MCARTHUR BLO 23 T O 30 1 4 7 18 1 4 6 65LATE NIGHT 1 24 T O 24 1 4 7 18 1 4 7 59RECALL TEST MIN: 20 18 1 ENTER THE CONTROLLER NUMBER (/ mm STOP) 4836 4836 TIMING DATA FOR 4836 US 1 & NE 21 ST (SEC: 3 TYPE: SA) PAT OF NSG G Y R XW F EWG Y R NSL Y S Y M CYC 1 T 32 32 1 4 1 7 15 14 4 2 7 3 8 90AVG M2 0/3 2 T 68 32 1 4 1 7 15 14 4 2 7 3 8 90PRE AM M2 0/ 3 T 30 30 1 4 1 7 15 16 4 2 7 3 8 90POST PM M2 0 4 M 0 32 1 4 1 7 15 14 4 2 7 3 8 90MIAMI ARENA 5 M 0 30 1 4 1 7 15 10 4 2 5 3 6 82MIAMI ARENA 8 T 82 30 1 4 1 7 15 16 4 2 7 3 8 90AM PEAK M2 O 9 T 44 47 1 4 1 7 15 21 4 2 10 3 8 115PRE PM PEAK 10 T 76 45 1 4 1 7 15 18 4 2 10 3 8 110AFT M1 0/3 11 T O 30 1 4 1 7 15 10 4 2 5 3 6 B2EARLY KITE M 12 T 82 30 1 4 1 7 15 16 4 2 7 3 8 90AM PEAK M1 13 M 44 47 1 4 1 7 15 21 4 2 10 3 8 115PRE PM PEAK 16 T 81 45 1 4 1 7 15 18 4 2 10 3 8 110MID MORN M2 17 T 76 45 1 4 1 7 15 18 4 2 10 3 8 110NOON M2 0/3 18 T 74 47 1 4 1 7 15 21 4 2 10 3 8 115PM PEAK M2 0 19 T O 30 1 4 1 7 15 10 4 2 5 3 6 82DAWN M2 14/2 20 M 68 65 1 4 1 7 15 18 4 2 10 3 8 130TEST (NOON M 21 T O 30 1 4 1 7 15 10 4 2 5 3 6 82NITE M2 8/3 22 M 60 38 1 4 1 7 15 18 4 2 7 3 8 100MCARTHUR BLO 23 T O 30 1 4 1 7 15 10 4 2 5. 3 6 82LATE NIGHT 1 24 T O 20 1 4 1 7 15 10 4 2 6 3 7 73RECALL TEST MIN: 16 15 10 5 ENTER THE CONTROLLER NUMBER (/ = STOP) 3596 3596 TIMING DATA FOR 3596 US 1 & NE 22 ST (SEC: 3 TYPE: SA) PAT OF NSG G Y EWP Y S Y M CYC 1 T 30 66 1 4 15 4 90AVG M2 0/3 2 T 29 65 1 4 16 4 90PRE AM M2 0/ 3 T 28 63 1 4 18 4 90POST PM M2 0 4 M 30 66 1 4 15 4 90MIAMI ARENA 5 M 30 66 1 4 15 4 90MIAMI ARENA 8 T 66 61 1 4 20 4 90AM PEAK M2 0 9 T102 90 1 4 16 4 115PRE PM PEAK 10 T 48 85 1 4 16 4 11OAFT M1 0/3 11 T 30 66 1 4 15 4 90EARLY KITE M 12 T 48 61 1 4 20 4 90AM PEAK M1 13 M102 90 1 4 16 4 115PRE PM PEAK 16 T 39 85 1 4 16 4 110MID MORN M2 17 T 48 85 1 4 16 4 110NOON M2 0/3 18 T 38 90 1 4 16 4 115PM PEAK M2 0 19 T O 30 1 4 15 4 6 54DAWN M2 14/2 20 M 16 98 8 4 16 4 130TEST (NOON M 21 T O 30 1 4 15 4 6 54NITE M2 8/3 22 M 60 73 1 4 18 4 100MCARTHUR ELO 23 T O 30 1 4 15 4 6 S4LATE NIGHT 1 24 T 0 24 1 4 15 4 7 48RECALL TEST MIN: 20 15 ENTER THE CONTROLLER NUMBER (/ W STOP) 3597 3597 TIMING DATA FOR 3597 US 1 & NE 26 ST (SEC: 3 TYPE: SA) PAT OF NSG G Y EWP Y S Y M CYC 1 T 70 66 1 4 15 4 90AVG M2 0/3 2 T 16 55 1 4 26 4 90PRE AM M2 0/ • • 3 T 77 63 1 4 18 4 4 M 70 66 1 4 15 4 5 M 70 66 1 4 15 4 8 T 23 61 1 4 20 4 9 T102 93 1 4 13 4 10 T102 88 1 4 13 4 11 T 70 66 1 4 15 4 12 T 23 61 1 4 20 4 13 M102 93 1 4 13 4 16 T103 88 1 4 13 4 17 T102 88 1 4 13 4 18 T102 93 1 4 13 4 19 T 0 30 1 4 12 4 20 M102 98 11 4 13 4 21 T 0 30 1 4 12 4 22 M 13 73 1 4 18 4 23 T 0 30 1 4 12 4 24 T 0 24 1 4 12 4 MIN: 20 12 ENTER THE CONTROLLER NUMBER (/ STOP) 2417 2417 TIMING DATA FOR 2417 US 1 & NE 29 ST PAT OF NSG G Y R EWP Y R 1 T 75 61 1 4 1 18 4 1 2 T 70 63 1 4 1 16 4 1 3 T 76 61 1 4 1 18 4 1 4 M 75 61 1 4 1 18 4 1 5 M 75 61 1 4 1 18 4 1 8 T 2 59 1 4 1 20 4 1 9 T101 90 1 4 1 14 4 1 10 T103 82 1 4 1 17 4 1 11 T 75 61 1 4 1 18 4 1 12 T 86 59 1 4 1 20 4 1 13 M101 90 1 4 1 14 4 1 16 T 98 84 1 4 1 15 4 1 17 T103 82 1 4 1 17 4 1 18 T101 90 1 4 1 14 4 1 19 T 0 30 1 4 1 14 4 1 20 M103 99 4 4 1 17 4 1 21 T 0 30 1 4 1 14 4 1 22 M 13 71 1 4 1 18 4 1 23 T 0 30 1 4 1 14 4 1 24 T 0 24 1 4 1 14 4 1 MIN: 20 14 ENTER THE CONTROLLER NUMBER (/ = STOP) (SEC: 3 TYPE: S Y Enter command (CAPITAL LETTERS, MM = Main Menu) MM BYE CCG CRS CTD ISR SPD SPS SSR STD TSO DADE COUNTY TRAFFIC CONTROL SYSTEM - MAIN MENU - LOG -OFF COMMAND (E) - CONTROLLER CYCLE GRAPH - CONTRACTOR REPAIRS - CONTROLLER TIMING DATA - INTERSECTION STATUS REPORT (I) SECTION PATTERN DATA - SECTION PATTERN SCHEDULE - SECTION STATUS REPORT - SECTION TIMING DATA - TRAFFIC SYSTEM OVERVIEW (T) 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 90EARLY NITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 51DAWN M2 14/2 130TEST (NOON M 6 51NITE M2 8/3 100MCARTHUR BLO 6 51LATE NIGHT 1 7 45RECALL TEST SA) M CYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 90EARLY NITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 55DAWN M2 14/2 130TEST (NOON M 6 55NITE M2 8/3 100MCARTHUR BLO 6 55LATE NIGHT 1 7 49RECALL TEST • • • STD ENTER SECTION #, PATTERN # (/ = STOP) / Enter command (CAPITAL LETTERS, MM = Main Menu) MM BYE CCG CRS CTD ISR SPD SPS SSR STD TSO DADE COUNTY TRAFFIC CONTROL SYSTEM - MAIN MENU - LOG -OFF COMMAND (B) - CONTROLLER CYCLE GRAPH - CONTRACTOR REPAIRS - CONTROLLER TIMING DATA - INTERSECTION STATUS REPORT (I) - SECTION PATTERN DATA -- SECTION PATTERN SCHEDULE - SECTION STATUS REPORT - SECTION TIMING DATA - TRAFFIC SYSTEM OVERVIEW (T) CTD ENTER THE CONTROLLER NUMBER 3596 3596 TIMING DATA FOR 3596 US 1 & NE 22 ST PAT OF NSG G Y EWP Y 1 T 30 66 1 4 15 4 2 T 29 65 1 4 16 4 3 T 28 63 1 4 18 4 4 M 30 66 1 4 15 4 5 M 30 66 1 4 15 4 8 T 66 61 1 4 20 4 9 T102 90 1 4 16 4 10 T 48 85 1 4 16 4 11 T 30 66 1 4 15 4 12 T 48 61 1 4 20 4 13 M102 90 1 4 16 4 16 T 39 85 1 4 16 4 17 T 48 85 1 4 16 4 18 T 38 90 1 4 16 4 19 T 0 30 1 4 15 4 20 M 16 98 8 4 16 4 21 T 0 30 1 4 15 4 22 M 60 73 1 4 18 4 23 T 0 30 1 4 15 4 24 T 0 24 1 4 15 4 