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HomeMy WebLinkAboutTraffic Impact Analysis III• • • PEAK SEASON CALCULATIONS Future Conditions With Project Levels of Service HCS2000: Signalized Intersections Release 4.1d • • Analyst: J. AHLSTEDT Agency: Date: 6/22/2004 Period: AM PEAK HOUR Project ID: PREMIERE TOWERS - E/W St: SE 7TH STREET No. Lanes LGContig Volume Lane Width RTOR Vol Eastbound L T R Inter.: 3449 Area Type: All other areas Jurisd: Year : FUTURE WITH PROJECT PEAK SEASON N/S St: MIAMI AVENUE SIGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R L T R 0 0 0 0 2 1 T R 607 31 11.0 11.0 0 Southbound L T R 1 2 0 L LT 466 751 11.0 11.0 0 0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 EB Left Thru Right Peds WB Left Thru P Right P Peds NB Right SB Right Green 31.0 Yellow 4.0 All Red 1.0 Appr/ Lane Grp Lane Group Capacity NB Left Thru Right Peds SB Left Thru Right Peds EB Right WB Right Intersection Performance Adj Sat Ratios Flow Rate (s) v/c g/C 5 A A 6 7 8 60.0 4.0 0.0 Cycle Length: 100.0 secs Summary Lane Group Approach Delay LOS Delay LOS Eastbound Westbound T 1050 R 470 Northbound T, 1016 LT 2033 Southbound 3388 0.71. 0.31 34.7 C 1516 0.10 0.31 25.0 C 1694 0.56 0.60 12.7 B 3388 0.54 0.60 12.2 B Intersection Delay = 19.4 (sec/veh) 34.1 C 12.4 B Intersection LOS = B HCS2000: Signalized Intersections Release 4.1d • • • Analyst: J. AHLSTEDT Inter.: 3449 Agency: Area Type: All other areas Date: 6/22/2004 Jurisd: Period: PM PEAK HOUR Year : FUTURE WITH PROJECT Project ID: PREMIERE TOWERS - PEAK SEASON E/W St: SE 7TH STREET N/S St: MIAMI AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 0 0 0 2 1 T R 1230 62 11.0 11.0 0 1 2 0 L LT 812 650 11.0 11.0 0 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 A Thru Thru A Right Right Peds Peds WE Left SE Left Thru P Thru Right P Right Peds Peds NB Right EB Right SB Right WE Right Green 36.0 35.0 Yellow 4.0 4.0 All Red 1.0 0.0 Cycle Length: 80.0 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 Westbound T 1525 3388 0.94 0.45 33.3 C 32.1 C R 682 1516 0.13 0.45 13.3 E Northbound L 741 1694 1.34 0.44 182.8 F LT 1482 3388 0.65 0.44 18.6 B 102.2 F Southbound Intersection Delay - 71.4 (sec/veh) Intersection LOS = E • • HCS2000: Signalized Intersections Release 4.1d Analyst: J. AHLSTEDT Inter.: 2240 Agency: Area Type: All other areas Date: 6/22/2004 Jurisd: Period: AM PEAK HOUR Year : FUTURE WITH PROJECT Project ID: PREMIERE TOWERS - PEAK SEASON E/W St: SW 7TH STREET N/S St: SW 1ST AVENUE SIGNALIZED INTERSECTION SUMMARY No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R 0 0 0 Westbound 1 Northbound L T R 1 L T R 0 3 0 1 0 0 0 LT 1 317 1305 11.0 1 1 Southbound L T R 0 2 1 T R 501 92 12.0 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 Thru Right Right Peds Peds WB Left P SE Left Thru P Thru A Right Right A Peds Peds NB Right EB Right SE Right WB Right Green 38.0 51.0 Yellow 4.0 4.0 All Red 2.0 1.0 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 Westbound LT 1841 4846 1.04 0.38 63.6 E 63.6 Northbound Southbound. T 1841 3610 0.35 0.51 14.7 B 14.5 B R 824 1615 0.16 0.51 13.1 B Intersection Delay = 49.5 (sec/veh) Intersection LOS = D HCS2000: Signalized Intersections Release 4.1d Analyst: J. AHLSTEDT Agency: Date: 6/22/2004 Period: PM PEAK HOUR Project ID: PREMIERE TOWERS E/W St: SW 7TH STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R Inter.: 2240 Area Type: All other areas Jurisd: Year : FUTURE WITH