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HomeMy WebLinkAboutTraffic Report Part II• • APPENDIX B Future Levels of Service Without Project HCS2000: Signalized Intersections Release 4.1d • Analyst: J AHLSTEDT Agency: Date: 1/10/2004 Period: AM PEAK HOUR Project ID: CHANTICLEER E/W St: FLAGLER No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 2197 Area Type: All other areas Jurisd: Year : FUTURE W/O PROJECT 11/S St: W 8 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound I Northbound L T R L T R I L T R 1 3 0 1 1 1 0 L TR 1 L TR 55 520 33 1289 283 27 10.0 12.0 110.0 12.0 0 1 0 LTR 57 128 11 12.0 0 0 1 0 Southbound L T R 1 1 0 L TR 42 173 156 10.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left A P Thru P Thru A P Right P Right A P Peds Peds WB Left P SB Left P Thru P Thru P Right P Right P Peds Peds NB Right EB Right SB Right WB Right Green 55.0 11.0 23.0 Yellow 4.0 3.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 LTR 690 1255 0.36 0.55 14.0 B 14.0 B Westbound L 566 1029 0.13 0.55 11.4 B TR 2740 4981 0.24 0.55 11.9 B 11.8 B Northbound L 252 1636 1.32 0.37 199.9 F TR 673 1819 0.56 0.37 26.1 C 107.6 F Southbound L 213 927 0.32 0.23 35.9 D TR 394 1711 0.92 0.23 66.9 E 62.0 E Intersection Delay = 54.5 (sec/veh) Intersection LOS = D Chanticleer Appendix B January 14, 2004 Page B-1 HCS2000: Signalized intersections Release 4.ld Analyst: J . AHLSTEDT Agency: Date: 1/10/2004 Period: PM PEAK HOUR Project ID: CHANTICLEER E/W St: FLAGLER Inter.: 2197 Area Type: All other areas Jurisd: Year : FUTURE W/O PROJECT N/S St: W 8 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R No. Lanes 0 1 0 LGConfig 1 LTR Volume 132 81 11 Lane Width I 12.0 RTOR Vol I 0 Southbound L T R 1 3 0 L TR 70 1228 51 10.0 12.0 0 1 1 0 L TR 238 293 29 10.0 12.0 0 1 1 0 L TR 67 240 189 10.0 12.0 0 Duration 0.25 Area Type: All Signal Phase Combination 1 2 3 4 KB Left P Thru P Right P Peds WB Left P Thru P Right P Peds NB Right SB Right Green 47.0 Yellow 4.0 All Red 0.0 other areas Operations 5 6 7 8 NB Left A P Thru A 3 Right A P Peds SB Left P Thru P Right P Peds EB Right WB Right 12.0 30.0 3.0 4.0 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 LTR 505 1075 0.31 0.47 18.1 B 18.1 B Westbound L 527 1121 0.16 0.47 15.8 13 TR 2350 5000 0.62 0.47 21.0 C 20.7 C Northbound L 268 1636 0.93 0.45 61.4 E TR 817 1815 0.45 0.45 19.3 B 36.4 Southbound L 281 936 0.28 0.30 29.2 C TR 516 1720 0.95 0.30 63.9 E 59,1 E Intersection Delay = 31.5 (sec/veh) Intersection LOS = C Chanticleer Appendix B January 14, 2004 Page B-2 HCS2000: Signalized Intersections Release 4.1d • • • Analyst: J. AHLSTEDT Agency: Date: 1/10/2004 Period: AM PEAK HOUR Project ID: CHANTICLEER E/W St: SW 1 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 2219 Area Type: All other areas Jurisd: Year : FUTURE W/O PROJECT N/S St: W 8 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 3 0 LTR 270 933 123 12.0 0 0 0 0 0 1 0 TR 324 51 12.0 0 1 1 0 L T 21 186 10.0 12.0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left Thru P Thru A Right P Right A Peds Peds WB Left 5B Left A Thru Thru A Right Right Peds Peds NB Right EB Right SB Right WB Right Green 56.0 36.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 LTR 2749 4909 0.53 0.56 14.5 S 14.5 B Westbound Northbound TR 652 1811 0.67 0.36 29.6 C 29.6 C Southbound L 171 474 0,18 0.36 22.4 C T 664 1845 0.34 0.36 23.7 C 23.5 C Intersection Delay = 18.6 (sec/veh) Intersection LOS = S Chanticleer Appendix B January 14, 2004 Page B-3 HCS2000: Signalized Intersections Release 4.1d • • Analyst: J. ARLSTE➢T Agency: Date: 1/10/2004 Period: PM PERK HOUR Project ID: CHANTICLEER E/W St: SW 1 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 2219 Area Type: All other areas Jurisd: Year : FUTURE W/O PROJECT N/S St: W 8 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 3 0 LTR 225 644 143 12.0 0 Southbound L T R 0 0 0 0 1 0 TR 378 57 12.0 0 1 1 0 L T 44 297 10.0 12.0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Lett Thru P Thru A Right. P Right A Peds Peds WB Left SB Left A Thru Thru A Right Right Peds Peds NB Right EB Right SB Right WB Right Green 40.0 52.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 LTR 1945 4862 0.58 0.40 24.6 C 24.6 C Westbound Northbound TR 940 1807 0.53 0.52 16.4 B 16.4 B Southbound L 326 626 0.17 0.52 12.8 B T 959 1845 0.34 0.52 14.2 B 14.0 B Intersection Delay = 20.6 (sec/veh) Intersection LOS = C Chanticleer Appendix B January 14, 2004 Page 8-4 HCS2000: Signalized Intersections Release 4.1d • • • Analyst: J. AHLSTEDT Agency: Date: 1/10/2004 Period: AM PEAK HOUR Project ID: CHANTICLEER E/W St: FLAGLER No. Lanes LGConflg Volume Lane Width RTOR Vol Inter.: 3487 Area Type: All other areas Jurisd: Year : FUTURE W/O PROJECT N/S St: W 6 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R 1 L T R L T R Southbound L T R 0 1 0 1 3 0 TR 1 L T 169 43 172 424 12.0 110.0 12.0 0 1 0 0 0 1 1 0 L TR 9 11 72 10.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru P Thru Right P Right Peds Peds WB Left P SB Left A Thru P Thru A Right Right A Peds Peds NB Right EB Right SB Right WB Right Green 68.0 24.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 TR 1213 1784 0.25 0.68 6.7 A 6.7 A Westbound L 637 937 0.17 0.68 6.3 A T 3424 5036 0.13 0.68 5.7 A 5.8 A Northbound Southbound L 393 TR 390 1636 0.02 0.24 29.1 C 1627 0.31 0.24 31.7 C 31.5 C Intersection Delay = 9.4 (sec/veh) Intersection LOS = A Chanticleer Appendix 8 January 14, 2004 Page B-5 8CS2000: Signalized Intersections Release 4.1d Analyst: J. AHLSTEDT Agency: Date: 1/10/2004 Period: PM PEAK HOUR Project ID: CHANTICLEER E/W St: FLAGLER No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 3487 Area Type: All other areas Jurisd: Year : FUTURE W/O PROJECT N/S St: W 6 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound I Northbound L T R L T R I L T R I 0 1 0 TR 107 82 12.0 0 Southbound L T R 1 3 0 j 0 0 0 L T I 143 1125 10.0 12.0 1 1 0 L TR 4 17 80 10.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru P Thru Right P Right Peds Peds WB Left P i SB Left A Thru P 1 Thru A Right i Right A Peds I Peds NB Right 1 EB Right SB Right 1 WB Right Green 68.0 24.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 TR 1189 1749 0.21 0.68 6.4 A 6.4 A Westbound L 683 1004 0.26 0.68 7.1 A T 3424 5036 0.35 0.68 7.0 A 7.0 A Northbound Southbound L 393 TR 386 1636 0.02 0.24 29.0 C 1608 0.37 0.24 32.3 C 32.2 C Intersection Delay = 9.1 (sec/vela) Intersection LOS = A Chanticleer Appendix B January 14, 2004 Page 8-6 HCS2000: Unsignalized Intersections Release 4.1d • • TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 1/11/2004 Analysis Time Period: AM PEAK HOUR Intersection: SW1SSW6A Jurisdiction: Units: U. S. Customary Analysis Year: FUTURE W/O PROJECT Project ID: CHANTICLEER East/West Street: SW 1 STREET North/South Street: SW 6 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 946 52 Peak -Hour Factor, PHF 0.95 0.83 Hourly Flow Rate, HFR 995 62 Percent Heavy Vehicles -- -- Median Type/Storage Undivided RT Channelized? No Lanes 2 1 Configuration T R Upstream Signal? Yes No Minor Street: Approach Movement Northbound Southbound 7 8 9 ( 10 11 12 L T R i L T R Volume 51 69 Peak Hour Factor, PHF 0.79 0.64 Hourly Flow Rate, HFR 64 107 Percent Heavy Vehicles 3 3 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage Lanes 1 1 Configuration L T Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 17 8 9 I 10 11 12 Lane Config I I L T v (vph) 64 107 C(m) (vph) 792 298 v/c 0.08 0.36 95% queue length 0.26 1.58 Control Delay 9.9 23.7 LOS A C Approach Delav 18.5 Approach LOS C Chanticleer Appendix B January 14, 2004 Page B-7 HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 1/11/2004 Analysis Time Period: PM PEAK HOUR Intersection: SW1SSW6A Jurisdiction: Units: U. S. Customary Analysis Year: FUTURE W/O PROJECT Project ID: CHANTICLEER East/West Street: SW 1 STREET North/South Street: SW 6 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 612 101 Peak -Hour Factor, PHF 0.93 0.72 Hourly Flow Rate, HFR 658 140 Percent Heavy Vehicles -- Median Type/Storage Undivided RT Channelized? No Lanes 2 1 Configuration T R Upstream Signal? Yes No Minor Street: Approach Movement Northbound Southbound 7 8 9 I 10 11 12 L T R 1 L T R Volume 116 124 Peak Hour Factor, PHF 0.75 0.83 Hourly Flow Rate, HFR 154 149 Percent Heavy Vehicles 3 3 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L T Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 f 7 8 9 I 10 11 12 Lane Config 1 1 L T' v (vph) 154 149 C(m) (vph) 887 398 v/c 0.17 0.37 95% queue length 0.63 1.70 Control Delay 9.9 19.4 LOS A C Approach ➢elay 14.6 Approach LOS B Chanticleer Appendix B January 14, 2004 Page 8-8 HCS2000: Urban Streets Release 4.1d • • • Jackson M. Ahlstedt JACKSON M. AHLSTEDT, P.E. 46 N.W. 94th Street Phone: (305) 754-8695 E-Mail: Fax: (305) 754-8695 PLANNING ANALYSIS Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: J. AHLSTEDT 1/10/2004 AM PEAK HOUR SW 1 STREET Analysis Year: FUTURE W/O PROJECT Project ID: CHANTICLEER Traffic Characteristics Annual average daily traffic, AADT 