MIN: 20 15 ENTER THE CONTROLLER NUMBER (/ = STOP) / (/ = STOP) {SEC: 3 TYPE: S Y Enter command (CAPITAL LETTERS, MM = Main Menu) MM BYE - CCG - CRS - CTD - ISR - DADE COUNTY TRAFFIC CONTROL SYSTEM - MAIN MENU LOG -OFF COMMAND (B) CONTROLLER CYCLE GRAPH CONTRACTOR REPAIRS CONTROLLER TIMING DATA INTERSECTION STATUS REPORT (I) SA) M CYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 90EARLY NITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 54DAWN M2 14 / 2 130TEST (NOON M 6 54NITE M2 8/3 100MCARTHUR BLO 6 54LATE NIGHT 1 7 48RECALL TEST • • • SPD - SECTION PATTERN DATA SPS - SECTION PATTERN SCHEDULE SSR - SECTION STATUS REPORT STD - SECTION TIMING DATA TSO - TRAFFIC SYSTEM OVERVIEW (T) STD ENTER SECTION #, PATTERN # (/ = STOP) 3,8 SECTION 3 TIMING DATA FOR TOD PATTERN 8 90 AM PEAK M2 0/1 CN # OFF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 S Y M LOCATION 3598 53 61 1 4 20 4 US 1 & NE 33 2417 2 59 1 4 1 20 4 1 US 1& NE 29 2418 0 26 14 4 2 4 13 4 4 1 4 12 4 4 1 7 NE 2 AVE & 2 3597 23 61 1 4 20 4 US 1 & NE 26 3596 66 61 1 4 20 4 US 1 & NE 22 4836 82 30 1 4 1 7 15 16 4 2 7 3 8 US 1& NE 21 2390 74 55 1 4 7 18 1 4 US 1 & NE 19 4136 23 41 10 4 6 12 1 4 7 4 1 US 1& NE 17 4288 25 28 15 4 1 6 11 1 4 16 4 US 1 & NE 17 2381 42 35 6 4 1 7 3 7 11 1 4 1 7 3 US 1& NE 15 2367 31 55 6 4 1 7 12 1 4 US 1& NE 14 2362 62 49 1 4 1 20 4 1 7 3 US 1& NE 13 3695 70 40 1 4 1 14 25 4 1 11 US 1 & NE 11 2350 74 65 5 4 1 12 3 05 1 & NE 11 2342 76 53 1 4 1 7 18 1 4 1 US 1& NE 10 DO YOU WANT A PRINTOUT? (Y/N) N ENTER SECTION #, PATTERN # (/ = STOP) 3,18 SECTION 3 TIMING DATA FOR TOD PATTERN 18 115 PM PEAK M2 0/1 CN # OFF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 S Y M LOCATION 3598 38 93 1 4 13 4 2417 101 90 1 4 1 14 4 1 2418 0 31 14 4 2 4 13 8 4 1 4 12 12 4 1 3597 102 93 1 4 13 4 3596 38 94 1 4 16 4 4836 74 47 1 4 1 7 15 21 4 2 10 3 2390 45 80 1 4 7 18 1 4 4136 14 55 10 4 6 12 1 4 18 4 1 4288 0 53 15 4 1 6 11 1 4 16 4 2381 7 55 6 4 1 7 3 7 11 6 4 1 7 3 2367 7 65 6 4 1 7 12 16 4 2362 107 74 1 4 1 19 4 1 8 3 3645 82 53 1 4 1 14 37 4 1 2350 52 96 5 4 1 6 3 2342 75 68 1 4 1 7 18 11 4 1 DO YOU WANT A PRINTOUT? (Y/N) N ENTER SECTION #, PATTERN # (/ = STOP) / Enter command (CAPITAL LETTERS, MM = Main Menu) MM US 1 & NE 33 US 1 & NE 29 7 NE 2 AVE & 2 US 1 & NE 26 US 1 & NE 22 8 US 1 & NE 21 US 1 & NE 19 US 1 & NE 17 8 US 1 & NE 17 8 US 1 & NE 15 US 1 & NE 14 US 1 & NE 13 US 1 & NE 11 44 US 1 & NE 11 US 1 & NE 10 BYE CCG CRS CTD ISR SPD SPS SSR STD TSO SPD DADE COUNTY TRAFFIC CONTROL LOG -OFF COMMAND (B) - CONTROLLER CYCLE GRAPH - CONTRACTOR REPAIRS CONTROLLER TIMING DATA - INTERSECTION STATUS REPORT (I) --- SECTION PATTERN DATA -- SECTION PATTERN SCHEDULE - SECTION STATUS REPORT SECTION TIMING DATA - TRAFFIC SYSTEM OVERVIEW )T) ENTER THE SECTION NUMBER (/ = STOP) 3 3 TIMING PATTERNS # TYP CYC DESCRIPTION 1 T 90 AVG M2 0/3 2 T 90 PRE AM M2 0/3 3 T 90 POST PM M2 0/3 4 M 90 MIAMI ARENA OUT -DAY 5 M 90 MIAMI ARENA OUT-NITE 6 NOT USED 7 NOT USED 8 T 90 AM PEAK M2 0/1 9 T 115 PRE PM PEAK M2 0/1 10 T 110 AFT M1 0/3 11 T 90 EARLY NITE M2 1/3 12 T 90 AM PEAK M1 ENTER THE SECTION NUMBER (/ = STOP) SYSTEM - MAIN MENU FOR SECTION 3 # TYP CYC DESCRIPTION 13 M 115 PRE PM PEAK M1 19 NOT USED 15 NOT USED 16 T 110 MID MORN M2 0/3 17 T 110 NOON M2 0/3 18 T 115 PM PEAK M2 0/1 19 T 90 DAWN M2 14/2 20 M 130 TEST (NOON M2 0/3) 21 T 90 NITE M2 8/3 22 M 100 MCARTHUR BLOCKAGE M2 0/2 23 T 90 LATE NIGHT 14/6 24 T 80 RECALL TEST Enter command (CAPITAL LETTERS, MM = Main Menu) MM BYE CCG CRS CTD ISR SPD SPS SSR STD TSO DADE COUNTY TRAFFIC CONTROL - LOG -OFF COMMAND (B) - CONTROLLER CYCLE GRAPH - CONTRACTOR REPAIRS - CONTROLLER TIMING DATA - INTERSECTION STATUS REPORT (I) - SECTION PATTERN DATA - SECTION PATTERN SCHEDULE - SECTION STATUS REPORT - SECTION TIMING DATA - TRAFFIC SYSTEM OVERVIEW (T) SPS SPS DAY NUMBERS: SYSTEM - MAIN MENU • 1 2 3 4 5 6 7 8 9 10 11 12 13 ENTER SSR 4,3 - SUNDAY - MONDAY - TUESDAY - WEDNESDAY -- THURSDAY - FRIDAY -- SATURDAY - HOLIDAY - MONDAY - TUESDAY - WEDNESDAY -- THURSDAY - FRIDAY (NO SCHOOL) (NO SCHOOL) (NO SCHOOL) (NO SCHOOL) (NO SCHOOL) DAY #, SECTION # (/ = STOP) Enter command (CAPITAL LETTERS, MM = Main Menu) MM BYE CCG CRS CTD ISR SPD SPS SSR STD TSO DADE COUNTY TRAFFIC CONTROL SYSTEM - LOG -OFF COMMAND (B) - CONTROLLER CYCLE GRAPH - CONTRACTOR REPAIRS - CONTROLLER TIMING DATA - INTERSECTION STATUS REPORT (I) - SECTION PATTERN DATA - SECTION PATTERN SCHEDULE - SECTION STATUS REPORT SECTION TIMING DATA - TRAFFIC SYSTEM OVERVIEW (T) BYE TSX PORT 11 LOG -OFF IN PROGRESS ON 08-03-2003 PORT LOG -OFF COMPLETED OK ATH OK 2418 TIMING DATA FOR 2418 NE 2 AVE & 29 PAT OF NSG G Y R XW F WG Y R 10 T 0 40 1 4 2 7 16 20 4 1 12 T 0 38 1 4 2 7 16 12 4 1 13 M 0 39 1 4 2 7 16 18 4 1 MIN: 20 16 10 PAT OF NSW F Y R WW F G 1 T 0 9 14 4 2 4 13 2 T 0 14 14 4 2 4 13 3 T 0 21 14 4 2 4 13 4 M 0 22 14 4 2 4 13 5 M 0 22 14 4 2 4 13 6 M 0 20 14 4 2 4 13 7 M 0 20 14 4 2 4 13 8 T 0 26 14 4 2 4 13 9 T 0 31 14 4 2 4 13 11 T 0 9 14 4 2 4 13 1 4 16 T O 26 14 4 2 4 13 17 T 0 26 14 4 2 4 13 18 T O 31 14 4 2 4 13 Y 1 4 