PROJECT - PEAK SEASON N/S St: SW 1ST AVENUE SIGNALIZED INTERSECTION SUMMARY Westbound Northbound L• T R L T R Southbound L T R 0 0 0 0 3 0 LT 353 2181 11.0 0 0 0 0 2 1 T R 559 251 12.0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 8 EB Left NB Left Thru Thru Right Right Peds Peds WB Left P SE Left Thru p Thru A Right Right A Peds Peds NE Right EB Right SB Right WE Right Green 36.0 35.0 Yellow 4.0 4.0 All Red 1.0 0.0 Cycle Length: 80.0 secs Intersection Performance Summary Appr/ Lane Grp Lane Group Capacity Adj Sat Flow Rate (s) 5 6 7 Ratios Lane Group Approach v/c g/C Delay LOS Delay LOS Eastbound Westbound LT 2184 4853 Northbound Southbound 1.49 0.45 243.1 F 243.1 T 1579 3610 0.47 0.44 16.1 B 16.1 B R 707 1615 0.44 0.44 16.1 B Intersection Delay = 187.8 (sec/veh) Intersection LOS = F • HCS2000: Signalized Intersections Release 4.1d • • • Analyst: J. AHLSTEDT Agency: Date: 6/22/2004 Period: AM PEAK HOUR Project ID: PREMIERE TOWERS E/W St: SW 8TH STREET No. Lanes LGConfig Volume Lane Width RTOR Vol Inter.: 2245 Area Type: All other areas Jurisd: Year : FUTURE WITH PROJECT PEAK SEASON N/S St: SW 1ST AVENUE SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 3 0 TR 2329 445 11.0 0 0 0 0 0 0 0 1 2 0 I LT 467 305 12.0 12.0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 EB Left Thru P Right P Peds WB Left Thru Right Peds NB Right SB Right Green 69.0 Yellow 4.0 All Red 0.0 Appr/ Lane Grp Lane Group Capacity Intersection Adj Sat Flow Rate (s) 5 6 7 8 NB Left Thru Right Peels SB Left A Thru A Right Peds EB Right WB Right 23.0 4.0 0.0 Cycle Length: 100.0 secs Performance Summary Ratios Lane Group Approach v/c g/C Delay LOS Delay LOS Eastbound TR Westbound 2953 4280 1.08 0.69 59.6 E 59.6 E Northbound Southbound L 415 LT 830 1805 1.31 0.23 193.7 F 3610 0.52 0.23 34.2 C 123.3 F Intersection Delay = 74.4 (sec/veh) Intersection LOS = E HCS2000: Signalized Intersections Release 4.1d Analyst: J. AHLSTEDT Inter.: 2245 Agency: Area Type: All other areas Date: 6/22/2004 Jurisd: Period: PM. PEAK HOUR Year : FUTURE WITH PROJECT Project ID: PREMIERE TOWERS - PEAK SEASON E/W St: SW 8TH STREET N/S St: SW 1ST AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R I L T R L T R Southbound L T R 0 3 0 0 0 0 TR 1289 274 11.0 0 0 0 0 1 2 0 L LT 342 534 12.0 12.0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left Thru P Thru Right P Right Peds Peds WB Left SIB Left A Thru Thru A Right Right Peds Peds NB Right EB Right SB Right WB Right Green 34.0 38.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 80.0 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 1815 4270 1.09 0.43 75.0 E 75.0 5 Westbound Northbound Southbound L 857 LT 1715 1805 0.53 0.47 15.3 B 3610 0.41 0.47 13.9 B 14.4 B Intersection Delay =: 52.8 (sec/veh) Intersection LOS = D • HCS2000: Signalized Intersections Release 4.1d • • Analyst: J. AHLSTEDT Inter.: 2257 Agency: Area Type: All other areas Date: 6/22/04 Jurisd: Period: AM PEAK HOUR Year : FUTURE WITH PROJECT Project ID: PREMIERE TOWERS PEAK SEASON E/W St: CORAL WAY N/S St: SW 1ST AVENUE SIGNALIZED INTERSECTION SUMMARY J Eastbound Westbound Northbound 1 L Southbound L T R No. Lanes 1 0 2 0 LGConfig 1 TR Volume 1 1240 75 Lane Width 1 11.0 RTOR Vol 1 0 0 2 0 LT 52 430 11.0 0 1 0 LTR 32 0 115 11.0 0 1 1 1 L T R 146 288 291 11.0 11.0 11.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 ER Left 1 NB Left A Thru P 1 Thru A Right P 1 Right A Peds 1 Peds WB Left P 1 SR Left A Thru P 1 Thru A Right 1 Right A Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right Green 36.0 16.