1607 Planning analysis hour factor, K 1.000 Directional distribution factor, D 1.000 Peak -hour factor, PHF • 0.925 Adjusted saturation flow rate 1900 Percent turns from exclusive lanes 0 Number of through lanes Free flow speed, FFS Urban class Section length Median Left -turn bays vpd pcphgpl Roadway Characteristics one direction, N 3 40 2 0.80 No No Signal Characteristics Signalized intersections Arrival type, AT Signal type (k = 0.5 for planning) Cycle length, C Effective green ratio, g/C 3 4 Actuated 100.0 0.560 Results Annual average daily traffic, AADT Two-way hourly volume Hourly directional volume Through -volume 15-min_ flow rate Running time v/c ratio Through capacity Progression factor, PF Uniform delay Filtering/metering factor, S Incremental delay Control delay Total travel speed, Sa Total urban street LOS mph miles sec 1607 vpd 1607 vph 1607 vph 1737 v 85.9 sec 0.68 2551 vph 0.663 15.6 sec 0.675 1.0 11.4 24.0 C sec sec/v mph Chanticleer Appendix B January 14, 2004 Page B-9 HCS2000: Urban Streets Release 4.1d • Jackson M. Ahlstedt JACKSON M. AHLSTEDT, P.E. 46 N.W. 94th Street Phone: (305) 754-8695 E-Mail: Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: CHANTICLEER Fax: (305) 754-8695 PLANNING ANALYSIS J. AHLSTEDT 1/10/2004 PM PEAK HOUR FLAGLER STREET FUTURE W/O PROJECT Traffic Characteristics Annual average daily traffic, AADT Planning analysis hour factor, K Directional distribution factor, 0 Peak -hour factor, PHA' Adjusted saturation flow rate Percent turns from exclusive lanes 0 1140 1.000 1.000 0.925 1900 vpd pcphgpl Roadway Characteristics Number of through lanes one direction, N 3 Free flow speed, Urban class Section length Median Left -turn bays FFS 35 3 0.80 No No Signal Characteristics Signalized intersections Arrival type, AT Signal type (k = 0.5 for planning) Cycle length, C Effective green ratio, g/C 5 4 Actuated 100.0 0.590 Results Annual average daily traffic, AADT Two-way hourly volume Hourly directional volume Through -volume 15-min. flow rate Running time v/c ratio Through capacity Progression factor, PF Uniform delay Filtering/metering factor, I Incremental delay Control delay Total travel speed, Sa Total urban street LOS mph miles sec 1140 vpd 1140 vph 1140 vph 1232 v 106.9 sec 0.46 2688 vph 0.599 11.5 sec 0.888 0.5 sec 7.4 sec/v 20.0 mph C Chanticleer Appendix B January 14, 2004 Page B-10 • APPENDIX C Future Levels of Service With Project HCS2000: Signalized Intersections Release 4.1d Analyst: J. AHLSTEDT Agency: Date: 1/10/2004 Period: AM PEAK HOUR Project ID: CHANTICLEER E/W St: FLAGLER No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 2197 Area Type: All other areas Jurisd: Year : FUTURE WITH PROJECT N/S St: W 8 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 1 0 LTR 57 143 11 12.0 0 1 3 0 L TR 55 520 33 10.0 12.0 0 1 1 0 TR 309 304 41 10.0 12.0 0 Southbound L T R 1 1 0 L TR 56 175 156 10.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P I NB Left A P Thru P Thru A P Right P j Right A P Peds Peds WB Left P f SB Left P Thru P Thru P Right P Right P Peds Peds NB Right j EB Right SB Right WB Right Green 55.0 11.0 23.0 Yellow 4.0 3.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 LTR 704 1280 0.37 0.55 14.2 B 14.2 B Westbound L 553 1006 0.13 0.55 11.4 B TR 2740 4981 0.24 0.55 11.9 B 11.8 B Northbound L 252 1636 1.41 0.37 237.5 F TR 670 1810 0.63 0.37 27.7 C 123.9 F Southbound L 195 848 0.46 0.23 40.8 D TR 394 1712 0.93 0.23 67.8 E 62.5 E Intersection Delay = 61.7 (sec/veh) Intersection LOS = E Chanticleer Appendix C January 14, 2004 Page C-1 HCS2000: Signalized Intersections Release 4.1d • • Analyst: J. AHLSTEDT Agency: Date: 1/10/2004 Period: PM PEAK HOUR Project ID: CHANTICLEER E/W St: FLAGLER No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R Inter.: 2197 Area Type: All other areas Jurisd: Year : FUTURE WITH PROJECT N/S St: W 8 AVENUE SIGNALIZED INTERSECTION SUMMARY 0 1 0 LTR 32 101 11 12.0 0 Westbound L T R Northbound L T R Southbound L T R 1 3 0 L TR 70 1228 51 10.0 12.0 0 1 1 0 L TR 257 314 50 10.0 12.0 0 1 1 0 L TR 88 241 189 10.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left A P Thru P Thru A P Right P Right A P Peds Peds WE Left P SB Left P Thru P Thru P Right 9 Right P Peels Peds NB Right EB Right SB Right WB Right Green 47.0 12.0 30.0 Yellow 4.0 3.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 LTR 527 1121 0.35 0.47 18.6 B 18.6 B Westbound L 507 1078 0.16 0.47 15.9 B TR 2350 5000 0.62 0.47 21.0 C 20.7 C Northbound L 268 1636 1.00 0.45 82.5 F TR 810 1800 0.51 0.45 20.2 C 44.6 D Southbound L 268 893 0.39 0.30 31.9 C TR 516 1720 0.96 0.30 64.3 E 58.7 E Intersection Delay = 33.6 (sec/veh) Intersection LOS = C Chanticleer Appendix C January 14, 2004 Page C-2 HCS2000: Signalized Intersections Release 4.1d Analyst: J. AHLSTEDT Agency: Date: 1/10/2004 Period: AM PEAK HOUR Project ID: CHANTICLEER E/W St: SW 1 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 2219 Area Type: All other areas Jurisd: Year : FUTURE WITH PROJECT N/S St: W 8 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 3 0 LTR 270 949 123 12.0 0 0 0 0 0 1 0 TR 379 53 12.0 0 1 1 0 L T 23 186 10.0 12.0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left Thru P Thru A Right P Right A Peds Peds WB Left SB Left A Thru Thru A Right Right Peds Peds NB Right EB Right SB Right WB Right Green 56.0 36.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 LTR 2750 4911 0.53 0.56 14.6 B 14.6 B Westbound Northbound TR 653 1815 0.77 0.36 33.8 C 33.8 C Southbound L 141 392 0.24 0.36 23.3 C T 664 1845 0.34 0.36 23.7 C 23.6 C Intersection Delay = 19.9 (sec/veh) Intersection LOS = B Chanticleer Appendix C January 14, 2004 Page C-3 HCS2000: Signalized Intersections Release 4.1d • • Analyst: J. AHLSTEDT Agency: Date: 1/10/2004 Period: PM PEAK HOUR Project ID: CHANTICLEER E/W St: SW 1 STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 2219 Area Type: All other areas Jurisd: Year : FUTURE WITHPROJECT N/S St: W 8 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 3 0 LTR 225 665 143 12.0 0 0 0 0 Southbound L T R 0 1 0 TR 439 58 12.0 0 1 1 0 L T 45 297 10.0 12.0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left Thru P Thru A Right P Right A Peds Peds WB Left SB Left A Thru Thru A Right Right Peds Peds NB Right EB Right SB Right WB Right Green 40.0 52.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 LTR 1946 4865 0.59 0.40 24.8 C 24.8 C Westbound Northbound TR 942 1811 0.60 0.52 17.8 B 17.8 B Southbound L 292 562 0.19 0.52 13.1 B T 959 1845 0.34 0.52 14.2 B 14.0 B Intersection Delay = 21.0 (sec/veh) Intersection LOS = C Chanticleer Appendix C January 14, 2004 Page C-4 HCS2000: Signalized Intersections Release 4.1d • • Analyst: J. AHLSTEDT Agency: Date: 1/10/2004 Period: AM PEAK HOUR Project ID: CHANTICLEER E/W St: FLAGLER No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 3487 Area Type: All other areas Jurisd: Year : FUTURE WITH PROJECT N/S St: W 6 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 1 0 TR 226 43. 12.0 0 1 3 0 L T 100 424 10.0 12.0 Southbound L T R 0 0 0 1 1 0 L TR 9 11 72 j 10.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Lett NB Left Thru P Thru Right 1' Right Peds Peds WB Left P SB Left A Thru P Thru A Right Right A Peds Peds NB Right EB Right SB Right WB Right Green 68.0 24.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 TR 1222 1797 0.31 0.68 7.2 A 7.2 A Westbound L 580 853 0.25 0.68 7.2 A T 3424 5036 0.13 0.68 5.7 A 6.1 A Northbound Southbound L 393 TR 390 1636 0.02 0.24 29.1 C 1627 0.31 0.24 31.7 C 31.5 C Intersection Delay = 9.4 (sec/veh) Intersection LOS = A Chanticleer Appendix C January 14, 2004 Page C-5 HCS2000: Signalized Intersections Release 4.1d • • • Analyst: J. AHLSTEDT Agency: Date: 1/10/2004 Period: PM PEAK HOUR Project ID: CHANTICLEER E/W St: FLAGLER No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 3487 Area Type: All other areas Jurisd: Year : FUTURE WITH PROJECT N/S St: W 6 AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 1 0 TR 107 164 12.0 0 1 3 0 L T 179 1125 10.0 12.0 Southbound L T R 0 0 0 1 1 0 L TR 4 17 80 10.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru P Thru Right P Right Peds Peds WE Left P SB Left A Thru P Thru A Right Right A Peds Peds NE Right EB Right SE Right WB Right Green 68.0 24.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 TR 1160 1706 0.30 0.68 7.1 A 7.1 A Westbound L 607 893 0.36 0.68 8.5 A T 3424 5036 0.35 0.68 7.0 A 7.3 A Northbound Southbound L 393 TR 386 1636 0.02 0.24 29.0 C 1608 0.37 0.24 32.3 C 32.2 C Intersection Delay = 9.2 (sec/veh) Intersection LOS = A Chanticleer Appendix C January 14, 2004 Page C-6 Analyst: Agency/Co.: Date Performed: Analysis Time Period: Intersection: Jurisdiction: Units: U. S. Customary Analysis Year: FUTURE WITH PROJECT Project ID: CHANTICLEER East/West Street: SW 1 STREET North/South Street: SW 6 AVENUE Intersection Orientation: EW HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY J. AHLSTEDT 1/11/2004 AM PEAK HOUR SWISSW6A Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Movement 1 2 3 L T R Westbound 4 5 6 L T R Volume Peak -Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Median Type/Storage RT Channelized? Lanes Configuration Upstream Signal? 