1 4 2 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 4 4 8 4 R 1 1 1 1 1 1 1 1 1 1 1 1 1 ST EG 1 1 1 EW 4 4 4 4 4 4 4 4 4 4 4 4 4 G G 1 22 1 8 1 16 8 F G 12 1 12 1 12 2 12 1 12 1 12 9 12 9 12 4 12 10 12 1 12 9 12 9 12 12 10 - MAIN MENU AT 08:10:51 (SEC: 3 TYPE: SA) Y R S Y M CYC 4 1 10 7 124AFT M1 0/3 4 1 10 7 100AM PEAK M1 4 1 10 7 115PRE PM PEAK Y R S Y M CYC 4 1 7 74AVG M2 0/3 4 1 7 79PRE AM M2 0/ 4 1 7 88P05T PM M2 0 4 1 7 90MIAMI ARENA 4 1 7 90MIAMI ARENA 4 1 7 96BEACH EGRESS 4 1 7 96BEACH INGRES 4 I 7 97AM PEAK M2 0 4 1 7 110PRE PM PEAK 4 1 7 74EARLY NITE M 4 1 7 102MID MORN M2 4 1 7 102NOON M2 0/3 4 1 7 114PM PEAK M2 0 • • 19 T 0 8 14 4 2 4 13 1 4 1 4 12 1 4 1 20 M 0 20 14 4 2 4 13 4 4 1 4 12 9 4 1 21 T 0 9 14 4 2 4 13 1 4 1 4 12 1 4 1 22 M 0 20 14 4 2 4 13 6 4 1 4 12 1 4 1 2 3 T 0 8 14 4 2 4 13 1 4 1 4 12 1 4 1 24 T 0 24 1 4 2 7 12 10 4 1 1 1 8 4 1 MIN: 7 14 13 1 12 1 6 73DAWN M2 14/2 7 96TEST (NOON M 7 74NITE M2 8/3 7 90MCARTHUR BLO 6 73LATE NIGHT 1 7 80RECALL TEST 2098 TIMING DATA FOR 2098 NE 36 ST,FED HWY,2 AVE (SEC: 268 TYPE: SA) PAT OF EWW F Y R CG Y R NSW F G Y R EL Y S Y M CYC 1 T 40 23 13 4 3 13 4 3 4 7 12 4 1 6 3 100AVG 0/2 2 T 31 23 13 4 3 13 4 3 4 7 12 4 1 6 3 100PRE AM 0/2 3 T 7 21 13 4 3 18 4 3 4 7 9 4 1 6 3 100POST PM 0/2 4 T 13 29 13 4 3 11 4 3 4 7 33 4 1 6 3 125PM PEAK 0/2 9 T 13 29 13 4 3 11 4 3 4 7 33 4 1 6 3 125PM PEAK 0/2 11 T 40 23 13 4 3 11 4 3 4 7 14 4 1 6 3 100EARLY NITE 0 16 T 33 43 13 4 3 12 4 3 4 7 13 4 1 6 3 120MID MOR 0/2 17 T 18 40 13 4 3 11 4 3 4 7 17 4 1 6 3 120NOON 0/2 19 T 40 23 13 4 3 11 4 3 4 7 14 4 1 6 3 100DAWN 1/2 23 T 0 8 13 4 3 10 4 3 4 7 1 4 1 6 3 7 71LATE NITE 1/ 24 T 0 9 13 4 3 10 4 3 4 7 1 4 1 6 3 7 72RECALL TEST MIN: 5 13 10 7 1 5 3597 TIMING DATA FOR 3597 US 1 & NE 26 ST PAT OF NSG G Y EWP Y 1 T 70 66 I 4 15 4 2 T 16 55 1 4 26 4 3 T 77 63 1 4 18 4 4 M 70 66 1 4 15 4 5 M 70 66 1 4 15 4 6 M102 98 11 4 13 4 7 M102 98 11 4 13 4 8 T 23 61 1 4 20 4 9 T102 93 1 4 13 4 10 T102 88 1 4 13 4 11 T 70 66 1 4 15 4 12 T 23 61 1 4 20 4 13 M102 93 1 4 13 4 16 T103 88 1 4 13 4 17 T102 88 1 4 13 4 18 T102 93 1 4 13 4 19 T 0 30 1 4 12 4 20 M102 98 11 4 13 4 21 T 0 30 1 4 12 4 22 M 13 73 1 4 18 4 23 T O 30 1 4 12 4 24 T 0 24 1 4 12 4 MIN: 20 12 2417 TIMING DATA FOR 2417 US 1 & NE 29 ST PAT OF NSG G Y R EWP Y R 1 T 75 61 1 4 1 18 4 1 2 T 70 63 1 4 1 16 4 1 3 T 76 61 1 4 1 18 4 1 4 M 75 61 1 4 1 18 4 1 5 M 75 61 1 4 1 18 4 1 6 M103 99 4 4 1 17 4 1 7 M103 99 4 4 1 17 4 1 8 T 2 59 1 4 1 20 4 1 9 T101 90 1 4 1 14 4 1 10 T103 82 1 4 1 17 4 1 11 (SEC: 3 TYPE: SA) S Y M CYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 130BEACH EGRESS 130BEACH INGRES 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 90EARLY NITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 51DAWN M2 14/2 130TEST (NOON M 6 51NITE M2 8/3. 100MCARTHUR BLO 6 51LATE NIGHT 1 7 45RECALL TEST (SEC: 3 TYPE: SA) S Y M CYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 130BEACH EGRESS 130BEACH INGRES 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 • • • 11 T 75 61 1 4 1 18 4 12 T 86 59 1 4 1 20 4 13 M101 90 1 4 1 14 4 16 T 98 84 1 4 1 15 4 17 T103 82 1 4 1 17 4 18 T101 90 1 4 1 14 4 19 T 0 30 1 4 1 14 4 20 M103 99 4 4 1 17 4 21 T 0 30 1 4 1 14 4 22 M 13 71 1 4 1 18 4 23 T 0 30 1 4 1 14 4 24 T 0 24 1 4 1 14 4 MIN: 20 14 3598 TIMING DATA FOR PAT OF NSG G 1 T 30 67 1 2 T 40 66 1 3 T 32 52 5 4 M 30 67 1 5M30 67 1 6 M 49 98 11 7 M 49 98 11 8 T 53 61 1 9 T 45 93 1 10 T 49 88 1 11 T 30 67 1 12 T 59 61 1 13 M 45 93 1 16 T 46 88 1 17 T 49 88 1 18 T 38 93 1 19 T 0 30 20 M 49 98 21 T 0 30 22 M 61 73 23 T 0 30 24 T 0 24 MIN: 20 1 11 1 1 1 1 Y 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3598 EWP 14 15 25 14 14 13 13 20 13 13 14 20 13 13 13 13 12 13 12 18 12 12 12 1 1 1 1 1 1 1 1 1 1 1 1 US 1 & NE 33 ST Y 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2097 TIMING DATA FOR 2097 US 1 PAT OF NSG G Y R WW F 1 T 91 34 1 4 1 4 13 2 T 91 34 1 4 1 4 13 3 T 57 38 1 4 1 4 13 4 T 84 51 1 4 1 4 13 9 T 84 51 1 4 1 4 13 11 T 91 34 1 4 1 4 13 16 T 65 51 1 4 1 4 13 17 T 90 51 1 4 1 4 13 19 T 91 34 1 4 1 4 13 23 T 0 34 1 4 1 4 13 24 T 0 34 1 4 1 4 13 MIN: 30 13 2099 TIMING DATA FOR 2099 US 1 PAT OF NSG G Y R WW F 1 T 87 51 1 4 1 7 15 2 T 87 51 1 4 1 7 15 3 T 53 51 1 4 1 7 15 4 T 77 51 1 4 1 7 15 & NE G 1 1 1 1 1 1 8 1 1 1 1 1 36 ST Y R EW 4 1 4 4 1 4 4 1 4 4 1 4 4 1 4 4 1 4 4 1 4 4 1 4 4 1 4 4 1 4 4 1 4 & NE 38 ST G Y SJ Y 1 4 13 3 1 4 13 3 11 4 13 3 8 4 30 3 F 12 12 12 12 12 12 12 12 12 12 12 12 G 1 1 14 11 14 1 14 12 1 1 1 1 12 (SEC: 3 TYPE: S Y (SEC: Y R 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 268 NSL 12 12 25 30 30 12 35 30 12 7 6 5 (SEC: 268 90EARLY MITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 55DAWN M2 14/2 130TEST (NOON M 6 55t4ITE M2 8/3 100MCARTHUR 13LO 6 55LATE NIGHT 1 7 49RECALL TEST SA) M CYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 130BEACH EGRESS 130BEACH INGRES 90AM PEAK M2 0 115PRE PM PEAK 110AFT MI 0/3 90EARLY NITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 115PM PEAK M2 0 6 51DAWN M2 14/2 130TEST (NOON M 6 51NITE