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 60.0 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 2012 3353 0.71 0.60 10.6 B 10.6 B Westbound LT 1390 2316 0.42 0.60 7.3 A 7.3 A Northbound LTR 204 764 1.63 0.27 327.8 F 327.8 Southbound L 196 735 1.01 0.27 87.6 F T 475 1783 0.77 0.27 27.8 C 96.8 F R 404 1516 1.24 0.27 150.5 F Intersection Delay = 67.9 (sec/veh) Intersection LOS m E HCS2000: Signalized Intersections Release 4.1d Analyst: J. AHLSTEDT Agency: Date: 6/22/04 Period: PM PEAK HOUR Project ID: PREMIERE E/W St: CORAL WAY Inter.: 2257 Area Type: All other areas Jurisd: Year : FUTURE WITH PROJECT TOWERS - PEAK SEASON N/S St: SW 1ST AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R SIGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R L T R Southbound L T R 0 2 0 TR 524 54 11.0 0 0 2 0 LT 15 1133 11.0 0 1 0 LTR 127 0 22 11.0 0 1 1 1 L T R 61 132 371 11.0 11.0 11.0 0 Duration 0.25 Phase Combination 1 EB Left Thru P Right P Peds WB Left P Thru P Right Peels NB Right SB Right Green 33.0 Yellow 4.0 All Red 0.0 Appr/ Lane Grp Lane Group Capacity Area Type: A11 other areas Signal Operations 2 3 4 NB Left Thru Right Peds SB Left Thru Right Peds KB Right WB Right 5 6 A A A A A A 19.0 4.0 0.0 Cyc.1.e Length: 60.0 Intersection Performance Summary Adj Sat Flow Rate (3) secs Ratios Lane Group Approach v/c g/C Delay LOS Delay LOS Eastbound TR 1834 3334 Westbound LT 1740 3163 Northbound LTR 307 971 0.33 0.55 7.9 A 7.9 A 0.76 0.55 13.6 B 13.6 B 0.72 0.32 25.9 C 25.9 c Southbound L 382 1205 0.25 T 565 1783 0.28 R 480 1516 0.92 Intersection Delay = 18.1 • 0.32 15.6 B 0.32 15.7 B 32.9 C 0.32 42.9 D (sec/veh) Intersection LOS mm B HCS2000: Signalized Intersections Release 4.1d Analyst: J. AHLSTEDT Inter.: 2256 Agency: Area Type: All other areas Date: 6/22/04 Jurisd: Period: AM PEAK HOUR Year : FUTURE WITH PROJECT Project ID: PREMIERE TOWERS - PEAK SEASON E/W St: CORAL WAY N/S St: MIAMI AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 2 0 DefL TR 550 907 51 12.0 11.0 0 0 2 0 LTR 6 378 122 11.0 0 0 2 0 LTR 21 456 58 11.0 0 0 2 0 LTR 49 67 25 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 5 NB Left A Thru P Thru A Right 5 Right A Peds Peds WB Left P SB Left A Thru P Thru A Right P Right A Peds Peds NB Right EB Right SS Right WB Right Green 32.0 18.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.0 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 DefL 426 798 1.42 0.53 215.4 F TR 944 1770 1.20 0.53 115.2 1 150.0+ F Westbound LTR 1607 3013 0.35 0.53 8.6 A 8.6 A Northbound LTR 929 3098 0.73 0.30 21.7 C 21.7 C Southbound LTR 632 2105 0.32 0.30 16.6 B 16.6 B Intersection Delay = 89.2 (sec/veh) Intersection LOS = F • HCS2000: Signalized Intersections Release 4.1d • • Analyst; J. AHLSTEDT Inter.: 2256 Agency: Area Type: All other areas Date: 6/22/04 Jurisd: Period: PM PEAK HOUR Year : FUTURE WITH PROJECT Project ID: PREMIERE TOWERS -- PEAK SEASON E/W St: CORAL WAY N/S St: MIAMI AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 2 0 DefL TR 273 539 45 12.0 11.0 0 0 2 0 LTR 22 1038 172 11.0 0 0 2 0 LTR 61 334 35 11.0 0 0 2 0 LTR 29 138 186 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 P NB Left A Thru P Thru A Right P Right A Peds Peds WB Left P SB Left A Thru P Thru A Right P Right A Peds Peds NB Right EB Right SB Right WB Right Green 33.0 17.