952 0.95 1002 Undivided 52 0.83 62 No 2 1 T R Yes No Minor Street: Approach Movement Northbound 7 8 9 L T R Southbound 10 11 12 L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Flared Approach: Exists?/Storage Lanes Configuration 0 103 139 0.79 0.64 130 217 3 3 0 1 1 L T Approach Movement Lane Config Delay, EB 1 Queue Length, and Level of Service WB Northbound 4 I 7 8 9 Southbound 10 11 12 I L T v (vph) C(m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 130 217 801 299 0.16 0.73 0.58 5.25 10.4 43.3 S E 31.0 D Chanticleer Appendix C January 14, 2004 Page C-7 HCS2000: Unsignalized Intersections Release 4.Id • TWO-WAY STOP CONTROL SUMMARY Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 1/11/2004 Analysis Time Period: PM PEAK HOUR Intersection: SW1SSW6A Jurisdiction: Units: U. S. Customary Analysis Year: FUTURE WITH PROJECT Project ID: CHANTICLEER East/West Street: SW 1 STREET North/South Street: SW 6 AVENUE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 615 101 Peak -Hour Factor, PHF 0.93 0.72 Hourly Flow Rate, HFR 661 140 Percent Heavy Vehicles -- -- Median Type/Storage Undivided RT Channelized? No Lanes 2 1 Configuration T R Upstream Signal? Yes No Minor Street: Approach Movement Northbound Southbound 7 8 9 { 10 11 12 L T R ( L T R Volume 170 193 Peak Hour Factor, PHF 0.75 0.83 Hourly Flow Rate, HFR 226 232 Percent Heavy Vehicles 3 3 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / / Lanes 1 1 Configuration L T Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 l 7 8 9 1 10 11 12 Lane Config 1 I L T v (vph) 226 232 C(m) (vph) 909 404 v/c 0.25 0.57 95% queue length 0.98 3.48 Control Delay 10.3 25.3 LOS 5 D Approach Delay 17.9 Approach LOS C Chanticleer Appendix C January 14, 2004 Page C-8 HCS2000: Urban Streets Release 4.1d • • Jackson M. Ahlstedt JACKSON M. AHLSTEDT, P.E. 46 N.W. 94th Street Phone: (305) 754-8695 E-Mail: Fax: (305) 754-8695 PLANNING ANALYSIS Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 1/10/2004 Analysis Time Period: AM PEAK HOUR Urban Street: SW 1 STREET Direction of Travel: Jurisdiction: Analysis Year: FUTURE WITH PROJECT Project ID: CHANTICLEER Traffic Characteristics Annual average daily traffic, AADT 1659 vpd Planning analysis hour factor, K 1.000 Directional distribution factor, D 1.000 Peak -hour factor, PHF 0.925 Adjusted saturation flow rate 1900 pcphgpl Percent turns from exclusive lanes 0 Roadway Characteristics Number of through lanes one direction, N 3 Free flow speed, FFS 40 Urban class 2 Section length 0.80 Median No Left -turn bays No Signal Characteristics Signalized intersections 3 Arrival type, AT 4 Signal type (k = 0.5 for planning) Actuated Cycle length, C 100.0 Effective green ratio, g/C 0.560 Results mph miles sec Annual average daily traffic, AADT 1659 vpd Two-way hourly volume 1659 vph Hourly directional volume 1659 vph Through -volume 15-min. flow rate 1793 v Running time 85.9 sec v/c ratio 0.70 Through capacity 2551 vph Progression factor, PF 0.663 Uniform delay 16.0 sec Filtering/metering factor, I 0.646 Incremental delay 1.1 sec Control delay 11.6 sec/v Total travel speed, Sa 23.8 mph Total urban street LOS C Chanticleer Appendix C January 14, 2004 Page C-9 HCS2000: Urban Streets Release 4.1d Jackson M. Ahlstedt JACKSON M. AF!LSTE➢T, P.E. 46 N.W. 94th Street Phone: (305) 754-8695 E-Mail: Fax: (305) 754-8695 PLANNING ANALYSIS Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: J. AHLSTEDT 1/10/2004 PM PEAK HOUR FLAGLER STREET Analysis Year: FUTURE WITH PROJECT Project ID: CHANTICLEER Traffic Characteristics Annual average daily traffic, AADT Planning analysis hour factor, K Directional distribution factor, D Peak -hour factor, PHF Adjusted saturation flow rate Percent turns from exclusive lanes Number of through lanes Free flow speed, FFS Urban class Section length Median Left -turn bays 1176 vpd 1.000 1.000 0.925 1900 0 pcphgpl Roadway Characteristics one direction, 14 3 35 3 0.80 No No Signal Characteristics Signalized intersections Arrival type, AT Signal type (k = 0.5 for planning) Cycle length, C Effective green ratio, g/C 5 4 Actuated 100.0 0.590 Results Annual average daily traffic, AADT Two-way hourly volume Hourly directional volume Through -volume 15-min. flow rate Running time v/c ratio Through capacity Progression factor, PF Uniform delay Filtering/metering factor, I Incremental delay Control delay Total travel speed, Sa Total urban street LOS mph miles sec 1176 vpd 1176 vph 1176 vph 1271 v 106.9 sec 0.47 2688 vph 0.599 11.7 sec 0.878 0.5 7.5 19.9 C sec sec/v mph Chanticleer Appendix C January 14, 2004 Page C-10 HC52000: Signalized Intersections Release 4.1d • • Analyst: J. AHLSTEDT Inter.: 2197 Agency: Area Type: Ail other areas Date: 1/10/2004 Jurisd: Period: AM PEAK HOUR Year : FUTURE WITH PROJECT Project ID: CHANTICLEER - MODIFIED TIMING E/W St: FLAGLER N/S St: W 8 AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R 0 1 0 LTR 57 143 11 12.0 0 Southbound L T R 1 3 0 L TR 55 520 33 10.0 12.0 0 1 1 0 L TR 309 304 41 10.0 12.0 0 1 1 0 L TR 56 175 156 10.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left A P Thru P Thru A P Right P Right A P Peds Peds WB Left P SE Left P Thru P Thru P Right P Right P Peds Peds NB Right EB Right SB Right WB Right Green 36.0 15.0 38.0. Yellow 4.0 3.0 4.0 All Red 0.0 0.0 0.0 Cycle Length: 100.0 secs Intersection Performance 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 LTR 391 1085 0.67 0.36 35.8 D 35.8 D Westbound L 329 914 0.22 0.36 23.8 C TR 1793 4981 0.36 0.36 24.1 C 24.1 C Northbound L 481 1636 0.74 0.56 20.3 C TR 1014 1810 0.41 0.56 12.9 B 16.3 B Southbound L 339 891 0.27 0.38 23.3 C TR 651 1712 0.56 0.38 27.9 C 27.0 C Intersection Delay = 23.3 (sec/veh) Intersection LOS = C Chanticleer Appendix C January 14, 2004 Page C-11 • • APPENDIX D Corridor Analysis • • INTRODUCTION A level of service analysis was conducted using the techniques contained in the adopted Transportation Element of the Miami Comprehensive Neighborhood Plan 1989-2000. These techniques are contained in the City of Miami publication Transportation Corridors: Meeting the Challenge of Growth Management in Miami as revised September 1990. In performing the analysis, of the three possible scenarios available, Scenario 2 - maximum auto was used. The level of service analysis for the Chanticleer Project is documented in Tables 1 through 4. The proposed project is located in the Flagler Corridor. The Flagler Corridor was generally defined to include the area between NW 7th Street and SW 8th Street. Major roadways providing capacity to the corridor are: ▪ Flagler Street ■ SW 1st Street Major transit routes providing peak hour capacity to the corridor are: ▪ Metrobus Routes 6, 11, Flagler Max, and Little Havana Circulator EXISTING 2003 LEVEL OF SERVICE Table 1 presents an analysis of the existing 2004 corridor level of service. Roadway vehicular capacities (column 2) were based upon data contained in the Downtown Miami Development of Regional Impact Increment II dated March 2003 ("Downtown DRI"). Roadway vehicular volumes (column 4) were taken from Florida Department of Transportation (FOOT) District 6 published 2002 Average Annual Daily Traffic (AADT) data. This data was adjusted to 2004 by applying a growth factor of 3% per year. These AADT volumes were adjusted to reflect peak hour conditions by applying factors contained in the FDOT publication Florida's Level of Service Standards and Guidelines Manual for Planning, also known as the FDOT 1998 LOS Manual. Mass Transit person trip capacities (columns 8, 9 and 10)were taken from the "Downtown DRI". Transit volumes (column 12) were taken from "Downtown DRI"and escalated by 3% per Chanticleer PAGE D-1 January 14, 2004 • • year. As can be seen from Table 1, the existing Flagler Corridor currently operates at Level of Service "A". Chanticleer January 14, 2004 PAGE D-2 TABLE 1 - EXISTING.2004 LEVEL OF SERVICE ANALYSIS ROADWAY MODE MASS TRANSIT MODE CORRIDOR TOTALS CORRIDOR NAME 2004 ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY 1 BUS MOVER RAIL TRAN TOTAL TOTAL TRANSIT CORRIDOR CORRIDOR CORRIDOR CORRIDOR Principal Roadway(s) CORR VEHICULAR PER. TRIP VEHICULAR PER. TRIP EXCESS PERSON 1 PER. TRIP PER. TRIP PER. TRIP TRANSIT TRANSIT PERSON PERSON PERSON PERSON PERSON TYPE CAPACITY CAPACITY VOLUME VOLUME PER. TRIP TRIP 1 CAPACITY CAPACITY CAPACITY CAPACITY PERSON TRIP TRIP TRIP TRIP TRIP @PPV= QPPV= CAPACITY VIC LOS g LOAD = LOAD =s LOAD = stsi LOAD = TRIP EXCESS S CAPACITY VOLUME EXCESS VIC LOS 1.6 1.4 1 DESIGN DESIGN DESIGN DESIGN VOLUME CAPACITY CAPACITY ( (Notes) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) FLAGLER CORRIDOR LS 1 Flagler Street (1034) 3,070 4,912 1,201 1,881 3,231 0.34 A [ 0 0 4 912 1 681 3,231 0.34 SW let Street (1033) 2,040 3,264 1,464 2,050 1,214 0.63 B 0 0 3,284 2 050 1 214 0.63 A B MetroBus 6 156 156 9 147 156 9 147 0.06 A MetroBus 11 � 570 570 558 12 570 558 12 0.98 Flagler Max 260 260 