M2 8/3 100MCARTHUR BLO 6 51LATE NIGHT 1 7 45RECALL TEST TYPE: SA) Y S Y M CYC 3 100AVG 0/2 3 100PRE AM 0/2 3 7 13OPOST PM 0/2 3 7 145PM PEAK 0/2 3 7 148PM PEAK 0/2 3 100F.ARLY NITE 0 3 7 160MID MOR 0/2 3 7 146NOON 0/2 3 100DAWN 1/2 3 7 95LATE NITE 1/ 3 7 94RECALL TEST TYPE: SA) S Y M CYC 100AVG 0/2 100PRE AM 0/2 7 110POST PM 0/2 7 124PM PEAK 0/2 • • 9 T 77 51 1 4 1 7 15 8 4 30 3 11 T 87 51 1 4 1 7 15 1 4 13 3 16 T 49 51 1 4 1 7 15 11 4 31 3 17 T 83 51 1 4 1 7 15 11 4 25 3 19 T 0 30 1 4 1 7 15 1 4 7 3 23 T 0 30 1 4 1 7 15 1 4 7 3 24 T 0 24 1 4 1 7 15 2 4 7 3 MIN: 20 15 1 7 # TYP CYC 1 T 90 2 T 90 3 T 90 4 M 90 5 M 90 6 M 130 7 M 130 8 T 90 9 T 115 10 T 110 11 T 90 12 T 90 TIMING PATTERNS FOR SECTION DESCRIPTION AVG M2 0/3 PRE AM M2 0/3 POST PM M2 0/3 MIAMI ARENA OUT -DAY MIAMI ARENA OUT-NITE BEACH EGRESS/VENITIAN CS BEACH INGRESS/VENITIAN C AM PEAK M2 0/1 PRE PM PEAK M2 0/1 AFT M1 0/3 EARLY NITE M2 1/3 AM PEAK M1 7 124PM PEAK 0/2 100EARLY NITE 0 7 128MID MOR 0/2 7 122NOON 0/2 6 73DAWN 1/2 6 73LATE NITE 1/ 7 6BRECALL TEST 3 # TYP CYC DESCRIPTION 13 M 115 PRE PM PEAK M1 14 NOT USED 15 NOT USED 16 T 110 MID MORN M2 0/3 17 T 110 NOON M2 0/3 18 T 115 PM PEAK M2 0/1 19 T 90 DAWN M2 14/2 20 M 130 TEST (NOON M2 0/3) 21 T 90 NITE M2 8/3 22 M 100 MCARTHUR BLOCKAGE M2 0/2 23 T 90 LATE NIGHT 14/6 24 T 80 RECALL TEST TIMING PATTERNS FOR SECTION 268 # TYP CYC DESCRIPTION 1 T 100 AVG 0/2 2 T 100 PRE AM O/2 3 T 100 POST PM 0/2 4 T 125 PM PEAK 0/2 5 NOT USED 6 NOT USED 7 NOT USED 8 NOT USED 9 T 125 PM PEAK 0/2 10 NOT USED 11 T 100 EARLY NITE 0/2 12 NOT USED DAY NUMBERS: 1 2 3 4 5 6 7 8 9 10 11 12 13 - SUNDAY - MONDAY - TUESDAY --- WEDNES➢AY - THURSDAY - FRIDAY - SATURDAY - HOLIDAY - MONDAY - TUESDAY - WEDNESDAY - THURSDAY - FRIDAY (NO (NO (NO (NO (NO SCHOOL) SCHOOL) SCHOOL) SCHOOL) SCHOOL) # TYP CYC DESCRIPTION 13 14 15 16 T 120 17 T 120 18 19 T 100 20 21 22 23 T 75 24 T 70 13 NOT USED NOT USED NOT USED MID MOR 0/2 NOON 0/2 NOT USED DAWN 1/2 NOT USED NOT USED NOT USED LATE NITE 1/4 RECALL TEST • • ENTER DAY #, SECTION # )/ T STOP) 4,3 4,3 TIME PATTERN CYCLE 0 11 90 15 21 90 115 23 90 500 19 90 545 1 90 615 2 90 745 12 90 845 16 110 1200 17 110 1345 10 110 1545 9 115 1630 18 115 1800 3 90 1900 1 90 2130 11 90 # TYP CYC 1 T 90 2 T 90 3 T 90 4 M 90 5 M 90 6 M 130 7 M 130 8 T 90 9 T 115 10 T 110 11 T 90 12 T 90 DESCRIPTION - SECTION EARLY NITE M2 1/3 NITE M2 8/3 LATE NIGHT 14/6 DAWN M2 14/2 AVG M2 0/3 PRE AM M2 0/3 AM PEAK M1 MID MORN M2 0/3 NOON M2 0/3 AFT M1 0/3 PRE PM PEAK M2 0/1 PM PEAK M2 0/1 POST PM M2 0/3 AVG M2 0/3 EARLY NITE M2 1/3 TIMING PATTERNS 3 PATTERN SCHEDULE FOR DAY # 4 FOR SECTION DESCRIPTION # TYP AVG M2 0/3 PRE AM M2 0/3 POST PM M2 0/3 MIAMI ARENA OUT -DAY MIAMI ARENA OUT-NITE BEACH EGRESS/VENITIAN CS BEACH INGRESS/VENITIAN C AM PEAK M2 0/1 PRE PM PEAK M2 0/1 AFT M1 0/3 EARLY NITE M2 1/3 AM PEAK M1 3 CYC DESCRIPTION 13 M 115 14 15 16 T 110 17 T 110 18 T 115 19 T 90 20 M 130 21 T 90 22 M 100 23 T 90 24 T 80 PRE PM PEAK M1 NOT USED NOT USED MID MORN M2 0/3 NOON M2 0/3 PM PEAK M2 0/1 DAWN M2 14/2 TEST (NOON M2 0/3) NITE M2 8/3 MCARTHUR BLOCKAGE M2 0/2 LATE NIGHT 14/6 RECALL TEST ENTER SECTION #, PATTERN # (/ = STOP) 3,12 SECTION 3 TIMING DATA FOR TOD PATTERN 12 90 AM PEAK M1 CN # OFF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 S Y M LOCATION 3598 59 61 1 4 20 4 2417 86 59 1 4 1 20 4 1 2418 0 38 1 4 2 7 16 12 4 1 3597 23 61 1 4 20 4 3596 48 61 1 4 20 4 4836 82 30 1 4 1 7 15 16 4 2 2390 74 55 1 4 7 18 1 4 4136 23 41 10 4 6 12 1 4 7 4 4288 25 28 15 4 1 6 11 1 4 16 2381 42 35 6 4 1 7 3 7 11 1 2367 36 50 6 4 1 7 12 6 4 2362 62 49 1 4 1 20 4 1 7 3 3645 70 40 1 4 1 14 25 4 1 2350 74 71 5 4 1 6 3 2342 82 43 1 4 1 7 18 11 4 1 1 1 8 4 1 7 3 1 4 4 1 7 3 14 US 1 & NE 33 US 1 & NE 29 10 7 NE 2 AVE & 2 US 1 & NE 26 US 1 & NE 22 8 US 1 & NE 21 US 1 & NE 19 US 1 & NE 17 8 US 1 & NE 17 8 US 1 & NE 15 US 1 & NE 14 US 1 & NE 13 11 US 1 & NE 11 24 US 1 & NE 11 US 1 & NE 10 • • • ENTER SECTION #, PATTERN # (/ = STOP) 3,18 SECTION 3 TIMING DATA FOR TOD PATTERN 18 115 PM PEAK M2 0/1 CN # OFF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 S Y M LOCATION 3598 38 93 1 4 13 4 2417 101 90 1 4 1 14 4 1 2418 0 31 14 4 2 4 13 8 4 1 4 12 12 4 1 3597 102 93 1 4 13 4 3596 38 90 1 4 16 4 4836 74 47 1 4 1 7 15 21 4 2 10 3 2390 45 80 1 4 7 18 1 4 4136 14 55 10 4 6 12 1 4 18 4 1 4288 0 53 15 4 1 6 11 1 4 16 4 2381 7 55 6 4 1 7 3 7 11 6 4 1 7 3 2367 7 65 6 4 1 7 12 16 4 2362 107 74 1 4 1 19 4 1 8 3 3645 82 53 1 4 1 14 37 4 1 2350 52 96 5 4 1 6 3 2342 75 68 1 4 1 7 18 11 4 1 TIMING # TYP CYC DESCRIPTION 1 T 2 T 3 T 4 T 5 6 7 8 9 T 10 11 T 12 100 AVG 0/2 100 PRE AM 0/2 100 POST PM 0/2 125 PM PEAK 0/2 NOT USED NOT USED NOT USED NOT USED 125 PM PEAK O/2 NOT USED 100 EARLY NITE 0/2 NOT USED DAY NUMBERS: 1 2 3 4 5 6 7 8 9 10 11 12 13 - SUNDAY - MONDAY TUESDAY - WEDNESDAY - THURSDAY - FRIDAY - SATURDAY -- HOLIDAY - MONDAY - TUESDAY - WEDNESDAY - THURSDAY - FRIDAY PATTERNS FOR SECTION 268 (NO SCHOOL) (NO SCHOOL) (NO SCHOOL) (NO SCHOOL) (NO SCHOOL) ENTER DAY #, SECTION # 4,268 4,268 TIME PATTERN CYCLE 0 11 100 