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.0 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 DefL 123 TR 970 224 2.31 0.55 627.3 F 1763 0.64 0.55 12.6 B 205.7 F Westbound LTR 1707 3103 0.84 0.55 16.3 B 16.3 B Northbound LTR 737 2601 0.73 0.28 23.0 C 23.0 C Southbound LTR 765 2699 0.65 0.28 21.0 C 21.0 C Intersection Delay = 68.9 (sec/veh) Intersection LOS - E HCS2000: Signalized Intersections Release 4.1d • • • Analyst: J. AHLSTEDT Inter.: 2244 Agency: Area Type: All other areas Date: 6/22/2004 Jurisd: Period: AM PEAK HOUR Year : FUTURE WITH PROJECT Project ID: PERMTERE TOWERS - PEAK SEASON - MODIFIED TIMING E/W St: SE 8TH STREET N/S St: MIAMI AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 0 3 0 LT 416 1959 11.0 0 0 0 0 3 0 TR 907 102 11.0 0 0 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 Thru P Thru A Right Right A Peds Peds W13 Left SP Left Thru Thru Right 1 Right Peds 1 Peds NB Right 1 EB Right SB Right I WB Right Green 61.0 31.0 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 Ea stbound LT 2647 4340 1.01 0.61 40.5 0 40.5 D Westbound Northbound TR 1334 4304 0.97 0.31 52.9 D 52.9 D Southbound Intersection Delay = 44.6 (sec/veh) Intersection LOS = D HCS2000: Signalized Intersections Release 4.1d • • • Analyst: J. AHLSTEDT Inter.: 2240 Agency: Area Type: All other areas Date: 6/22/2004 Jurisd: Period: PM PEAK HOUR Year : FUTURE WITH PROJECT Project ID: PERMIERE TOWERS - PEAK SEASON - MODIFIED TIMING E/W St: SW 7TH STREET N/S St: SW 1ST AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound j Northbound L T R L T R j L T R Southbound L T R 0 0 0 0 3 0 1 0 0 0 LT 353 2181 11.0 0 2 1 T R 559 251 12,0 12.0 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EP Left NB Left Thru Thru Right Right Peds Peds WB Left P SB Left Thru P Thru A Right Right A Peds Peds. NB Right KB Right SB Right WB Right Green 51.0 20.0 Yellow 4.0 4.0 All Red 1.0 0.0 Cycle Length: 80.0 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 Westbound LT 3094 4853 1.05 0.64 45.4 D 45.4 D Northbound Southbound T 903 3610 0.82 0.25 34.1 C 34.8 C R 404 1615 0.77 0.25 36.5 D Intersection Delay = 42.8 (sec/veh) Intersection LOS = D HCS2000: Signalized Intersections Release 4.1d Analyst: J. AHLSTEDT Inter.: 2256 Agency: Area Type: A11 other areas Date: 6/22/04 Jurisd: Period: AM PEAK HOUR Year : FUTURE WITH PROJECT Project ID: PER IERE TOWERS - PEAK SEASON - ADD HP LT E/W St: CORAL WAY N/S St: MIAMI AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R L T R L T R Southbound L T R 1 2 0 L TR 550 907 51 12.0 11.0 0 0 2 0 LTR 6 378 122 11.0 0 0 2 0 LTR 21 456 58 11.0 0 0 2 0 LTR 49 67 25 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 P NB Left A Thru P Thru A Right P Right A Peds Peds WB Left P SE Left A Thru P Thru A Right P 1 Right A Peds 1 Peds NB Right 1 EP Right SB Right 1 WB Right Green 32.0 18.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.0 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 L 426 798 1.42 0.53 215.4 F TR 1794 3363 0.63 0.53 11.6 B 82.4 F Westbound LTR 1603 3006 0.35 0.53 8.7 A 8.7 A Northbound LTR 929 3098 0.73 0.30 21.7 C 21.7 C Southbound LTR 632 2105 0.32 0.30 16.6 B 16.6 B Intersection Delay - 52.2 (sec/veh) Intersection LOS = D • HCS2000: Urban Streets Release 4.1d • • • Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSIS J. AHLSTEDT 6/22/04 AM PEAK HR SW/SE 8 ST East -bound FDOT FUTURE WITH PROJECT TOWERS - PEAK SEASON Analysis period length