148 112 250 148 112 0.57 A Little Havana Circulator 156 156 78 78 158 78 78 0.50 A TOTAL 5,110 8,176 2,665 3,730 4,446 0.46 A 1 1,142 6 0 1,142 793 349 9,318 4,523 4,795 0.49 A TOTAL 5,110 8,178 2,665 3,730 4,446 0.46 A 1,142 0 0 1,142 793 349 9,318 4,523 4,795 0.49 A LOS TABLE AUTO PERSON TRIPS 3,730 82.47% 0.00 A TRANSIT PERSON TRIPS 793 17.53% 0.60 A TOTAL PERSON TRIPS 4,523 100.00% 0.81 B 0.70E 0.71 C 0.80 C 0,81 D 0,90 D 0.91 E 1.00 E 1.01 F CHANTICLEER January 14, 2004 PAGE D-3 • • • YEAR 2006 LEVEL OF SERVICE WITHOUT THE PROJECT Table 2 presents an analysis of the future year 2006 corridor level of service without the project. Roadway vehicular volumes and mass transit volumes was taken from Table 1 (2004) and adjusted to the year 2006 by applying a growth factor of 3% per year and adding committed development traffic, The committed developments included the following: • Neo Lofts Brisas Del Mar The Citadell 1 & II A total of 261 PM peak hour vehicle trips associated with these committed developments were included in the analysis. Additional transit associated with committed developments were estimated using 5% transit ridership. These accounted for 19 PM peak hour transit trips. As can be seen from Table 2, it is estimated that the Flagler Corridor will operate at Level of Service "A" in the year 2006 without the project. Chanticleer PAGE D-4 January 14, 2004 • • PROJECT TRAFFIC Table 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) 565 (note that this is the new zone system). The cardinal distribution of the traffic within TAZ 565 was obtained from Miami -Dade County. The distribution is as follows: North -Northeast 12.66% East -Northeast 17.74% East -Southeast 8.03% South -Southeast 3.38% South -Southwest 6.37% West -Southwest 17.54% West -Northwest 16.44% North -Northwest 17.83% Using this trip distribution, the project trip assignment was determined. This is shown in Figure 1. Project transit ridership was estimated based upon the assumption that 5% of project person trips would be by mass transit. Chanticleer PAGE D-6 January 14, 20Q4 TABLE 2 - 2006 LEVEL OF SERVICE ANALYSIS WITHOUT PROJECT ROADWAY MODE MASS TRANSIT MODE CORRIDOR TOTALS CORRIDOR NAME 2006 ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY BUS MOVER RAIL TRAN TOTAL TOTAL TRANSIT CORRIDOR CORRIDOR CORRIDOR CORRIDOR Principal Roarlway(s) CORR VEHICULAR PER. TRIP VEHICULAR PER. TRIP EXCESS PERSON PER. TRIP PER. TRIP PER. TRIP TRANSIT TRANSIT PERSON PERSON PERSON PERSON PERSON TYPE CAPACITY CAPACITY VOLUME VOLUME PER, TRIP TRIP CAPACITY CAPACITY CAPACITY CAPACITY PERSON TRIP TRIP TRIP TRIP TRIP (d PPV= C PPV= CAPACITY VIC LOS LOAD = 8f7 LOAD = LOAD = Ids LOAD = TRIP EXCESS CAPACITY VOLUME EXCESS WC LOS 1.6 1.4 DESIGN DESIGN I� DESIGN DESIGN VOLUME CAPACITY _ CAPACITY (Notes) (1) (2) (3) (4) (5) (8) (7) (8) (8) (10) (11) (12) (13) (14) (15) (18) (17) BRICKELL CORRIDOR HS Flagler Street (1034) 3,070 4,912 1,391 1,948 2,964 0.40 A 0 0 0 0 0 0 4,912 1,948 2,964 0,40 A SW 1st Street (1033) 2,040 3,284 1,697 2,375 889 0.73 C 0 0 0 0 0 0 3,264 2,375 889 0.73 C MetroBus 8 156 0 0 156 10 146 156 10 146 0,06 A MetroBus 11 570 0 0 570 606 (36) 570 606 (36) _ 1.08 F Flagler Max 260 0 0 260 161 99 260 161 99 0.62 B Little Havana Circulator 156 0 0 156 85 71 156 85 71 0.54 A TOTAL 5,110 8,176 3,088 4,323 3,853 0.53 A , 1,142 0 0 1,142 861 281 9,318 5,183 4,135 0.56 A TOTAL 5,110 8;176 3,088 4,323 3,853 0.53 A 1,142 0 0 1,142 861 281 9,318 5,183 4,135 0.56 A LOS TABLE AUTO PERSON TRIPS 4,323 83.40% 0.00 A TRANSIT PERSON TRIPS 881 16,60% 0,60 A TOTAL PERSON TRIPS 5,163 100.00% 0.61 B 0.70E 0.71 C 0.80C 0.81 D 0.90 D 0.91 E 1.00 E 1.01 F GROWTH FACTOR 1.03 Per Year 2 YEARS COMMITTED DEVELOPMENT TRAFFIC VPH PAX TRANSIT 261 365 19 5.00% TRANSIT CHANTICLEER January 14, 2004 PAGE D-5 • • PROJECT TRAFFIC Table 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) 565 (note that this is the new zone system). The cardinal distribution of the traffic within TAZ 565 was obtained from Miami -Dade County. The distribution is as follows: North -Northeast 12.66% East -Northeast 17.74% East -Southeast 8.03% South -Southeast 3.38% South -Southwest 6.37% West -Southwest 17.54% West -Northwest 16.44% North --Northwest 17.83% Using this trip distribution, the project trip assignment was determined. This is shown in Figure 1. Project transit ridership was estimated based upon the assumption that 5% of project person trips would be by mass transit. Chanticleer January 14, 2004 PAGE D-6 • • • ••IA..Fr •/ -. F.4YI.0, 1 F llnrr-ry ROADWAY MODE _ MASS TRANSIT MODE CORRIDOR TOTALS CORRIDOR NAME 2006 ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY BUS MOVER RAIL TRAN TOTAL TOTAL CORRIDOR CORRIDOR CORRIDOR CORRIDOR Pnncipal Roadway(s) CORR VEHICULAR PER. TRIP VEHICULAR PER. TRIP EXCESS PERSON PER. TRIP PER. TRIP PER, TRIP TRANSIT TRANSIT TRANSIT PERSON PERSON TYPE CAPACITY CAPACITY VOLUME VOLUME PER. TRIP TRIP CAPACITY CAPACITY CAPACITY CAPACITY PERSON TRIP TRIP PERSON PERSON PERSON @PPV= aPPV= CAPACITY V/C LOS_ g LOAD = a LOAD =4 LOAD =_D LOAD = TRIP EXCESS CAPACITY TRIP VOLUME TRIP TRIP 1.6 1.4 DESIGN DESIGN DESIGN DESIGN VOLUME CAPACITY EXCESS V/C LOS ( (Notes) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) CAPACITY BRICKELL CORRIDOR HS W (15) (16) (17) Flaglar Street (1034) 3,070 4,912 36 50 4,862 0.01 A 0 0 0 0 3 _ 53 4,859 0.01 A SW 1st Street (1033) 2,040 3,264 41 57 3,207 0,02 A 0 0 0 0 3 (3) 4,912 (3) 3,264 MetroBus 6 156 0 0 156 0 156 156 60 3.204 0.02 A MetroBus 11 570 0 0 570 0 570 570 0 156 0.00 A Flagier Max 260 0 0 260 0 260 260 0 570 0.00 A Little Havana Circulator 156 0 0 156 0 156 156 0 260 0.00 A 0 156 0.00 A TOTAL 5,110 8,176 77 108 8,068 0.01 A 1,142 0 0 1,142 6 1,136 9,318 113 9,205 0.01 A TOTAL 5,110 8,176 77 108 8.,068 0.01 A J 1,142 0 0 1,142 6 1,136 9,318 113 9,205 0,01 A LOS TABLE AUTO PERSON TRIPS 108 95.00% 0.00 A TRANSIT PERSON TRIPS 6 5.00;b 0,60 A TOTAL PERSON TRIPS 113 100.00% 0.61 B 0.70E 0.71 C 0.80 C 0.81 D 0.90D 0,91 E 1,00 E 1.01 F PROJECT TRAFFIC VPH PAX TRANSIT TOTAL 259 363 19 5.00% TRANSIT CHANTICLEER January 14, 2004 PAGE 0•7 • PROJECT 28136 15/20 16/21 w cY) N .......,.,.. 52/82 NTS SW 1st ST 6/3 W 8/4 LEGEND 100/200 = AM/PM PEAK HOUR PROJECT TRAFFIC IN VEHICLES PER HOUR FIGURE D-1 PROJECT TRAFFIC ASSIGNMENT Chanticleer January 14, 2004 PAGE D-8 • • YEAR 2006 LEVEL OF SERVICE WITH THE PROJECT Table 4 presents an analysis of the future year 2006 corridor level of service with the project. Roadway vehicular volumes and mass transit volumes were determined by adding the data from Table 2 (Year 2006 Without Project) and Table 3 (Project Traffic). As can be seen from Table 4, it is estimated that the Flagler Corridor will operate at Level of Service "A" in the year 2006 with the project. Chanticleer PAGE D-9 January 14, 2004 TABLE 4 - 2005 LEVEL OF SERVICE ANALYSIS WITH PROJECT ROADWAY MODE MASS TRANSIT MOUE CORRIDOR TOTALS CORRIDOR NAME 2005 ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY BUS MOVER RAIL TRAN TOTAL TOTAL TRANSIT CORRIDOR CORRIDOR Principal Roadway(s) CORR VEHICULAR PER. TRIP VEHICULAR PER, TRIP EXCESS PERSON PER. TRIP PER. TRIP PER. TRIP TRANSIT TRANSIT PERSON PERSON PERSON CORRIDOR CORRIDOR TYPE CAPACITY CAPACITY VOLUME VOLUME PER. TRIP TRIP CAPACITY CAPACITY CAPACITY CAPACITY PERSON_ TRIP _ TRIP TRIP PERSON PERSON @PPV= r PPV= CAPACITY _ VIC _LOS_ g LOAD = Sd LOAD = A LOAD = A LOAD = TRIP EXCESS CAPACITY VOLUME TRIP EXCESS TRIP WC 1.6 1.4 _ _ DESIGN _ DESIGN DESIGN DESIGN VOLUME -CAPACITY CAPACITY LOS ( (Notes) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) - (11) (12) (13) (14) (15) (16) BRICKELL CORRIDOR HS (17) Flagler Street (1034) 3070 4,912 1,427 1,998 2,914 0.41 A 0 0 0 0 3 (31 4 912 2,001 2 911 SW 1st Street (1033) 2,040 3,264 1,736 2,433 831 0.75 C 0 0 0 0 3 (3) W 3 264 2,436 828 0.41 A Metrot3us 6 156 0 0 156 10 146 156 10 146 0.75 C Metro5us 11 570 0 0 570 606 (36) 570 606 36 Flagler Max 260 0 0 260 161 99 260 161 ( ) 99 Little Havana Circulator 156 0 0 156 85 71 156 85 71 �- 0 0 0 0 0 0 TOTAL 5,110 8,176 3,165 4,431 3,745 0.54 A 1,142 0 _ 0 1,142 866 276 9,318 5,297 4,021 0.57 TOTAL 5,110 8,176 3,165 4,431 3,745 0.54 A 1,142 0 0 1,142 866 276 9,318 5,297 4,021 0,57 A A LOS TABLE AUTO PERSON TRIPS 4,431 83.65% 0.00 A TRANSIT PERSON TRIPS 866 16.35% 0.60 A TOTAL PERSON TRIPS 5,297 100.00% 0.61 B 0.70 B 0.71 C T 0.80 C 0.81 D 0.90_D 0.91 E 1.00E 1.01 F CHANTICLEER January 14, 2004 PAGE D-10 • • • RAW DATA CALCULATIONS • • • PROJECT NAME: Traffic Data Collection Notice to Proceed : EASTBOUND TIME 1st Y4 12:00 AM 15 01:00 AM 6 02:00 AM 2 03:00 AM 0 04:00 AM 0 05:00 AM 0 06:00 AM 8 07:00 AM 12 08:00 AM 16 09:00 AM 40 10:00 AM 25 11:00AM 32 12:00 PM 44 01:00 PM 52 02:00 PM 27 03:00 PM 36 04:00 PM 30 05:00 PM 39 06:00 PM 28 07:00 PM 21 08:00 PM 12 09:00 PM 9 10:00 PM 8 11:00 PM 9 DAILY TRAFFIC COUNT EASTBOUND A.M. Peak Hour, Time: AM. "K" Factor: A.M. "D" Factor: P.M. Peak Hour, Time: P.M. "K' Factor: P.M. "D" Factor: BOTHWAY: MECHANICAL COUNTS LOCATION: COUNT DATE: FLAGLER S ST BTWN SW 6 & 