115 23 75 500 19 100 (/ = STOP) DESCRIPTION - EARLY NITE 0/2 LATE NITE 1/4 DAWN 1/2 US 1 & NE 33 U5 1 & NE 29 7 NE 2 AVE & 2 US 1 & NE 26 US 1 & NE 22 8 US 1 & NE 21 US 1 & NE 19 US 1 & NE 17 8 US 1 & NE 17 8 US 1 & NE 15 US 1 & NE 14 US 1 & NE 13 US 1 & NE 11 44 US 1 & NE 11 US 1 & NE 10 # TYP CYC DESCRIPTION 13 14 15 16 17 18 19 20 21 22 23 24 NOT USED NOT USED NOT USED T 120 MID MOR 0/2 T 120 NOON 0/2 NOT USED T 100 DANN 1/2 NOT USED NOT USED NOT USE➢ T 75 LATE NITE 1/4 T 70 RECALL TEST SECTION 268 PATTERN SCHEDULE FOR DAY # 4 15 • • • 545 1 100 AVG 0/2 600 2 100 PRE Am 0/2 700 16 120 MID MOR 0/2 1200 17 120 NOON 0/2 1500 4 125 PM PEAK 0/2 1600 9 125 PM PEAK 0/2 1800 3 100 POST PM 0/2 1900 1 100 AVG 0/2 2130 11 100 EARLY NITE 0/2 ENTER SECTION #, PATTERN # (/ = STOP) 268,16 SECTION 268 TIMING DATA FOR TOD PATTERN 16 120 MID MOR 0/2 cN # OFF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 5 Y M LOCATION 2102 0 39 1 4 1 30 4 7 NE 2 AVE & 3 3298 0 25 10 4 I 7 10 5 4. 1 7 8 5 4 1 7 FED HWY, NE 2099 49 51 I 4 1 7 15 11 4 31 3 7 US 1 & NE 38 2097 65 51 1 4 1 4 13 8 4 1 4 12 14 4 1 35 3 7 US 1& NE 36 2098 33 43 13 4 3 12 4 3 4 7 13 4 1 6 3 NE 36 ST,FED ENTER SECTION #, PATTERN # (/ = STOP) 268,9 SECTION 268 TIMING ➢ATA FOR TOD PATTERN 9 125 PM PEAK 0/2 CN # OFF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 S Y M LOCATION 2102 0 39 1 4 1 30 4 7 NE 2 AVE & 3 3298 0 30 10 4 1 7 10 2 4 1 7 8 6 4 1 7 FED HWY, NE 2099 77 51 1 4 1 7 15 8 4 30 3 7 US 1& NE 38 2097 84 51 1 4 1 4 13 1 4 1 4 12 14 4 1 30 3 7 US 1& NE 36 2098 13 29 13 4 3 11 4 3 4 7 33 4 1 6 3 NE 36 ST,FED 16 TIMINGS.txt • • • 2392 2392 TIMING DATA PAT OF NSW 2 M 87 47 4 M 43 60 7 T 48 20 8 T 86 50 9 T 65 50 11 T 96 60 12 T 61 50 13 T 59 20 14 M 96 60 15 M 59 20 16 M 65 50 22 M 96 60 23 T 44 20 24 T 44 20 MIN: 7 FOR 2392 NE 2 AVE F Y EW F Y NL 5 4 9 5 4 13 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 4 9 5 4 10 5 7 5 5 & 20 ST Y 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ENTER THE CONTROLLER NUMBER (/ = STOP) 2393 2393 TIMING DATA FOR 2393 PAT OF NSW F Y EWW 1 T 48 45 11 4 18 2 M 42 52 11 4 11 3 T 27 42 11 4 21 4 T 19 20 11 4 13 5 T 48 45 11 4 18 B T 48 45 11 4 18 9 T 27 42 11 4 21 12 T 18 54 11 4 9 13 T 19 20 11 4 13 23 T 0 24 11 4 9 24 T 7 24 11 4 9 MIN: 7 11 7 ENTER THE CONTROLLER 2417 2417 TIMING DATA FOR 2417 US PAT OF NSG G Y R EWP 1 T 75 61 1 4 1 18 2 T 70 63 1 4 1 16 3 T 76 61 1 4 1 18 4 M 75 61 1 4 1 18 5 M 75 61 1 4 1 18 6 M103 99 4 4 1 17 7 M103 99 4 4 1 17 8 T 2 59 1 4 1 20 9 T101 90 1 4 1 14 10 T103 82 1 4 1 17 11 T 75 61 1 4 1 18 12 T 86 59 1 4 1 20 13 M101 90 1 4 1 14 16 T 98 84 1 4 1 15 17 T103 82 1 4 1 17 N MIAMI AVE & 20 ST F Y 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 4 8 NUMBER (/ = STOP) 1 & NE 29 ST Y R 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 Page 1 (SEC: 26 TYPE: S Y (SEC: 29 TYPE: S Y (SEC: 3 TYPE: S Y NA) M CYC 900 B PARADE I 1000 B PARADE 0 60PRE AM 1/1 90AM PEAK 1/1 90MID-DAY 1/1 100PM PEAK 1/1 90POST PM 2/0 60NITE & WKEND 100GRAN PRIX 1/ 7 60MIAMI ARENA 90MIAMI ARENA 100MCARTHUR CSW 6 60NIGHT 15/0 6 60RECALL TEST NA) M CYC 90AM PEAK 0/1 900 B PARADE 0 90MID-DAY 0/1 60EARLY MORN S 90AM PEAK SCH 90AM PEAK 0/1 90MID-DAY 0/1 90POST PM 0/1 60NITE & WKEND 6 60NIGHT 7/0 6 60RECALL TEST SA) M CYC 90AVG M2 0/3 90PRE AM M2 0/ 90POST PM M2 0 90MIAMI ARENA 90MIAMI ARENA 130BEACH EGRESS 130BEACH INGRES 90AM PEAK M2 0 115PRE PM PEAK 110AFT M1 0/3 90EARLY NITE M 90AM PEAK M1 115PRE PM PEAK 110MID MORN M2 110NOON M2 0/3 TIMINGS.txt • • • 18 T101 90 1 4 1 14 4 1 19 T 0 30 1 4 1 14 4 1 20 M103 99 4 4 1 17 4 1 21 T 0 30 1 4 1 14 4 1 22 M 13 71 1 4 1 18 4 1 23 T 0 30 1 4 1 14 4 1 24 T 0 24 1 4 1 14 4 1 MIN: 20 14 ENTER THE CONTROLLER NUMBER (/ = STOP) 2418 2418 TIMING DATA FOR 2418 NE 2 AVE & 29 ST PAT OF NSG G Y R XW F WG Y R EG G 10 T 0 40 1 4 2 7 16 20 4 1 1 1 12 T 0 38 1 4 2 7 16 12 4 1 1 1 13 M 0 39 1 4 2 7 16 18 4 1 1 1 MIN: 20 16 10 PAT OF NSW F Y R WW F G Y R EW F 1 T 0 9 14 4 2 4 13 1 4 1 4 12 2 T 0 14 14 4 2 4 13 1 4 1 4 12 3 T 0 21 14 4 2 4 13 2 4 1 4 12 4 M 0 22 14 4 2 4 13 4 4 1 4 12 5 M 0 22 14 4 2 4 13 4 4 1 4 12 6 M 0 20 14 4 2 4 13 4 4 1 4 12 7 M 0 20 14 4 2 4 13 4 4 1 4 12 8 T 0 26 14 4 2 4 13 4 4 1 4 12 9 T 0 31 14 4 2 4 13 6 4 1 4 12 11 T O 9 14 4 2 4 13 1 4 1 4 12 16 T 0 26 14 4 2 4 13 4 4 1 4 12 17 T 0 26 14 4 2 4 13 4 4 1 4 12 18 T 0 31 14 4 2 4 13 8 4 1 4 12 19 T 0 8 14 4 2 4 13 1 4 1 4 12 20 M 0 20 14 4 2 4 13 4 4 1 4 12 21 T 0 9 14 4 2 4 13 1 4 1 4 12 22 M 0 20 14 4 2 4 13 6 4 1 4 12 23 T 0 8 14 4 2 4 13 1 4 1 4 12 24 T 0 24 1 4 2 7 12 10 4 1 1 1 MIN: 7 14 13 1 12 ENTER THE CONTROLLER NUMBER (/ = STOP) 2419 2419 TIMING DATA FOR 2419 N MIAMI AVE & 29 ST PAT OF NSG G Y R XW F EWG Y R 2 T 47 48 1 4 1 7 15 24 4 1 3 M 47 48 1 4 1 7 15 24 4 1 8 T 72 36 1 4 1 7 15 21 4 1 9 T 72 36 1 4 1 7 15 21 4 1 11 M 29 47 1 4 1 7 15 25 4 1 12 T 72 36 1 4 1 7 15 21 4 1 24 T 0 24 1 4 1 7 15 14 4 1 MIN: 20 15 10 PAT OF NSW F Y R EWW F G Y R 1 T 72 45 13 4 1 7 10 5 4 1 4 T 72 19 13 4 1 7 10 1 4 1 5 T 72 45 13 4 1 7 10 5 4 1 6 T 47 41 13 4 1 7 10 24 4 1 Page 2 