Description of Arterial 0.25 hr Seg. Cross street name Length Urban Free of street flow segment class speed (mi) (mph) Running time (sec) Section 0 SW 2 AVE 1 SW 1ST AVENUE 2 MIAMI AVENUE 0.10 0.10 2 40 11.5 2 40 11.5 1 2 Intersection Delay Estimates Seg Cycle Green v/c Lane length ratio ratio cap. C g/C X c PVG Arr. if type Input AT I fac- tor Unit Init. Cntrl. Other Inter. ext. queue delay delay LOS (sec) (veh) (sec) (sec) 1 100.0 0.690 1.061 2953 2 100.0 0.710 0.871 3081 3 1.000 0.0 3 0.090 0.0 0 51.2 0 11.4 0.0 D 0.0 B Running Seg. Sect. time (sec) Arterial Level of Service Inter. control. delay (sec) Other delay (sec) Sum of Sum of Arterial time by length by Arterial LOS by section section speed section (sec) (m1) (mph) 1 1 11.5 2 2 11.5 51.2 0.0 62.7 0.10 5.7 F 11.4 0.0 22.9 0.10 15.7 3 Total Total Total Total travel time (x) _ length (y) _ travel speed, Sa = 3600 x (y)/(x) - urban street LOS (Exhibit 15-2) _ 85.6 0.20 8.4 F sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S8W1APA.hcs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S8MAPA.hcs HCS2000: Urban Streets Release 4.1d • • • Analyst: .Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSIS J. AHLSTEDT 6/22/04 PM PEAK HR SW/SE 8 ST East -bound FDOT FUTURE WITH PROJECT TOWERS - PEAK SEASON Analysis period length Description of Arterial 0.25 hr Seg. Cross street name Length Urban of street segment class (mi) Free flow Running speed time (mph) (sec) Section 0 SW 2 AVE 1 SW 1ST AVENUE 2 MIAMI AVENUE 0.10 2 40 11.5 0.10 2 40 11.5 1 2 Seg Cycle length C Green ratio g/C v/c ratio X Intersection Delay Estimates Lane cap. c PVG Arr. if type Input AT I fac- tor Unit ext. (sec) Init. Cntrl. queue delay (veh) (sec) Other Inter. delay LOS (sec) 1 80.0 0.425 1.095 1815 2 80.0 0.425 1.105 1843 3 1.000 0.0 3 0.090 0.0 0 75.0 0 71.0 0.0 E 0.0 E Running Seg. Sect. time (sec) Arterial Level of Service Inter. control. delay (sec) Other delay (sec) Sum of Sum of Arterial time by length by Arterial LOS by section section speed section (sec) (mi) (mph) 1 1 11.5 2 2 11.5 75.0 0.0 71.0 0.0 86.5 82.5 0.10 4.2 0.10 4.4 F F Total Total Total Total travel time (x) _ 169.1 length (y) = 0.20 travel speed, Sa = 3600 x (y)/(x) = 4.3 urban street LOS (Exhibit 15-2) --- F sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S8W1APP.hcs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\SBMAPP.hcs HCS2000: Urban Streets Release 4.1d • • • Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSIS J. AHLSTEDT 6/22/04 AM PEAK HR MIAMI AVE North -bound FDOT FUTURE WITH PROJECT TOWERS - PEAK SEASON Analysis period length Description of Arterial 0.25 hr Seg. Cross street name Length Urban Free of street flow segment class speed (mi) (mPh) Running time (sec) Section 0 15TH RD 1 CORAL WAY 2 SE 8TH STREET 3 SE 7TH STREET 0.25 0.31 0.06 2 2 2 40 40 40 27.5 31.4 6.9 1 2 3 Seg Cycle Green length ratio C g/C Intersection Delay Estimates v/c Lane ratio cap. X c PVG if Arr. I type fac- Input AT tor Unit Init. Cntrl. Other ext. queue delay delay (sec) (veh) (sec) (sec) Inter. LOS 1 60.0 0.300 0.726 929 2 100.0 0.210 1.438 904 3 100.0 0.600 0.532 2033 3 1.000 3.0 3 0.615 3.0 3 0.090 3.0 0 21.7 0.0 0 240.6 0.0 0 11.8 0.0 C F B Running Seg. Sect. time (sec) Arterial Level of Service Inter. control. delay (sec) Other delay (sec) Sum of Sum of Arterial time by length by Arterial LOS by section section speed section (sec) (mi) (mph) 1 2 3 1 2 3 27.5 31.4 6.9 21.7 240.6 11.8 