7 AVE 12-04-03 WESTBOUND BOTHWAI 2nd Y4 3rd Y4 4th'V4 TOTAL TIME 1stY4 2nd % 3rd'/4 4th'/4 TOTAL TOTAL 12 9 8 44 12:00 AM 48 36 32 15 131 175 5 2 3 16 01:00 AM 18 10 10 14 52 68 1 2 0 5 02:00 AM 11 12 9 10 42 47 2 1 2 5 03:00 AM 11 7 5 11 34 39 3 2 1 6 04:00 AM 8 14 8 7 37 43 2 3 2 7 05:00 AM 18 13 13 10 54 61 9 6 8 31 06:00 AM 17 52 62 71 202 233 15 14 25 66 07:00 AM 78 65 95 104 342 408 24 24 32 96 08:00 AM 103 96 135 116 450 546 38 32 30 140 09:00 AM 108 139 166 151 564 704 33 31 38 127 10:00 AM 124 158 162 156 600 727 40 41 35 148 11:00 AM 168 149 174 182 673 821 44 50 34 172 12:00 PM 176 157 205 162 700 872 21 24 40 137 01:00 PM 191 125 162 166 644 781 38 43 34 142 02:00 PM 139 185 110 183 617 759 24 33 41 134 03:00 PM 217 178 207 194 796 930 31 32 39 132 04:00 PM 227 215 260 267 969 1,101 29 39 24 131 05:00 PM 285 309 257 227 1,078 1,209 36 25 25 114 06:00 PM 227 201 133 143 704 818 19 15 14 69 07:00 PM 119 108 98 99 424 493 12 14 12 50 08:00 PM 82 57 124 71 334 384 13 15 6 43 09:00 PM 88 79 85 62 314 357 11 5 4 28 10:00 PM 75 67 60 77 279 307 6 5 6 26 11:00 PM 95 43 46 32 216 242 24 Hour Total 1,869 24 Hour Total 10,256 12,125 SUMMARY 11:45 AM Volume: 9.3% P.H.F. : 19.4% 12:15 PM Volume: 9.6% P.H.F. : 20.1% WESTBOUND 173 AM. Peak Hour, Time: 11:45AM Volume: 720 0.87 A.M. "K" Factor: 7.0% P.H.F.: 0.88 A.M. "D" Factor: 80.6% 180 P.M. Peak Hour, Time: 04:30 PM Volume: 1,121 0.87 P.M. "IC' Factor: 10.9% P.H.F.: 0.91 P.M. "D" Factor: 89.0% EASTBOUND and WESTBOUND A.M. Peak Hour, Time: 11:45 AM A.M. "K' Factor: 7.4% A.M. Hour "D" Factor: 80.6% P.M. Peak Hour, Time: P.M. "K" Factor: P.M. Hour "D" Factor: 04:45 PM 10.4% 88.4% Volume: 893 P.H.F.: 0.88 Volume: 1,264 P.H.F.: 0.93 MECHANICAL COUNTS • • PROJECT NAME: Traffic Data Collection LOCATION: SW 1 ST BTWN SW6&7AVE Notice to Proceed : COUNT DATE: 12-04-03 EASTBOUND WESTBOUND BOTHWA' TIME lst t 2nd % 3rd % 4th' TOTAL TIME 1st% 2nd % 3rd % 4th 14 TOTAL TOTAL 12:00 AM 18 15 18 15 66 12:00 AM 0 0 0 0 0 66 01:00 AM 14 7 15 8 44 01:00 AM 0 0 0 0 0 44 02:00 AM 4 9 6 8 27 02:00 AM 0 0 0 0 0 27 03:00 AM 5 7 12 17 41 03:00 AM 0 0 0 0 0 41 04:00 AM 11 10 10 11 42 04:00 AM 0 0 0 0 0 42 05:00 AM 21 25 41 58 145 05:00 AM 0 0 0 0 0 145 06:00 AM 79 119 163 153 514 06:00 AM 0 0 0 0 0 514 07:00 AM 187 233 246 245 911 07:00 AM 0 0 0 0 0 911 08:00 AM 234 228 247 206 915 08:00 AM 0 0 0 0 0 915 09:00 AM 192 195 154 170 711 09:00 AM 0 0 0 0 0 711 10:00 AM 150 166 135 170 621 10:00 AM 0 0 0 0 0 621 11:00 AM 189 158 180 139 666 11:00 AM 0 0 0 0 0 666 12:00 PM 166 145 128 182 621 12:00 PM 0 0 0 0 0 621 01:00 PM 151 164 148 143 606 01:00 PM 0 0 0 0 0 606 02:00 PM 146 159 137 175 617 02:00 PM 0 0 0 0 0 617 03:00 PM 166 151 147 171 635 03:00 PM 0 0 0 0 0 635 04:00 PM 153 132 135 157 577 04:00 PM 0 0 0 0 0 577 05:00 PM 151 179 152 180 662 05:00 PM 0 0 0 0 0 662 06:00 PM 137 150 122 120 529 06:00 PM 0 0 0 0 0 529 07:00 PM 115 106 109 86 416 07:00 PM 0 0 0 0 0 416 08:00 PM 72 82 59 87 300 08:00 PM 0 0 0 0 0 300 09:00 PM 92 80 73 70 315 09:00 PM 0 0 0 0 0 315 10:00 PM 67 64 64 51 246 10:00 PM 0 0 0 0 0 246 11:00 PM 37 35 31 27 130 11:00 PM 0 0 0 0 0 130 24 Hour Total 10,357 24 Hour Total 0 10,357 DAILY TRAFFIC COUNT SUMMARY EASTBOUND WESTBOUND A.M. Peak Hour, Time: 07:15 AM Volume: 958 A.M. Peak Hour, Time: 12:00 AM Volume: 0 A.M. "K' Factor: 9.2% P.H.F.: 0.97 A.M. "K' Factor. ERR P.H.F.: ERR A.M. "D" Factor: 100.0% A.M. "D" Factor: 0.0% P.M. Peak Hour, Time: 05:00 PM Volume: 662 P.M. Peak Hour, Time: 12:00 PM Volume: 0 P.M. "K' Factor: 6.4% P.H.F.: 0.92 P.M. "K' Factor: ERR P.H.F.: ERR P.M. "D" Factor: 100.0% P.M. "D" Factor: 0.0% BOTHWAY: EASTBOUND and WESTBOUND A.M. Peak Hour, Tirne: 07:15 AM Volume: 968 A.M. "K' Factor: 9.2% P.H.F.: 0.97 A.M. Hour "D" Factor: 100.0% P.M. Peak Hour, Time: 05:00 PM Volume: 662 P.M. "K" Factor: 6.4% P.H.F.: 0.92 P.M. Hour "D" Factor: 100.0% • PROJECT NAME: Traffic Data Collection Notice to Proceed : NORTHBOUND TIME lst % 2nd Y4 3rd' 12:00 AM 0 0 0 01:00 AM 0 0 0 02:00 AM 0 0 0 03:00 AM 0 0 0 04:00 AM 0 0 0 05:00 AM 0 0 0 06:00 AM 0 0 0 07:00 AM 0 0 0 08:00 AM 0 0 0 09:00 AM 0 0 0 10:00 AM 0 0 0 11:00AM 0 0 0 12:00 PM 0 0 0 01:00 PM 0 0 0 02:00 PM 0 0 0 03:00PM 0 0 0 04:00 PM 0 0 0 05:00 PM 0 0 0 06:00 PM 0 0 0 07:00PM 0 0 0 08:00 PM 0 0 0 09:00PM 0 0 0 10:00 PM 0 0 0 11:00 PM 0 0 0 24 Hour Total DAILY 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: 4th % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MECHANICAL COUNTS LOCATION: COUNT DATE: TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 AM Volume: 0 ERR P.H.F.: ERR 0.0% 12:00 PM Volume: 0 ERR P.H.F.: ERR 0.0% NORTHBOUND and SOUTHBOUNO A.M. Peak Hour, Time: 11:45 AM A.M. "K" Factor: 7.2% A.M. Hour "D" Factor: 100.0% P.M. Peak Hour, Time: P.M. "K" Factor: P.M. Hour "D" Factor: 04:30 PM 9.3% 100.0% 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 SW 6 AVE NIO SW 1 ST 12-04-03 SOUTHBOUND BOTHWA') 1st % 2nd % 3rd 14 4th 14 TOTAL TOTAL 4 1 5 1 11 11 0 1 1 2 4 4 2 1 0 2 5 5 2 1 1 1 5 5 3 4 4 2 13 13 1 1 5 5 12 12 6 5 15 20 46 46 18 21 29 20 88 88 23 31 22 30 106 106 24 21 22 19 86 86 23 23 21 24 91 91 24 30 22 29 105 105 25 35 32 19 111 111 34 32 26 26 118 118 35 25 29 27 116 116 38 29 25 31 123 123 29 22 35 39 125 125 45 36 28 31 140 140 38 28 28 32 126 126 30 19 17 9 75 75 20 10 11 10 51 51 11 13 13 10 47 47 11 5 15 9 40 40 7 6 7 5 25 25 24 Hour Total 1,669 1,669 SOUTHBOUND A.M. Peak Hour, Time: 11:45 AM Volume: 121 A.M. "K" Factor: 7.2% P.H.F.: 0.86 A.M. "D" Factor; 100.0% P.M. Peak Hour, Time: 04:30 PM Volume: 155 P.M. "K' Factor: 9.3% P.H.F.: 0.86 P.M. "D" Factor: 100.0% Volume: 121 P.H.F.: 0.86 Volume: 155 P.H.F.: 0.86 MECHANICAL COUNTS PROJECT NAME: Traffic Data Collection LOCATION: SW 7 AVE NIO SW 1 ST Notice to Proceed : COUNT DATE: 12-04-03 NORTHBOUND SOUTHBOUND BOTHWA' TIME 1st % 2nd / 3rd /4 4th 14 TOTAL TIME 1st 1 2nd 1/4 3rd 1 4th 14 TOTAL TOTAL 12:00 AM 20 23 11 7 61 12:00 AM 0 0 0 0 0 61 01:00 AM 3 13 2 16 34 01:00 AM 0 0 0 0 0 34 02:00 AM 10 8 11 6 35 02:00 AM 0 0 0 0 0 35 03:00 AM 11 2 2 4 19 03:00 AM 0 0 0 0 0 19 04:00 AM 8 7 6 5 26 04:00 AM 0 0 0 0 0 26 05:00 AM 11 9 38 29 87 05:00 AM 0 0 0 0 0 87 06:00 AM 33 41 46 64 184 06:00 AM 0 0 0 0 0 184 07:00 AM 61 97 75 58 291 07:00 AM 0 0 0 0 0 291 08:00 AM 64 67 52 63 246 08:00 AM 0 0 0 0 0 246 09:00 AM 56 40 57 49 202 09:00 AM 0 0 0 0 0 202 10:00 AM 44 36 45 56 181 10:00 AM 0 0 0 0 0 181 11:00 AM 41 54 50 69 214 11:00 AM 0 0 0 0 0 214 12:00 PM 62 75 52 51 240 12:00 PM 0 0 0 0 0 240 01:00 PM 55 45 53 52 205 01:00 PM 0 0 0 0 0 205 02:00 PM 60 85 72 58 275 02:00 PM 0 0 0 0 0 275 03:00 PM 91 77 73 61 302 03:00 PM 0 0 0 0 0 302 04:00 PM 68 92 73 68 301 04:00 PM 0 0 0 0 0 301 05:00 PM 66 67 73 84 290 05:00 PM 0 0 0 0 0 290 06:00 PM 105 92 90 78 365 06:00 PM 0 0 0 0 0 365 07:00 PM 62 73 62 64 261 07:00 PM 0 0 0 0 0 261 08:00 PM 34 61 36 33 164 08:00 PM 0 0 0 0 0 164 09:00 PM 38 36 32 53 159 09:00 PM 0 0 0 0 0 159 10:00 PM 21 21 27 33 102 10:00 PM 0 0 0 0 0 102 11:00 PM 31 22 33 15 101 11:00 PM 0 0 0 0 0 101 24 Hour Total 4,345 24 Hour Total 0 4,345 DAILY TRAFFIC COUNT SUMMARY NORTHBOUND SOUTHBOUND A.M. Peak Hour, Tirne: 06:45 AM Volume: 297 A.M. Peak Hour, Tirne: 12:00 AM Volume: 0 A.M. "K' Factor: 6.8% P.H.F.: 0.77 A.M. "K" Factor: ERR P.H.F.: ERR A.M. "D" Factor. 100.0% A.M. "D" Factor: 0.0% P.M. Peak Hour, Time: 05:45 PM Volume: 371 P.M. Peak Hour, Time: 12:00 PM Volume 0 P.M. "K' Factor. 8.5% P.H.F.: 0.88 P.M. "K" Factor: ERR P.H.F.: ERR P.M. "D" Factor: 100.0% P.M. "D" Factor: 0.0% BOTHWAY: NORTHBOUND and SOUTHBOUND A.M. Peak Hour, Time: 06:45AM Volume: 297 A.M. "K" Factor: 6.8% P.H.F.: 0.77 AM. Hour "D" Factor: 100.0% P.M. Peak Hour, Time: 05:45 PM Volume: 371 P.M. "K" Factor: 8.5% P.H.F.: 0.88 P.M. Hour "D" Factor: 100.0% 40 • • • MACHINE COUNT DATA FLAGLER ST BTWN SW 1 ST BTWN SW 6 AVE NIO SW 7 AVE N/O FLAGLER ST BTWN SW 1 ST BTWN SW 6 AVE NIO SW 7 AVE N/O FLAGLER ST BTWN SW 1 ST BTWN SW 6 AVE NIO SW7AVE N/O SW6&7AVE SW6&7AVE SW 1 ST SW 1 ST SW6&7AVE SW6&7AVE SW 1 ST SW 1 ST SW6&7AVE SW 6 & 7 AVE SW 1 ST SW 1 ST 1 2 ADT 1,869 10,256 12,125 10,357 10,357 1,669 1,669 4,345 4,345 AM MID PM 9:30AM 12:15PM 4:45PM 7:15 AM 10:45 AM 5:00 PM 8:15 AM 11:45 AM 4:30 PM 6:45 AM 2:00 PM 5:45 PM PEAK K PSF 4:45 PM 10.42% 1.024 7:15 AM 9.25% 1.024 4:30 PM 9.29% 1.024 5:45 PM 8.54% 1.024 1 EASTBOUND EASTBOUND NORTHBOUND NORTHBOUND EVE 18:15 18:15 18:15 18:15 K(100) 0.107 0.095 0.095 0.087 2 WESTBOUND WESTBOUND SOUTHBOUND SOUTHBOUND PEAK 16:45 7:15 16:30 17:45 D 88.45% 100.00% 100.00% 100.00% CHANTICLEER January 14, 2004 • • • AM 1 2 TOTAL FLAGLER ST BTWN SW 6 & 7 AVE 9:30 AM 120 599 719 5.93% SW 1 ST BTWN SW 6 & 7 AVE 7:15 AM 958 958 9.25% SW 6 AVE N/O SW 1 ST 8:15 AM 107 107 6.41% SW 7 AVE N/O SW 1 ST 6:45 AM 297 297 17.80% MID 1 2 TOTAL FLAGLER ST BTWN SW 6 & 7 AVE 12:15 PM 180 715 895 7.38% SW 1 ST BTWN SW 6 & 7 AVE 10:45 AM 697 697 6.73% SW 6 AVE N10 SW 1 ST 11:45 AM 121 121 7.25% SW 7 AVE N/0 SW 1 ST 2:00 PM 275 275 16.48% PM 1 2 TOTAL % FLAGLER ST BTWN SW 6 & 7 AVE 4:45 PM 146 1,118 1,264 10.42% SW 1 ST BTWN SW 6 & 7 AVE 5:00 PM 662 662 6.39% SW 6 