G 22 8 16 8 G 1 1 2 1 1 9 9 4 10 1 9 9 12 1 9 1 1 1 8 1 115PM PEAK M2 0 6 55➢AWN M2 14/2 130TEST (NOON M 6 55NITE M2 8/3 100MCARTHUR BLO 6 55LATE NIGHT 1 7 49RECALL TEST (SEC: 3 TYPE: SA) Y R S Y M CYC 4 1 10 7 124AFT M1 0/3 4 1 10 7 10OAM PEAK M1 4 1 10 7 115PRE PM PEAK Y R S Y M CYC 4 1 7 74AVG M2 0/3 4 1 7 79PRE AM M2 0/ 4 1 7 88POST PM M2 0 4 1 7 90MIAMI ARENA 4 1 7 90MIAMI ARENA 4 1 7 96BEACH EGRESS 4 1 7 96BEACH INGRES 4 1 7 97AM PEAK M2 0 4 1 7 110PRE PM PEAK 4 1 7 74EARLY NITE M 4 1 7 102MID MORN M2 4 1 7 102NOON M2 0/3 4 1 7 114PM PEAK M2 0 4 1 6 73DAWN M2 14/2 4 1 7 96TEST (NOON M 4 1 7 74NITE M2 8/3 4 1 7 90MCARTHUR BLO 4 1 6 73LATE NIGHT 1 4 1 7 80RECALL TEST (SEC: 129 TYPE: SA) S Y M CYC 10 1 105AM PEAK M2 M 10 1 105AM PEAK M1 10 1 90MID-DAY M1 0 10 1 90SCHOOL FLASK 10 1 105PM PEAK M1 10 1 90MID-DAY M1 0 10 7 71RECALL TEST S Y M CYC 2 90MID-DAY M1 0 7 60EVE 0/5 2 90AVG M2 0/1 2 105AM PEAK M1 M TIMINGS.txt • • 7 T 29 41 13 4 1 7 10 24 4 1 10 T 72 29 13 4 1 7 10 1 4 1 13 M 72 45 13 4 1 7 10 5 4 1 14 T 72 45 13 4 1 7 10 5 4 1 16 T 42 48 13 4 1 7 10 2 4 1 23 T 47 19 13 4 1 7 10 1 4 1 MIN: 7 13 10 1 ENTER THE CONTROLLER NUMBER (/ = STOP) Page 3 2 105PM PEAK M2 7 70AVG M2 0/6 2 90MID-DAY M1 0 2 90SCHOOL FLASH 2 90AM PEAK M2 7 60NIGHT 7/7 • 111 P OFFICE I d TLV AMERICA RFSTDPMTTAT,/ t REST,4 E RA VT NTS COAMERCIA.L 1114 RI-1 PARKING PARK INC. 4---"' 4 NE 2STH STREET R1-1 F t 3 0 as COUVERCTA.L IT*ivaR1-1 PARKING RI-1 le“ t VACCANT PARKING L:&R GROCERY NE 24TH STREET PARKING 1VACAN tT ITOUSF SCHEMATIC OF INTERSECTIONS 17 • • o PEAK SEASON ANALYSIS • • PEAK SEASON LINK LEVEL OF SERVICE WITH PROJECT Biscayne Boulevard Biscayne Boulevard was analyzed as a Class 3 Arterial. STREET FROM. TO LOS Biscayne Boulevard NE 19th Street NE 33rd Street AM=E PM=B ARTPLAN LOS CRITERIA PEAK HOUR LOS A MAXIMUM PEAK HOUR DIRECTIONALVOLUME (VPH) AM Peak Hour Directional Service Volume (VPH) 100 1840 2520 2600 2690 2,612 PM Peak Hour Directional Service Volume (VPH) 1350 2980 3060 3130 3230 2,685 Notes: 1.) AM Peak Hour Directional Service Volumes are taken from ARTPLAN analysis using a cycle length of 90 seconds and an average GIC of 0.67. 2.) PM Peak Hour Directional Service Volumes are taken from ARTPLAN analysis using a cycle length of 115 seconds and an average GIC of 0.80. 3.) Maximum peak hour directional volumes are calculated from year 2006 volumes presented in Table 22 of the report and escalated by 3% to account for peak season conditions. PEAK SEASON ANALYSIS GALLERY ART CONDOMINIUM June 3, 2004 Page PS-1 . NE 2nd Avenue • NE 2nd Avenue was classified as a Non -State Roadway, Major City/County Roadway. STREET FROM. TO LOS NE 2nd Avenue NE 20th Street NE 29th Street PM=D ARTPLAN LOS CRITERIA PEAK HOUR LOS A B E MAXIMUM PEAK HOUR DIRECTIONALVOLUME (VPH) PM Peak Hour Directional Service Volume (VPH) N/A N/A 1,041 1,506 1,599 1,379 Notes: 1.) PM Peak Hour Directional Service Volumes are taken from Table 4-7 of the FDOT Quality and Level of Service Handbook adjusted to reflect an average cycle length of 107 seconds and G/C of 0.57. 2.) Maximum peak hour directional volumes are calculated from data contained in the Downtown Miami DRI Increment II Transportation Analysis indicating that in July of 2000 the PM peak hour period volume on NE 2nd Avenue between NE 19th Street and NE 20th Street was 731 vph northbound and 512 vph southbound. Assuming a growth rate of 2% per year for 6 years, to which was added committed development and project traffic and the total then escalated by 3% to account for peak season conditions. PEAK SEASON ANALYSIS GALLERY ART CONDOMINIUM June 3, 2004 Page PS-2 0 NE 29th Street NE 29th Street was classified as a Non -State Roadway, Major City/County Roadway. • STREET FROM T NE 29th Street Miami Avenue Biscayne Boulevard AM=D PM=D ARTPLAN LOS CRITERIA PEAK HOUR LOS A B E MAXIMUM PEAK HOUR DIRECTIONALVOLUME (VPH) AM Peak Hour Directional Service Volume (VPH) N/A NIA 402 581 617 533 PM Peak Hour Directional Service Volume (VPH) N/A NIA 474 685 728 570 Notes: 1.) AM Peak Hour Directional Service Volumes are taken from Table 4-7 of the FDOT Quality and Level of Service Handbook adjusted to reflect an average cycle length of 98 seconds and G/C of 0.24. 2.) PM Peak Hour Directional Service Volumes are taken from Table 4-7 of the FDOT Quality and Level of Service Handbook adjusted to reflect an average cycle length of 111 seconds and G/C of 0.25. 3.) Maximum peak hour directional volumes are calculated from March of 2002, Florida International University (FIU) counts. (AM peak hour eastbound 301 vph and westbound 269 vph; PM peak hour eastbound volume 329 vph and westbound 287 vph). Assuming a growth rate of 2% per year for 4 years, to which was added committed development and project traffic and the total then escalated by 3% to account for peak season conditions. 