0.0 0.0 0.0 49.2 272.0 18.7 0.25 0.31 0.06 18.3 4.1 11.6 Total Total Total Total travel time (x) - 339.8 length (y) = 0.62 travel speed, Sa = 3600 x (y)/(x) = 6.6 urban street LOS (Exhibit 15-2) - F sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\CWMAPA.hcs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S8MAPA.hcs 3: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S7MAPA.hcs H052000: Urban Streets Release 4.1d • • • Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE TOWERS - PEAK SEASON Description of Arterial 0.25 hr OPERATIONAL ANALYSIS J. AHLSTEDT 6/22/04 PM PEAK HR MIAMI AVE North -bound FDOT FUTURE WITH PROJECT Analysis period length Seg. Cross street name Length Urban Free of street flow segment class speed (mi) (mph) Running time (sec) Section 0 15TH RD 1 CORAL WAY 2 SE 8TH STREET 3 SE 7TH STREET 0.25 0.31 0.06 2 2 2 40 40 40 27.5 31.4 6.9 1 2 3 Seg Cycle length C Green ratio g/C v/c ratio X Intersection Delay Estimates Lane cap. c PVG Arr. if type Input AT I fac- tor Unit Init. Cntrl. Other ext. queue delay delay (sec) (veh) (sec) (sec) Inter. LOS 1 2 3 60.0 80.0 80.0 0.283 0.726 737 0.475 0.736 2068 0.438 0.632 1482 3 1.000 3.0 3 0.614 3.0 3 0.600 3.0 0 23.0 0 17.8 0 18.0 0.0 0.0 0.0 0 3 B Running Seg. Sect. time (sec) Arterial Level of Service Inter. control. Other delay delay (sec) (sec) Sum of Sum of time by length by Arterial section section speed (sec) (mi) (mph) Arterial LOS by section 1 2 3 1 2 3 27.5 31.4 6.9 23.0 17.8 18.0 0.0 0.0 0.0 50.5 49.3 24.9 0.25 0.31 0.06 17.8 22.7 8.7 C F Total Total Total Total travel time (x) - 124.7 length (y) = 0.62 travel speed, Sa = 3600 x (y)/(x) = 17.9 urban street LOS (Exhibit 15-2) _ sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\CWMAPP.hcs 2: D:\BERMELLO AJAMIL\PREEMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\SBMAPP.hcs 3: D:\BERMELLO AJAMIL\PREMIEREE TOWERS\ANALYSTS\LOS\PS PROJECT\S7MAPP.hcs HCS2000: Urban Streets Release 4.1d • • • Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSIS J. AHLSTEDT 6/22/04 AM PEAK ER SW/SE 7 ST West -bound FDOT FUTURE WITH PROJECT TOWERS - PEAK SEASON Analysis period length Description of Arterial 0.25 hr Seg. Cross street name Length Urban Free of street flow segment class speed (mi) (mph) Running time Section (sec) 0 BRICKELL AVE 1 MIAMI AVENUE 2 SW 1ST AVENUE 0.20 2 40 0.10 2 40 23.0 11.5 2 Intersection Delay Estimates Seg Cycle Green v/c Lane length ratio ratio cap. C g/C X c PVG Arr. I if type fac- Input AT tor Unit Init. Cntri. Other Inter. ext. queue delay delay LOS (sec) (veh) (sec) (sec) 1 100.0 0.310 0.700 1050 2 100.0 0.380 1.021 1841 3 1.000 0.0 3 0.650 0.0 0 34.3 0 53.4 0.0 0 0.0 0 Arterial Level of Service Running Seg. Sect. time (sec) Inter. control. delay (sec) Other delay (sec) Sum of Sum of Arterial time by length by Arterial LOS by section section speed section (sec) (mi) (mph) 1 1 23.0 34.3 2 2 11.5 53.4 0.0 57.3 0.20 12.6 F 0.0 64.9 0.10 5.6 F Total Total Total Total travel time (x) 122.1 length (y) -- 0.30 travel speed, Sa = 3600 x (y)/(x) = 8.8 urban street LOS (Exhibit 15-2) = F sec miles Inph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TONERS\ANALYSIS\LOS\PS PROJECT\S7MAPA.hcs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S7W1APA.hcS HCS2000: Urban Streets Release 4.1d • • • Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSIS J. AHLSTEDT 6/22/04 PM PEAK ER SW/SE 7 ST West -bound FDOT FUTURE WITH PROJECT TOWERS - PEAK SEASON