AVE N/0 SW 1 ST 4:30 PM 155 155 9.29% SW 7 AVE N/O SW 1 ST 5:45 PM 371 371 22.23% CHANTICLEER January 14, 2004 • • • W. FLAGLER STREET & W. 6TH AVENUE 15 MINUTE HOURLY 01/08/04 SB WB N8 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 07:00 AM 0 13 0 3 16 0 0 51 6 57 0 0 0 0 0 0 5 13 0 18 16 75 91 07:15 AM 0 10 1 0 11 0 0 75 10 85 0 0 0 0 0 0 5 37 0 42 11 127 138 07:30 AM 0 11 4 0 15 0 0 73 9 82 0 0 0 0 0 0 5 46 0 51 15 133 148 07:45 AM 0 13 4 2 19 0 0 67 6 73 0 0 0 0 0 0 15 39 0 54 19 127 146 61 462 523 08:00 AM 0 8 0 2 10 0 0 92 17 109 0 0 0 0 0 0 5 53 0 58 10 167 177 55 554 609 08115 AM 0 14 2 2 18 0 0 101 21 122 0 0 0 0 0 0 16 42 0 68 18 180 198 62 607 669 08:30 AM 1 13 6 2 21 0 0 108 6 114 0 0 0 0 0 0 5 38 0 43 21 157 178 68 631 699 08:45 AM 0 7 2 2 11 0 0 95 13 108 0 0 0 0 0 0 11 21 0 32 11 140 151 60 644 704 TOTALS 1 89 19 13 121 0 0 662 88 750 0 0 0 0 0 0 67 289 0 356 121 1106 1227 PK HR 1 42 10 8 60 0 0 396 57 453 0 0 0 0 0 0 37 154 0 191 60 644 704 PERCENT 70% 17% 13% 100% 0% 87% 13% 100% ERR ERR ERR ERR 19°/11 81% 0% 100% PHF 0.75 0.42 1.00 0.71 ERR 0.92 0.68 0,93 ERR ERR ERR ERR 0.58 0.73 ERR 0.82 W. FLAGLER STREET & W. 6TH AVENUE 15 MINUTE HOURLY 01/08/04 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 04:30 PM 0 19 7 2 28 0 0 272 21 293 0 0 0 0 0 0 11 28 0 39 28 332 360 04:45 PM 0 21 1 0 22 0 0 199 11 210 0 0 0 0 0 0 17 30 0 47 22 257 279 05:00 PM 0 13 4 1 18 0 0 229 14 243 0 0 0 0 0 0 12 18 0 30 18 273 291 05:15 PM 0 9 5 2 16 0 0 258 26 284 0 0 0 0 0 0 12 26 0 38 16 322 338 84 1184 1268 05:30 PM 0 13 4 0 17 0 0 274 20 294 0 0 0 0 0 0 18 28 0 46 17 340 357 73 1192 1265 05:45 PM 0 16 3 0 19 0 0 281 20 301 0 0 0 0 0 0 13 10 0 23 19 324 343 70 1259 1329 06;00 PM 0 24 4 2 30 0 0 237 18 255 0 0 0 0 0 0 18 14 0 32 30 287 317 82 4273 1355 06:15 PM 0 18 3 1 22 0 0 181 21 202 0 0 0 0 0 0 10 13 0 23 22 225 247 88 1176 1264 TOTALS 0 133 31 8 172 0 0 1931 151 2082 0 0 0 0 0 0 111 167 0 278 172 2360 2532 PK HR 0 62 16 4 82 0 0 1050 84 1134 0 0 0 0 0 0 61 78 0 139 82 1273 1355 PERCENT 76% 20°/0 5% 100% 0% 93% 7% 100% ERR ERR ERR ERR 44% 56% 0% 100% PHF 0.65 0.80 0.50 0.68 ERR 0,93 0.81 0.94 ERR ERR ERR ERR 0.85 0.70 ERR 0,76 SW 1ST STREET & W. 6TH AVENUE 15 MINUTE HOURLY 01/08/04 S8 WB NB E8 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 0 5 5 10 0 0 0 0 0 0 0 0 0 0 0 7 118 0 125 10 125 135 07:1 S AM 0 0 9 8 17 0 0 0 0 0 0 0 0 0 0 0 11 176 0 187 17 187 204 07:30 AM 0 0 4 7 11 0 0 0 0 0 0 0 0 0 0 0 12 183 0 195 11 195 206 07:45 AM 0 0 11 12 23 0 0 0 0 0 0 0 0 0 0 0 13 214 0 227 23 227 250 61 734 795 08:00 AM 0 0 13 9 22 0 0 0 0 0 0 0 0 0 0 0 8 215 0 221 22 221 243 73 830 903 08:15 AM 0 0 24 8 32 0 0 0 0 0 0 0 0 0 0 0 13 229 0 242 32 242 274 88 885 973 08:30 AM 0 0 13 9 22 0 0 0 0 0 0 0 0 0 0 0 11 216 0 227 22 227 249 99 917 1016 08:45 AM 0 0 12 10 22 0 0 0 0 0 0 0 0 0 0 0 8 186 0 194 22 194 216 98 884 982 TOTALS 0 0 91 '68 159 0 0 0 0 0 0 0 0 0 0 0 81 1537 0 1618 159 1618 1777 PK HR 0 0 61 38 99 0 0 0 0 0 0 0 0 0 0 0 43 874 0 917 99 917 1016 PERCENT 0% 62% 38% 100% ERR ERR ERR ERR ERR ERR ERR ERR 5% 95% 0% 100% PHF ERR 0.64 0.79 0.77 ERR ERR ERR ERR ERR ERR ERR ERR 0.83 0.95 ERR 0.95 5W 1ST STREET & W. 6TH AVENUE 15 MINUTE HOURLY 01/08/04 SB W8 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 0 15 12 27 0 0 0 0 0 0 Dap 0 0 18 115 0 133 27 133 160 04:15 PM 0 0 21 12 33 0 0 0 0 0 0 0 0 0 0 0 12 120 0 132 33 132 165 04:30 PM 0 0 15 11 26 0 0 0 0 0 0 0 0 0 0 0 15 120 0 135 26 135 161 04:45 PM 0 0 16 7 23 0 0 0 0 0 0 0 0 0 0 0 17 129 0 146 23 146 169 109 546 655 05:00 PM 0 0 30 20 50 0 0 0 0 0 0 0 0 0 0 0 10 116 0 126 50 126 176 132 539 671 05:15 PM 0 0 19 14 33 0 0 0 0 0 0 0 0 0 0 0 16 129 0 147 33 147 180 132 554 666 05:30 PM 0 0 27 16 43 0 0 0 0 0 0 0 0 0 0 0 26 132 0 158 43 158 201 149 577 726 05:45 PM 0 0 23 10 33 0 0 0 0 0 0 0 0 0 0 0 21 138 0 159 33 159 192 159 590 749 TOTALS 0 0 166 102 268 0 0 0 0 0 0 0 0 0 0 0 137 999 0 1136 268 1136 1404 PK HR 0 0 99 60 159 0 0 0 0 0 0 0 0 0 0 0 75 515 0 590 159 590 749 PERCENT 0% 62% 38% 100% ERR ERR ERR ERR ERR ERR ERR ERR 13% 87°/a 0% 100% PHF ERR 0.83 0.75 0.80 ERR ERR ERR ERR ERR ERR ERR ERR 0.72 0.93 ERR 0.93 • • W. FLAGLER STREET & W. 8TH AVENUE 15 MINUTE HOURLY 01/06/04 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 07:00 AM 0 35 29 10 74 0 4 81 4 89 0 4 53 32 89 0 2 19 12 33 163 122 285 07:15 AM 0 30 31 5 66 0 5 95 5 105 0 8 62 32 102 0 1 15 8 24 168 129 297 07:30 AM 0 26 33 4 63 0 6 76 5 87 0 6 76 92 124 0 4 35 17 56 187 143 330 07:45 AM 0 48 32 17 97 0 4 103 5 112 0 4 53 47 104 0 3 30 19 52 201 164 365 719 558 1277 08:00 AM 0 31 41 4 76 0 7 115 5 127 0 5 54 58 117 0 1 31 12 44 193 171 369 749 607 1356 08:15 AM 0 38 35 9 82 0 6 107 12 125 0 7 74 58 139 0 1 34 18 53 221 178 399 802 656 1458 08:30 AM 0 36 43 9 88 0 7 115 10 132 0 8 59 64 131 0 4 26 16 46 219 178 397 834 691 1525 08:46 AM 0 41 39 15 95 0 11 138 9 158 0 5 59 73 137 0 4 24 7 35 232 193 425 865 720 1585 TOTALS 0 285 283 73 641 0 50 830 55 935 0 47 490 406 943 0 20 214 109 343 PK HR 0 146 158 37 341 0 31 475 36 542 0 25 246 253 524 0 10 115 53 178 865 720 1585 PERCENT 43% 46% 11% 100% 6% 88% 7% 100% 5% 47% 48% 100% 6% 65% 30% 100% PHF 0,89 0.92 0.62 0.90 0.70 0.86 0.75 0.86 0,78 0.83 0.87 0,94 0.63 0.85 0.74 0.84 W.FLAGLER STREET & W. BTH AVENUE 15 MINUTE HOURLY 01/06/04 $B WB NB EB NB+SB EB+WB TOTAL NB+56 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 45 43 7 95 0 16 241 14 271 0 8 61 49 118 0 3 18 12 31 213 302 515 04:15 PM 0 39 59 10 108 0 12 217 11 240 0 11 71 54 136 0 9 18 8 35 244 275 519 04:30 PM 0 51 63 10 124 0 8 247 6 261 0 12 59 60 131 0 1 16 4 21 255 282 537 04:45 PM 0 37 53 11 101 0 11 262 11 284 0 8 67 56 131 0 4 13 9 26 232 310 542 944 1169 2113 05:00 PM 0 52 55 15 122 0 10 318 15 343 0 6 74 53 133 0 2 19 7 28 255 371 626 986 1238 2224 05:15 PM 0 47 58 11 116 0 11 276 17 304 0 4 67 55 126 0 1 10 7 18 242 322 564 984 1285 2269 05;30 PM 0 40 40 14 94 0 16 274 15 305 0 9 57 51 117 0 3 18 7 28 211 333 544 940 1336 2276 05:45 PM 0 39 40 6 85 0 11 238 14 263 0 5 60 59 124 0 3 18 15 36 209 299 508 917 1325 2242 TOTALS 0 350 411 84 845 0 95 2073 103 2271 0 63 516 437 1016 0 26 128 69 223 1861 2494 4355 PK HR 0 176 206 51 433 0 48 1130 58 1236 0 27 265 215 507 0 10 60 30 100 940 1336 2276 PERCENT 41% 48% 12% 100% 4% 91% 5% 100% 5% 52% 42% 100% 10% 60% 30% 100% PHF 0.85 0.89 0.85 0.89 0.75 0.89 0.85 0.90 0,75 0,90 0.96 0.95 0.63 0.79 0.83 0.89 SW 1ST STREET & W. 8TH AVENUE 15 MINUTE HOURLY 01/07/04 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 07:00 AM 0 0 24 7 31 0 0 0 0 0 0 11 62 0 73 0 19 134 38 191 104 191 295 07:15 AM 0 0 35 5 40 0 0 0 0 0 0 9 67 0 76 0 23 187 36 246 116 246 362 07:30 AM 0 0 35 3 38 0 0 0 0 0 0 6 61 0 67 0 29 209 52 290 105 290 395 07:45 AM 0 0 42 2 44 0 0 0 0 0 0 3 66 0 69 0 26 227 58 311 113 311 424 438 1038 1476 08:00 AM 0 0 30 4 34 0 0 0 0 0 0 11 64 0 75 0 20 220 60 300 109 300 409 443 1147 1590 08:15 AM 0 0 53 6 59 0 0 0 0 0 0 11 78 0 89 0 29 233 58 320 148 320 468 475 1221 1696 08:30 AM 0 0 39 4 43 0 0 0 0 0 0 12 73 0 85 0 32 200 71 303 128 303 431 498 1234 1732 08:45 AM 0 0 52 2 54 0 0 0 0 0 0 8 53 0 61 0 34 212 63 309 115 309 424 500 1232 1732 TOTALS 0 0 310 33 343 0 0 0 0 0 0 71 524 0 595 0 212 1622 436 2270 938 2270 3208 PK HR 0 0 174 16 190 0 0 0 0 0 0 42 268 0 310 0 115 865 252 1232 500 1232 1732 PERCENT 0% 92% 8% 100% ERR ERR ERR ERR 14% 86% 01/4 100% 9% 70% 20% 100% PHF ERR 0.82 0.67 0.81 ERR ERR ERR ERR 0.88 0.86 ERR 0.87 0.85 0.93 0.89 0.96 SW 1ST STREET & W. 8TH AVENUE 15 MINUTE HOURLY 01/07/04 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 0 48 3 51 0 0 0 0 0 0 2 72 0 74 0 51 130 49 230 125 230 355 04:15 PM 0 0 52 6 58 0 0 0 0 0 0 6 95 0 101 0 32 130 43 205 159 205 364 04:30 PM 0 0 59 6 65 0 0 0 0 0 0 11 72 0 83 0 34 111 59 204 148 204 352 04:45 PM 0 0 69 6 75 0 0 0 0 0 0 5 84 0 89 0 39 144 50 233 164 233 397 596 872 1468 05:00 PM 0 0 72 7 79 0 0 0 0 0 0 5 94 0 99 0 26 149 66 241 178 241 419 649 883 1532 05:15 PM 0 0 75 7 82 0 0 0 0 0 0 6 79 0 85 0 35 140 45 220 167 220 387 657 898 1555 05:30 PM 0 0 61 3 64 0 0 0 0 0 0 8 80 0 88 0 33 139 49 221 152 221 373 661 915 1576 05:45 PM 0 0 42 7 49 0 0 0 0 0 0 2 63 0 65 0 43 141 51 235 114 235 349 611 917 1528 TOTALS 0 0 478 45 523 0 0 0 0 0 0 45 639 0 684 0 293 1084 412 1789 1207 1789 2996 PK HR 0 0 277 23 300 0 0 0 0 0 0 24 337 0 361 0 133 572 210 915 661 915 1576 PERCENT 0% 92% 8% 100% ERR ERR ERR ERR 7% 93% 0% 100% 15% 63% 23% 100% PHF ERR 0.92 0.82 0.91 ERR ERR ERR ERR 0,75 0.90 ERR 0.91 0.85 0.96 0.80 0.95 COMMITTED DEVELOPMENT TRAFFIC 4 —11/6 16/8 4 4/21 1_ER ST SW 1stST NEO LOFTS 2J12 w N 01 111, 2/12 1/6 2/7 N N SW 8th AVE w w n 4/24 `v4. SW 5th AVE v�'GL �3/12 SW 1stST SW 8th AVE SW 7th AVE 6/21 THE CITADEL 1 & 11 w LEGEND SW 5th AVE 4 NEC? LOFTS 464 W FLAGLER 199 DU CONDO NTS BRISAS DEL MAR 556 W FLAGLER 160 DU APTS THE CITADEL I & II 618 SW 1ST STREET 100 DU CONDO 100/200 = AM/PM PEAK HOUR PROJECT TRAFFIC IN VEHICLES PER HOUR • • • RAW DATA NB EB SB WB L LT T RT LT T RT LT T RT LT T RT W. FLAGLER STREET & W. 8TH 253 246 25 53 115 10 37 158 146 36 475 31 AM W. FLAGLER STREET & W. 8TH 215 265 27 30 60 10 51 206 176 58 1130 48 PM SW 1ST STREET & W. 8TH AVENUE 0 268 42 252 865 115 16 174 0 0 0 0 AM SW 1ST STREET & W. 8TH AVENUE 0 337 24 210 572 133 23 277 0 0 0 0 PM W. FLAGLER STREET & W. 6TH 0 0 0 0 154 37 8 10 42 57 396 0 AM W. FLAGLER STREET & W. 6TH 0 0 0 0 78 61 4 16 62 84 1050 0 PM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 874 43 38 61 0 0 0 0 AM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 515 75 60 99 0 0 0 0 PM FDOT SEASONAL FACTOR 1.01 AADT ADJUSTED DATA NB EB SB WB LT T RT LT T RT LT T RT LT T RT W. FLAGLER STREET & W. 8TH 256 248 25 54 116 10 37 160 147 36 480 31 AM W. FLAGLER STREET & W. 8TH 217 268 27 30 61 10 52 208 178 59 1141 48 PM SW 1ST STREET & W. 8TH AVENUE 0 271 42 255 874 116 16 176 0 0 0 0 AM SW 1ST STREET & W. 8TH AVENUE 0 340 24 212 578 134 23 280 0 0 0. 