0 PEAK SEASON ANALYSIS GALLERY ART CONDOMINIUM June 3, 2004 Page PS-3 0 NE 20th Street NE 20th Street was classified as a Non -State Roadway, Major City/County Roadway. • • STREET NE 20th Street FROM Miami Avenue TO. NE 2nd Avenue OS PM=F ARTPLAN LOS CRITERIA PEAK HOUR LOS A B E MAXIMUM PEAK HOUR DIRECTIONALVOLUME (VPH) 1 PM Peak Hour Directional Service Volume (VPH) Notes: N/A NIA 163 258 275 924 1.) PM Peak Hour Directional Service Volumes are taken from Table 4-7 of the FDOT Quality and Level of Service Handbook adjusted to reflect an average cycle length of 95 seconds and GIC of 0.22. 2.) Maximum peak hour directional volumes are calculated from data contained in the Downtown Miami DRI Increment 11 Transportation Analysis indicating that in April of 2000 the PM peak hour period volume on this section of NE 20th Street was 600 vph eastbound and 491 vph westbound. Assuming a growth rate of 2% per year for 6 years, to which was added committed development and project traffic and the total then escalated by 3% to account for peak season conditions. PEAK SEASON ANALYSIS GALLERY ART CONDOMINIUM June 3, 2004 Page PS-4 • o • SUPPLEMENTARY INFORMATION • Subsequent to preparing the initial draft of the traffic report for the Gallery Art Condominium, a new study for the proposed Soho Condominium was undertaken. As a result, for that project, turning movement counts were obtained at the intersection of NE 22nd Street and Biscayne Boulevard, on Thursday, May 13, 2004 between 7:00 AM and 9:00 AM and between 4:00 PM and 6:00 PM. This traffic count data, adjusted to reflect peak hour volumes for Average Annual Weekday Traffic conditions is summarized in Table 8. Weekly Volume Factors Weekly volume factors to adjust raw count data to Average Annual Daily Traffic (AADT) volumes were obtained from FDOT records for the year 2002. Rather than using county -wide factors, Miami -Dade County North factors were used. These factors are shown in Table 1. TABLE 1 YEAR 2002 WEEKLY ADJUSTMENT FACTORS -WEEK ` BEGIN DATE END DATE ` -FACTO1 19 5/5/02 5/11/02 0.98 20 5/12/02 5/18/02 0.98 Source: Florida Department of Transportation, Transportation Statistics Office. The signalized intersection analysis, included at the end of this section, addresses the impacts of the proposed Gallery Art Condominium on the intersection of Biscayne Boulevard and NE 22nd Street. The level of service of the intersection of NE 22nd Street and Biscayne Boulevard in the year 2006 with the project is LOS "B" in the AM and PM peak hours. 0 GALLERY ART CONDOMINIUM SUPPLEMENTARY INFORMATION June 4, 2004 Page Sl-1 HCS2000: Signalized Intersections Release 4.1d • • • Analyst: J. AHLSTEDT Agency: Date: 6/4/04 Period: AM PEAK HOUR Project ID: GALLERY ART CONDOMINIUM E/W St: NE 22ND STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R Inter.: 3596 Area Type: All other areas Jurisd: CITY OF MIAMI/FDOT Year : FUTURE WITH PROJECT N/S St: BISCAYNE BOULEVARD SIGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R L T R 0 1 1 LT R 6 17 9 11.0 11.0 0 Southbound L T R 0 1 1 1 2 0 1 2 0 LT R L TR L TR 68 14 38 37 1241 37 26 1876 28 11.0 11.0 11.0 11.0 11.0 11.0 0 0 0 Duration 0.25 Phase Combination EB Left Thru Right Peds WE Left Thru Right Peds NE Right SE Right Green Yellow All Red 1 A A A Area Type: All other areas Signal Operations 2 3 4 NB Left Thru Right Peds A SE Left A Thru A Right Peds EB Right WE Right 20.0 62.0 4.0 4.0 0.0 0.0 Cycle Intersection Performance Summary 5 6 7 P 9 P Appr/ Lane Grp Lane Group Capacity P P P Length: 90.0 8 secs Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS Eastbound LT 360 R 337 Westbound 1621 1516 LT 273 1227 R 337 1516 Northbound L 80 115 TR 2319 3366 Southbound L 187 271 TR 2326 3377 0.16 0.22 28.4 C 28.3 C 0.05 0.22 27.6 C 0.45 0.22 31.5 C 30.5 C 0.17 0.22 28.5 C 0.73 0.69 52.5 D 0.59 0.69 8.4 A 10.2 E 0.36 0.69 11.2 B 0.86 0.69 15.1 B 14.9 B Intersection Delay = 14.2 (sec/veh) Intersection LOS = B GALLERY ART CONDOMINIUM SUPPLEMENTARY INFORMATION June 4, 2004 Page SI-2 HCS2000: Signalized Intersections Release 4.1d • • • Analyst: J. AHLSTEDT Agency: Date: 6/4/04 Period: PM PEAK HOUR Project ID: GALLERY ART CONDOMINIUM E/W St: NE 22ND STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 3596 Area Type: All other areas Jurisd: CITY OF MIAMI/FDOT Year : FUTURE WITH PROJECT N/S St: BISCAYNE BOULEVARD SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 1 1 LT R 21 26 32 11.0 11.0 0 0 1 1 LT R 77 21 38 11.0 11.0 0 1 2 0 L TR 14 1932 80 11.0 11.0 0 Southbound L T R 1 2 0 L TR 61 1558 19 11.0 11.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A NB Left P Thru A Thru P Right A Right P Peds Peds WB Left A SB Left P Thru A Thru P Right A Right P Peds Peds NB Right EB Right SB Right WB Right Green 16.0 91.