Analysis period length Description of Arterial 0.25 hr Seg. Cross street name Length Urban Free of street flow Running segment class speed time Section (mi) (mph) (sec) 0 BRICKELL AVE 1 MIAMI AVENUE 2 SW 1ST AVENUE 0.20 2 40 23.0 0.10 2 40 11.5 1 2 Seg Cycle length C Green ratio g/C v/c ratio X Intersection Delay Estimates Lane cap. C PVG Arr. if type Input AT I fac- tor Unit ext. (sec) Init. Cntrl. queue delay (veh) (sec) Other Inter. delay LOS (sec) 1 80.0 0.450 0.919 1525 2 80.0 0.450 1.486 2184 3 1.000 0.0 3 0.274 0.0 0 31.1 0.0 0 0 241.3 0.0 F Running Seg. Sect. time (sec) Arterial Level of Service Inter. control delay (sec) Other delay (sec) Sum of Sum of Arterial time by length by Arterial LOS by section section speed section (sec) (mi) (mph) 1 1 23.0 31.1 2 2 11.5 241.3 0.0 54.1 0.0 252.8 0.20 0.10 13.3 1.4 E F Total Total Total Total travel time (x) 306.9 length (y) = 0.30 travel speed, Sa - 3600 x (y)/(x) = 3.5 urban street LOS (Exhibit 15-2) = F sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S7MAPP.hCs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S7W1APP.hcs HCS2000: Urban Streets Release 4.1d • • • Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSIS J. AHLSTEDT 6/22/04 AM PEAT{ HR SW 1 AVE South -bound FDOT FUTURE WITH PROJECT TOWERS - PEAK SEASON Analysis period length Description of Arterial 0.25 hr Seg. Cross street name Length Urban of street segment class (mi) Free flow Running speed time (mph) (sec) Section 0 SW 3 ST 1 SW 7TH STREET 2 SW 8TH STREET 3 CORAL WAY 0.25 0.06 0.31 2 2 2 40 40 40 27.5 6.9 31.4 1 2 3 Intersection Delay Estimates Seg Cycle Green v/c Lane length ratio ratio cap. C g/C X c PVG Arr. if type Input AT I fac- tor Unit Init. Cntrl. Other Inter. ext. queue delay delay LOS (sec) (veh) (sec) (sec) 1 100.0 0.510 0.342 1841 2 100.0 0.230 0.507 830 3 60.0 0.267 0.768 475 3 1.000 3.0 3 0.949 3.0 3 0.852 3.0 0 0 0 14.6 34.0 26.7 0.0 0.0 0.0 B C C Running Seg. Sect. time (sec) Arterial Level of Service Inter. control. delay (sec) Other delay (sec) Sum et Sum of Arterial time by length by Arterial LOS by section section speed section (sec) (mi) (mph) 1 2 3 1 2 3 27.5 6.9 31.4 14.6 34.0 26.7 0.0 0.0 0.0 42.1 40.9 58.2 0.25 0.06 0.31 21.4 5.3 19.2 D F D Total Total Total Total travel time (x) -- length (y) _ travel speed, Sa - 3600 x (y)/(x) - urban street LOS (Exhibit 15-2) = 141.3 0.62 15.8 E sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S7W1APA.hcs 2: D:\BERMELLO AJANIL\PREMIERE TOWERS\ANALYSTS\LOS\PS PROJECT\S8W1APA.hcs 3: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\CWSW1APA.hcs HCS2000: Urban Streets Release 4.1d • • • Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSIS J. AHLSTEDT 6/22/04 PM PEAK HR SW 1 AVE South -bound FDOT FUTURE WITH PROJECT TOWERS - PEAK SEASON Analysis period length Description of Arterial 0.25 hr Seg. Cross street name Length Urban of street segment class (mi) Free flow Running speed time (mph) (sec) Section 0 SW 3 ST 1 SW 7TH STREET 2 SW 8TH STREET 3 CORAL WAY 0.25 0.06 0.31 2 2 2 40 40 40 27.5 6.9 31.4 1 2 3 Intersection Delay Estimates Seg Cycle Green v/c Lane length ratio ratio cap. C g/C X c PVG Arr. if type Input AT i Unit Init. Cntrl. Other Inter. fac- ext. queue delay delay LOS tor (sec) (veh) (sec) (sec) 1 2 3 80.0 80.0 60.0 0.438 0.466 1579 0.475 0.410 1715 0.317 0.281 565 3 1.000 3.0 3 0.882 3.0 3 0.917 3.0 0 0 0 16.1 13.8 15.6 0.0 0.0 0.0 B B B Arterial Level of Service Inter. Running control. Other Seg. Sect. time delay delay (sec) (sec) (sec) Sum of Sum of Arterial time by length by Arterial LOS by section section speed section (sec) (mi) (mph) 7. 