0 PM W. FLAGLER STREET & W. 6TH 0 0 0 0 156 37 8 10 42 58 400 0 AM W. FLAGLER STREET & W. 6TH 0 0 0 0 79 62 4 16 63 85 1060 0 PM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 883 43 38 62 0 0 0 0 AM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 520 76 61 100 0 0 0 0 PM CHANTICLEER January 14, 2004 • • • FDOT PEAK SEASONAL FACTOR 1.024 PEAK SEASON ADJUSTED DATA NB EB SB WB LT T RT LT T RT LT T RT LT T RT W. FLAGLER STREET & W. 8TH 262 254 26 55 119 10 38 163 151 37 491 32 AM W. FLAGLER STREET & W. 8TH 222 274 28 31 62 10 53 213 182 60 1169 50 PM SW 1ST STREET & W. 8TH AVENUE 0 277 43 261 895 119 17 180 0 0 0 0 AM SW 1ST STREET & W. 8TH AVENUE 0 349 25 217 592 138 24 286 0 0 0 0 PM W. FLAGLER STREET & W. 6TH 0 0 0 0 159 38 8 10 43 59 410 0 AM W. FLAGLER STREET & W. 6TH 0 0 0 0 81 63 4 17 64 87 1086 0 PM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 904 44 39 63 0 0 0 0 AM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 533 78 62 102 0 0 0 0 PM PI -IF NB EB SB WB LT T RT LT T RT LT T RT LT T RT W. FLAGLER STREET & W. 8TH 0.87 0.83 0.78 0.74 0.85 0.62 0.62 0.92 0.89 0.75 0.86 0.70 AM W. FLAGLER STREET & W. 8TH 0.96 0.90 0.75 0.83 0.79 0.62 0.85 0.89 0.85 0.85 0.89 0.75 PM SW 1ST STREET & W. 8TH AVENUE ERR 0.86 0.88 0.89 0.93 0.85 0.67 0.82 ERR ERR ERR ERR AM SW 1ST STREET & W. 8TH AVENUE ERR 0.90 0.75 0.80 0.96 0.85 0.82 0.92 ERR ERR ERR ERR PM W. FLAGLER STREET & W. 6TH ERR ERR ERR ERR 0.73 0.58 1.00 0.42 0.75 0.68 0.92 ERR AM W. FLAGLER STREET & W. 6TH ERR ERR ERR ERR 0.70 0.85 0.50 0.80 0.65 0.81 0.93 ERR PM SW 1ST STREET & W. 6TH AVENUE ERR ERR ERR ERR 0.95 0.83 0.79 0.64 ERR ERR ERR ERR AM SW 1ST STREET & W. 6TH AVENUE ERR ERR ERR ERR 0.93 0.72 0.75 0.82 ERR ERR ERR_ ERR PM CHANTICLEER January 14, 2004 • EXISTING AADT NB EB SB WB LT T RT LT T RT LT T RT LT T RT W. FLAGLER STREET & W. 8TH AVENUE 256 248 25 54 116 10 37 160 147 36 480 31 AM W. FLAGLER STREET & W. 8TH AVENUE 217 268 27 30 61 10 52 208 178 59 1141 48 PM SW 1ST STREET & W. 8TH AVENUE 0 271 42 255 874 116 16 176 0 0 0 0 AM SW 1ST STREET & W. 8TH AVENUE 0 340 24 212 578 134 23 280 0 0 0 0 PM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 156 37 8 10 42 58 400 0 AM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 79 62 4 16 63 85 1060 0 PM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 883 43 38 62 0 0 0 0 AM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 520 76 61 100 0 0 0 0 PM GROWTH FACTOR 1.06 FUTURE BACKGROUN©AA©T NB EB SB WB L LT T RT LT .... T RT LT T RT LT T RT W. FLAGLER STREET & W. 8TH AVENUE 271 264 27 57 123 11 40 169 156 39 509 33 AM W. FLAGLER STREET & W. 8TH AVENUE 230 284 29 32 64 11 55 221 189 62 1211 51 PM SW 1ST STREET & W. 8TH AVENUE 0 287 45 270 927 123 17 186 0 0 0 0 AM SW 1ST STREET & W. 8TH AVENUE 0 361 26 225 613 143 25 297 0 0 0 0 PM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 165 40 9 11 45 61 424 0 AM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 84 65 4 17 66 90 1125 0 PM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 936 46 41 65 0 0 0 0 AM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 552 80 64 106 0 0 0 0 PM CHANTICLEER January 14, 2004 • • • �OMMITTED DEVELOPMENT TRAFFIC NB EB SB EB LT T RT LT T RT LT T RT LT T RT N. FLAGLER STREET & W. 8TH AVENUE 18 19 0 0 5 0 2 4 0 16 11 0 AM N. FLAGLER STREET & W. 8TH AVENUE 8 9 0 0 17 0 12 19 0 8 17 0 PM 3W 1ST STREET & W. 8TH AVENUE 0 37 6 0 6 0 4 0 0 0 0 0 AM 3W 1ST STREET & W. 8TH AVENUE 0 17 31 0 31 0 19 0 0 0 0 0 PM N. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 4 3 0 0 27 11 0 0 AM N. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 23 17 0 0 14 53 0 0 PM 7W 1ST STREET & W. 6TH AVENUE 0 0 0 0 10 6 10 4 0 0 0 0 AM 3W 1ST STREET & W. 6TH AVENUE 0 0 0 0 60 21 52 18 0 0 0 0 PM =UTURE WITHOUT PROJECT NB EB SB EB LT T RT LT T RT LT T RT LT T RT N. FLAGLER STREET & W. 8TH AVENUE 289 283 27 57 128 11 42 173 156 55 520 33 AM N. FLAGLER STREET & W. 8TH AVENUE 238 293 29 32 81 11 67 240 189 70 1228 51 PM 3W 1ST STREET & W. 8TH AVENUE 0 324 51 270 933 123 21 186 0 0 0 0 AM 3W 1ST STREET & W. 8TH AVENUE 0 378 57 225 644 143 44 297 0 0 0 0 PM N. FLAGLER STREET & W. 6TH AVENUE 0 0 0 . 0 169 43 9 11 72 72 424 0 AM N. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 107 82 4 17 80 143 1125 0 PM 3W 1ST STREET & W. 6TH AVENUE 0 0 0 0 946 52 51 69 0 0 0 0 AM 3W 1ST STREET & W. 6TH AVENUE 0 0 0 0 612 101 116 124 0 0 0 0 PM .HANTICLEER Ianuary 14, 2004 • • PROJECT TRAFFIC NB EB SB EB LT T RT LT T RT LT T RT LT T RT W. FLAGLER STREET & W. 8TH AVENUE 20 21 14 0 15 0 14 2 0 0 0 0 AM W. FLAGLER STREET & W. 8TH AVENUE 19 21 21 0 20 0 21 1 0 0 0 0 PM SW 1ST STREET & W. 8TH AVENUE 0 55 2 0 16 0 2 0 0 0 0 0 AM SW 1ST STREET & W. 8TH AVENUE 0 61 1 0 21 0 1 0 0 0 0 0 PM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 57 0 0 0 0 28 0 0 AM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 0 82 0 0 0 36 0 0 PM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 6 0 52 70 0 0 0 0 AM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 3 0 54 69 0 0 0 0 PM FUTURE WITH PROJECT NB EB SB EB LT T RT LT T RT LT T RT LT T RT W. FLAGLER STREET & W. 8TH AVENUE 309 304 41 57 143 11 56 175 156 55 520 33 AM W. FLAGLER STREET & W. 8TH AVENUE 257 314 50 32 101 11 88 241 189 70 1228 51 PM SW 1ST STREET & W. 8TH AVENUE 0 379 53 270 949 123 23 186 0 0 0 0 AM SW 1ST STREET & W. 8TH AVENUE 0 439 58 225 665 143 45 297 0 0 0 0 PM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 226 43 9 11 72 100 424 0 AM W. FLAGLER STREET & W. 6TH AVENUE 0 0 0 0 107 164 4 17 80 179 1125 0 PM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 952 52 103 139 0 0 0 0 AM SW 1ST STREET & W. 6TH AVENUE 0 0 0 0 615 101 170 193 0 0 0 0 PM CHANTICLEER January 14, 2004 LAND USE CODE SIZE UNITS DAILY ENTER EXIT TOTAL OFFICE 710 19810 SF 191 191 383 RETAIL 814 7500 SF 153 153 305 RESIDENTIAL 230 245 DU 697 697 1394 1041 1041 2082 ORIGINS FROM TO DAILY DEMAND BALANCED OFFICE OFFICE 2% 4 4 RETAIL 22% 42 6 RESIDENTIAL 2% 4 4 RETAIL OFFICE 3% 5 5 RETAIL 30% 46 43 RESIDENTIAL 11% 17 17 RESIDENTIAL OFFICE N/A 0 0 RETAIL 38% 265 14 RESIDENTIAL N/A 0 0 92 DESTINATIONS TO FROM DAILY DEMAND BALANCED OFFICE OFFICE 2% 4 4 RETAIL 15% 29 5 RESIDENTIAL N/A 0 0 RETAIL OFFICE 4% 6 6 RETAIL 28% 43 43 RESIDENTIAL 9% 14 14 RESIDENTIAL OFFICE 3% 42 4 RETAIL 33% 460 17 RESIDENTIAL N/A 0 0 92 NTICLEER ,ry 14, 2004 OFFICE TOTAL INTERNAL EXTERNAL %EXTERNAL ENTER 191 5 187 97.61 % EXIT 191 10 181 94, 81 % TOTAL 383 15 368 96.21 % % 100% 4% 96°/0 RETAIL TOTAL INTERNAL EXTERNAL %EXTERNAL ENTER 153 20 133 87.00% LEXIT 153 21 131 86.00% TOTAL 305 41 264 86.50% % 100% 13% 87% RESIDENTIAL TOTAL INTERNAL EXTERNAL %EXTERNAL ENTER 697 21 676 97.04% EXIT 697 14 683 98.03% TOTAL 1394 34 1360 97.54% % 100% 2% 98% TOTAL TOTAL INTERNAL EXTERNAL %EXTERNAL ENTER 1041 45 996 95.68% EXIT 1041 45 996 95.68% TOTAL 2082 90 1992 95.68% % 100% 4% 96% NTICLEER ry 14, 2004 AM INBOUND Project: CHANTICLEER Analyst: J. Ahlstedt Date: 1/11/2004 Control System: Card Reader Input Data Arrival Rate 16 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 0.047 Average Number in Queue Lq 0.002 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 96% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 4% Probability That Waiting Time is Less Than Threshold Time Service Level 99% Average Server Utilization Util 4% Average Time Customer Spends In System W 10 Seconds Average Time Customer Spends In Queue Wq 0 Seconds Probability Distribution of Number of Customers in System PrState % l00% 0 95.56% 1 4.25% a0% 2 0.19% 3 0.01% ark i 4 0.00% 7fla b 0.00% a 6 0.00% 60% 7 0.00% 8 0.00% 50% 0 9 0.00% rr .. 40% 10 0.00% I 11 0.00% 30% I 12 0.00% 13 0.00% 20% 14 0.00% io% 15� 0.00% T T- 16 0.00% o% 0— N CO V u) (0 3— a) rn 0- N co -1- u) COP- m CD 17� . 