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 115.0 secs Intersection PerfoLntance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LT 133 958 0.52 0.14 49.5 D 47.5 D R 211 1516 0.27 0.14 45.0 D Westbound LT 141 1010 0.94 0.14 107.7 F 90.2 F R 211 1516 0.24 0.14 44.7 D Northbound L 160 202 0.10 0.79 4.0 A TR 2664 3366 0.83 0.79 10.6 B 10.5 B Southbound L 65 82 1.17 0.79 176.6 F TR 2675 3380 0.63 0.79 6.1 A 13.5 B Intersection Delay = 16.2 (sec/veh) Intersection LOS = B GALLERY ART CONDOMINIUM SUPPLEMENTARY INFORMATION June 4, 2004 Page SI-3 • • • EXISTING AADT NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 22ND STREET & BISCAYNE BOULEVARD 35 725 29 4 12 9 21 1413 18 33 3 13 AM NE 22ND STREET & BISCAYNE BOULEVARD 14 1401 42 16 11 30 34 966 14 58 15 24 PM GROWTH FACTOR 1.04 FUTURE BACKGROUND AADT NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 22ND STREET & BISCAYNE 37 754 31 4 12 9 21 1470 18 35 3 13 AM NE 22ND STREET & BISCAYNE 14 1458 44 16 11 32 36 1005 14 60 15 24 PM COMMITTED DEVELOPMENT TRAFFIC NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 22ND STREET & BISCAYNE 0 483 4 0 0 0 5 399 0 27 0 25 AM NE 22ND STREET & BISCAYNE 0 468 30 0 0 0 25 549 0 14 0 14 PM FUTURE WITHOUT PROJECT NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 22ND STREET & BISCAYNE 37 1238 35 4 12 9 26 1870 18 62 3 38 AM NE 22ND STREET & BISCAYNE 14 1926 74 16 11 32 61 1554 14 74 15 38 PM PROJECT TRAFFIC NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 22ND STREET & BISCAYNE 0 3 2 2 5 0 0 6 10 6 11 0 AM NE 22ND STREET & BISCAYNE 0 6 6 5 15 0 0 4 5 3 6 0 PM FUTURE WITH PROJECT NB EB SB WB LT T RT LT T RT LT T RT LT T RT NE 22ND STREET & BISCAYNE 37 1241 37 6 17 9 26 1876 28 68 14 38 AM NE 22ND STREET & BISCAYNE 14 1932 80 21 26 32 61 1558 19 77 21 38 PM • NE 22ND STREET & BISCAYNE BOULEVARD 15 MINUTE HOURLY 05/13/04 SB WB NB EB NB+SB EB+WB TOTAL NB+SB EB+WB TOTAL PEDS RT T LT TOTAL PEGS RT T LT TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL 07:00 AM 0 2 253 0 255 0 3 0 8 11 0 1 123 2 126 0 1 1 1 3 361 14 395 07:15 AM 0 4 282 1 287 0 3 2 4 9 0 1 134 6 141 0 3 1 1 5 428 14 442 07:30 AM 0 3 360 3 366 0 2 1 8 11 0 3 152 0 155 0 1 0 0 1 521 12 533 07:45 AM 0 7 413 6 926 0 4 2 11 17 0 3 144 3 150 0 2 2 0 4 576 21 597 1906 61 1967 08:00 AM 0 3 349 3 355 0 5 0 13 18 0 6 182 5 193 0 4 2 1 7 546 25 573 2073 72 2145 08:15 AM 0 2 353 0 355 0 4 1 9 14 0 7 176 4 187 0 2 7 3 12 542 26 568 2187 84 2271 08:30 AM 0 7 364 4 375 0 0 1 8 9 0 5 187 13 205 0 1 0 0 1 580 10 590 2246 82 2328 08:45 AM 0 6 376 14 396 0 4 1 9 9 0 12 195 14 221 0 2 3 0 5 617 14 631 2287 75 2362 TOTALS 0 34 2750 31 2815 0 25 8 65 98 0 38 1293 47 1378 0 16 16 6 38 4193 136 4329 PK HR 0 18 1442 21 1481 0 13 3 34 50 0 30 740 36 B06 0 9 12 4 25 2287 75 2362 PERCENT 1% 97% 1% 100% 26% 6% 68% 100% 4% 92% 4% 100% 36% 48% 16% 100% PHP 0.64 0.96 0.38 0.93 0.65 0.75 0.65 0.69 0.63 0.95 0.64 0.91 0.56 0.43 0.33 0.52 NE 22ND STREET & BISCAYNE BOULEVARD 15 MINUTE HOURLY 05/13/04 SB WB NB EB NB+SB EB+WB TOTAL NB+SB EB+WB TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL PEDS RT T LT TOTAL 04:00 PM 0 5 246 5 256 0 7 1 7 15 0 8 314 3 325 0 4 3 4 11 581 26 607 04:15 PM 0 11 197 5 213 0 8 0 10 18 0 13 321 1 335 0 2 1 0 3 548 21 569 04:30 PM 0 3 237 2 242 0 2 0 5 7 0 8 336 4 348 0 6 2 2 10 590 17 607 04:45 PM 0 7 222 8 237 0 6 1 7 14 0 11 328 7 346 0 7 4 5 16 583 30 613 2302 94 2396 05:00 PM 0 5 298 7 260 0 6 2 8 16 0 11 393 3 407 0 14 1 1 16 667 32 699 2388 100 2488 05:15 PM 0 2 232 10 244 0 8 4 19 31 0 11 372 4 387 0 8 4 4 16 631 47 678 2471 126 2597 05:30 PM 0 3 263 11 277 0 6 6 16 28 0 13 326 3 342 0 4 3 5 12 619 40 659 2500 149 2649 05:45 PM 0 4 243 7 254 0 4 3 16 23 0 8 339 9 351 0 5 3 6 14 605 37 642 2522 156 2678 TOTALS 0 40 1888 55 1983 0 47 17 88 152 0 83 2729 29 2841 0 50 21 27 98 4824 250 5074 PK HR 0 14 986 35 1035 0 24 15 59 98 0 43 1430 14 1487 0 31 11 16 58 2522 156 2678 PERCENT 1% 95% 3% 100% 24% 15% 60% 100% 3% 96% 1% 100% 53% 19% 28% 100% PHF 0.70 0.94 0.80 0.93 0.75 0.63 0.78 0.79 0.83 0.91 0.88 0.91 0.55 0.69 0.67 0.91 • • NE 22ND STREET & BISCAYNE BOULEVARD COMMITTED DEVELOPMENT TRAFFIC AM PEAK HOUR NB S13 NS EB WB EW TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL PERFORMING ARTS 9 9 8 8 17 0 0 0 17 MIRAMAR CENTER 201 201 132 132 333 0 0 0 333 BISCAYNE VILLAGE 11 11 6 6 17 0 0 0 17 1800 CLUB 72 72 33 33 105 0 0 0 105 TUTTLE STREET 28 28 6 6 34 0 0 0 34 BISCAYNE BAY TOWERS 13 13 32 32 45 0 0 0 45 SKY RESIDENCES 45 45 99 99 144 0 0 0 144 BAY 25 2 2 13 13 15 0 0 0 15 PLATINUM CONDO 1 1 8 8 9 0 0 0 9 METROPOLIS 62 62 17 17 79 0 0 0 79 EDGEWATER TOWER 25 25 6 6 31 0 0 0 31 ONYX 3 3 16 16 19 0 0 0 19 22 BISCAYNE BAY 4 4 5 5 9 0 27 25 52 52 61 UPTOWN LOFTS 11 11 23 23 34 0 0 0 34 TOTAL 0 483 4 487 5 399 0 404 892 0 0 0 0 27 0 25 52 52 944 NE 22ND STREET & BISCAYNE BOULEVARD COMMIT" I'ED DEVELOPMENT TRAFFIC PM PEAK HOUR NB SE NS EB W13 EW TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL PERFORMING ARTS 9 9 8 8 17 0 0 0 17 MIRAMAR CENTER 132 132 201 201 333 0 0 0 333 BISCAYNE VILLAGE 6 6 11 I 17 0 0 0 17 1800 CLUB 65 65 72 72 137 0 0 0 137 TUTTLE STREET 6 6 28 28 34 0 0 0 34 BISCAYNE BAY TOWERS 32 32 13 13 45 0 0 0 45 SKY RESIDENCES 99 99 87 87 186 0 0 0 186 BAY 25 13 13 6 6 19 0 0 0 19 PLATINUM CONDO 7 7 4 4 11 0 0 0 11 METROPOLIS 55 55 73 73 128 0 0 0 128 EDGEWATER TOWER 13 13 25 25 38 0 0 0 38 ONYX 11 II 5 5 16 0 0 0 16 22 BISCAYNE BAY 30 30 25 25 55 0 14 14 28 28 83 UPTOWN LOFTS 20 20 15 15 35 0 0 0 35 TOTAL 0 468 30 498 25 549 0 574 1,072 0 0 0 0 14 0 14 28 28 1,100