0.00% Number of Customers In System 18 0.00% 19 0.00% 20 0.00% Page 1 AM INBOUND • • • Cummulative Probability of Number of Customers in System 100% 99% 98% 9 7 % .c 0 y E 96'36 0 95% 94% 93% 1 rim II' IIIIM I Illi IIII .... mom min mil IIIIIII win smirmilimmi I" 1 r III NIIIIII 1 1 ilimil ilin 1 Tull' 1 .111.11 1 • mum" .."TIIIIIIIIIIIII mum 11"."11 Hil ow !rim" -um inim moil Nun Imilimmi ii ... ��III��II , .. ACC.... .1.. .......... o 1 2 3 4 s Number of Customers in ystem 45 16 17 1$ 19 20 Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 % 95.56% 99.80% 99.99% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% Page 2 AM OUTBOUND Project: CHANTICLEER Analyst: J. Ahlstedt Date: 1 /11 /2004 Control System: Card Reader Input Data Arrival Rate 78 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 0.277 Average Number in Queue Lq 0.060 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 78% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 22% Probability That Waiting Time is Less Than Threshold Time Service Level 93% Average Server Utilization Util 22% Average Time Customer Spends In System W 13 Seconds Average Tirne Customer Spends In Queue Wq 3 Seconds Probability Distribution of Number of Customers in System PrState % 13 0 78.33% 1 16.97% 70% 2 3.68% 3 0.80% 4 0.17% 5 0.04% 6 0.01% z,50% — s 7 0.00% 8 0.00% iv 4(J% © 9 0.00% a` 10 0.00% 30%_ 11 0.00% 12 0.00% 20% 13 0.00% ak `, 3, 14 0.00% 1o% 15 0.00% s - 16 o 0.00% o — cv Cr) "r En CD r ao CD o rc CI V' us co +— co CD o 17 0.00% Number of Customers In System 18 0.00% 19 0.00% 20 0.00% Page 3 AM OUTBOUND • • 100% 80% 70% 20% 10% 0% Cummulative Probability of Number of Customers in System 0 1 2 3 4 5Number of Custoomers n 5lystern 15 16 17 18 19 20 Number 0 78.33% 95.31% 2 98.98% 3 99.78% 99.95% 5 99.99% 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 4 PM INBOUND • Project: CHANTICLEER Analyst: J. Ahistedt Date: 1 /11 /2004 Control System: Card Reader Input Data Arrival Rate 78 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 0.277 Average Number in Queue Lq 0.060 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 78% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 22% Probability That Waiting Time is Less Than Threshold Time Service Level 93% Average Server Utilization Util 22% Average Time Customer Spends In System W 13 Seconds Average Time Customer Spends In Queue Wq 3 Seconds Probability Distribution of Number of Customers in System PrState % sow 0 78.33% 1 16.97% 7Q% 2 3.68% 3 0.80% 4 0.17% 60% 5 0.04% 0.01 sock •6_ 7 0.00% 8 0.00% raa �og6 9 0.00% 10 0.00% 30% 11 0.00%20% 12 0.00% 13 0.00% x,' 14 0.00% 10 15 0.00% 16 0.00%_ N to v to (0 n co rn o ,• e3 in v_ to co co 1 CDQ. 17 0.00% Number of Customers In System 18 0.00% 19 0.00% 20 0.00% Page 5 PM INBOUND • o • Cummulative Probability of Number of Customers in System 70% 30% 20% 10% 0% 0 1 2 3 4 Number of Customers in bystem 15 16 17 18 19 20 Number' % 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 78.33% 95.31% 98.98% 99.78% 99.95% 99.99% 100.00%a 100.00% 100.00% 100.00% 100.00%a 100.00% 100. 00%n 100.00% —100.00%0 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% Page 6 PM OUTBOUND • Project: CHANTICLEER Analyst: J. Ahlstedt Date: 1 /11 /2004 Control System: Card Reader Input Data Arrival Rate 39 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 0.121 Average Number in Queue Lq 0.013 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 89% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 11 %© Probability That Waiting Time is Less Than Threshold Time Service Level 97% Average Server Utilization Util 11% 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 PrState % p��/ 0 89.17% 1 9.66% W O 2 1.05% To% 3 0.11% 4 0.01% 5 0.00% AN ��i3% 6 0.00% 7 0.00%a $$a 8 0.00%© 9 0.00% o 40% a_ 10 0.00% 3o% 11 0.00% 12 0.00% 2o' 13 0.00% 14 0.00% look 15 0.00% ca .- (� c*) v an ID co cn ca tN uz cfl r� w cn R 17 0.00% Number of Customers In System 18 0.00% 19 0.00% 20 0.00% Page 7 PM OUTBOUND Cummulative Probability of Number of Customers in System 100% 9e% 96% 94% 92% 0 L E 0 88% 86% 84% 82% 0 1 2 3 4 5 Number of Customers in ystef1'115 16 17 18 19 20 Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 % 89.17% 98.83% 99.87% 99.99% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00°l0 100.00% 100.00% 100.00% 100.00% 100.00% 100,00% 100.00% 100.00%a 100.00% 100.00% Page 8 AM INBOUND • • Project: CHANTICLEER Analyst: J. Ahistedt Date: 1 /11 /2004 Control System: Card Reader 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 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% Probability That an Arriving Customer Will Have To Wait PrWait 9% Probability That Waiting Time is Less Than Threshold Time Service Level 98% 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 t00% 90% PrState % l 0 90.83% 1 8.33% 2 0.76% 3 0.07% go% 4 0.01% 70% 5 0.00% sa% 6 0.00% 7 0.00% = :13 8 0.00% 5C)% o L 9 0.00% a 0% 10 0.00% 30% 11 0.00% 12 0.00% 13 0.00% 20% 14 0.00% 10% 15 0.00% o%- r , 16 0.00% .— N cn In co r CO m c3 N v 1.0 c0 ti as rn . to. 17 0.00% Number of Customers In System 18 0.00% 19 0.00%' 20 0.00% Page 1 AM INBOUND Cummulative Probability of Number of Customers in System 100% 98% 96% 94% a a 0 4- E E 92% 90% 88% 86% Immo 111111 III il 1.11111 Ilium moll mill'. 11111111....11 1.11111 IIIIIIIIIIIII IIIIIIIIIIII1 MIDI M11111111111 MI lil 1 111111 1E11 I I'll NO 1111i111 IIN III II II Num• I 111- II 1'11111 11 11111 III I 1. Il 1111 11111 mil li lull. 1.11111 IIIIIIIIIIII1 pollIIII IIIIIIIIIIII1 III Ilium Immo' ii. 1111.111 moll II III 11111111 111111 II 1111111011111111111 II I'll 111111111E1111 11 II 11111111111111 II 11111111111111 II 1111111 111111 III 11 Q 1 2 3 4 5 Number of Customers In bysfemi5 16 17 18 19 20 Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 90.83% 99.16% 99.92% 99.99% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00%° 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% Page 2 AM OUTBOUND Project: CHANTICLEER Analyst: J. Ahlstedt Date: 1111 /2004 Control System: Card Reader Input Data Arrival Rate 5 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 0.014 Average Number in Queue Lq 0.000 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 99% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 1 % Probability. That Waiting Time is Less Than Threshold Time Service Level 100% Average Server Utilization UN 1 % Average Time Customer Spends In System W 10 Seconds Average Time Customer Spends In Queue Wq 0 Seconds Probability Distribution of Number of Customers in System PrState % t00% 50% 0 98.61% 1 1.37% 2 0.02°%% 3 0.00% 80% 4 0.00% 70% 5 0.00% ' & % 6 0.00% 7 0.00°i° :� al 50% 8 0.00% 9 0.00% 2 a. 40% 10 0.00% 30% .. i--° 11 0.00% 12 0.00% 20% 13 0.00% 14 0.00% 15 0.00% o% M22� 16 0.00% � N CO � v r u) CO rn a N Cl +n CO r r m CD2 17 0.00% Number of Customers In System 18 0.00% 19 0.00% 20 0.00% Page 3 AM OUTBOUND Cummulative Probability of Number of Customers in System 100% 98% 98% 0 1 2 3 4 Number Of Customers in Stem 15 16 17 18 19 20 Number 0 1 2 3 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 98.61% 99.98% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00%, Page 4 PM INBOUND Project: CHANTICLEER Analyst: J. Ahlstedt Date: 1 /11 /2004 Control System: Card Reader Input Data Arrival Rate 12 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 0.034 Average Number in Queue Lq 0.001 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 97% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 3% Probability That Waiting Time is Less Than Threshold Time Service Level 99% Average Server Utilization Util 3% Average Time Customer Spends In System W 10 Seconds Average Time Customer Spends In Queue Wq 0 Seconds Probability Distribution of Number of Customers in System PrState % 100% sod 0 96.67% 1 3.22% 2 0.11 % 3 0.00% ao% 4 0.00% 70'36 . 5 0.00% A*. 6d°b 6 0.00% 35 7 0.00% 8 0.00% cst 50% o 9 0.00% D. ` 10 0.00% 30%11 0.00% 12 0.00% 13 0.00% 20% 4 14 0.00% 0 , 15 0.00% 0% 16 0.00% N m 'tr u, cp r~ co rn ca N CO Nr 1.11 (!) n co CD 0 17 0.00% Number of Customers in System 18 0.00% 19 0.00% 20 0.00% Page 5 PM INBOUND Cummulative Probability of Number of Customers in System 100% 1U % 99% 99% 97% 96% 96% 95% 0 1 2 3 4 5 Number of Customers in Slystert,15 16 17 18 19 20 Number 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19, 96.67% 99.89% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% Page 6 PM OUTBOUND Project: CHANTICLEER Analyst: J. Ahlstedt Date: 1 /11 /2004 Control System: Card Reader Input Data Arrival Rate 61 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 0.204 Average Number in Queue Lq 0.035 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 PrBa[k 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 Util 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 83.06% 1 14.07% 8C}96 2 2.38% 3 0.40% 4 0.07% 5 0.01% 8 0.00% r 7 0.00% 50% co 8 0.00% 0 40% o. 9 0.00% 10 0.00% 30% 11 0.00% "; 12 0.00% 20% ' 13 0.00% 0.00% lotx,14 15 0.00% 16 0.00% €}96� 0 — N rn LC) co r- m o= Cr <- N v €0 cD CO 0) o 17 0.00% Number of Customers In System 18 0.00% 19 0.00% 20 0.OQ% Page 7 PM OUTBOUND • s Cummuiative Probability of Number of Customers in System 80% z, 0 0 a) E E 20% 4 1 2 3 Number of Customers in syst fCf 15 16 17 18 19 20 Number % 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19� 20 83.06% 97.13°/a 99.51 % 99.92% 99.99%T 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00% 100.00°/a 100.00% 100.00°/© 100.00% 100.00% 100.00% Page 8