1 27.5 16.1 0.0 2 2 6.9 13.8 0.0 3 3 31.4 15.6 0.0 43.6 20.7 47.1 0.25 0.06 0.31 20.6 10.4 23.7 D F C Total Total Total Total travel time (x) = 111.4 length (y) 0.62 travel speed, Sa = 3600 x (y)/(x) 20.0 urban street LOS (Exhibit 15-2) = D sec miles mph Intersection Files in the Analysis 1: D:\BERJ1ELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S7W1APP.hcs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\S8W1APP.hcs 3: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\PS PROJECT\CWSWIAPP.hCs • • • S. MIAMI AVE SW 1 AVE SW9ST BTWNS8&9ST BTWNSW8&9ST W/O N. MIAMI AVE 1 2 ADT 1 2 6,968 6,968 NORTHBOUND SOUTHBOUND 4,621 4,621 NORTHBOUND SOUTHBOUND 450 450 EASTBOUND WESTBOUND AM MID PM EVE PEAK S. MIAMI AVE BTWN S 8 & 9 ST 8:15 AM 1:15 PM 5:00 PM 18:15 17:00 SW 1 AVE BTWN SW 8 & 9ST 8:15 AM 1:15 PM 5:00 PM 18:15 8:15 SW 9 ST W/O N. MIAMI AVE 8:30 AM 11:30 AM 3:15 PM 18:15 11:30 PEAK K PSF K(100) D S. MIAMI AVE BTWN S 8 & 9 ST 5:00 PM 9.83% 1.017 0.100 100.00% SW 1 AVE BTWN SW 8 & 9 ST 8:15 AM 9.52% 1.017 0.097 100.00% SW 9ST W/O N. MIAMI AVE 11:30 AM 12.89% 1.017 0.131 100.00% AM 1 2 TOTAL S. MIAMI AVE BTWN S 8 & 9 ST 8:15 AM 485 485 6.96% SW 1 AVE BTWN SW 8 & 9 ST 8:15 AM 440 440 9.52% SW 9 ST W/O N. MIAMI AVE 8:30 AM 32 32 7.11 MbD 1 2 TOTAL % S. MIAMI AVE BTWN S 8 & 9 ST 1:15 PM 619 619 8.88% SW 1 AVE BTWN SW 8 & 9 ST 1:15 PM 345 345 7.47% SW 9 ST W/O N. MIAMI AVE 11:30 AM 58 58 12.89% PM 1 2 TOTAL cro S. MIAMI AVE BTWN S 8 & 9 ST 5:00 PM 685 685 9.83% SW 1 AVE BTWN SW 8 & 9 ST 5:00 PM 416 416 9.00% SW 9 ST W/O N. MIAMI AVE 3:15 PM 33 33 7.33% • • • RAW DATA NB EB SB WB LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 352 62 352 1690 AM S MIAMI AVE & S 8 ST 658 28 232 744 PM S MIAMI AVE & S 7 ST 169 439 491 28 AM S MIAMI AVE & S 7 ST 543 347 1006 56 PM SW 1 AVE & S 7 ST 239 83 64 672 AM SW 1 AVE & S 7 ST 274 227 94 1577 PM SW 1 AVE & S 8 ST 1888 263 159 144 AM SW 1 AVE & S 8 ST 886 121 82 286 PM FDOT SEASONAL FACTOR 0.99 AADT ADJUSTED DATA NB EB SB WB LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 0 348 61 348 1673 0 0 0 0 0 0 0 AM S MIAMI AVE & S 8 ST 0 651 28 230 737 0 0 0 0 0 0 0 PM S MIAMI AVE & S 7 ST 167 435 0 0 0 0 0 0 0 0 486 28 AM S MIAMI AVE & S 7 ST 538 344 0 0 0 0 0 0 0 0 996 55 PM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 237 82 63 665 0 AM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 271 225 93 1561 0 PM SW 1 AVE & S 8 ST 0 0 0 0 1869 260 157 143 0 0 0 0 AM SW 1 AVE & S 8 ST 0 0 0 0 877 120 81 283 0 0 0 0 PM • • PROJECT TRAFFIC NB EB SB WB LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 81 8 AM S MIAMI AVE & S 8 ST 86 9 PM S MIAMI AVE & S 7 ST 25 56 AM SMIAMIAVE&S7ST 26 60 PM SW 1 AVE & S 7 ST 58 25 AM SW 1 AVE & S 7 ST 49 26 PM SW 1 AVE & S 8 ST 26 58 AM SW 1 AVE & S 8 ST 21 49 PM FUTURE WITH PROJECT NB EB SB WB LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 0 889 100 408 1921 0 0 0 0 0 0 0 AM S MIAMI AVE & S 8 ST 0 1127 56 307 857 0 0 0 0 0 0 0 PM S MIAMI AVE & S 7 ST 457 736 0 0 0 0 0 0 0 0 595 30 AM S MIAMI AVE & S 7 ST 796 637 0 0 0 0 0 0 0 0 1206 61 PM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 491 90 311 1279 0 AM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 548 246 346 2138 0 PM SW 1 AVE & S 8 ST 0 0 0 0 2283 436 458 299 0 0 0 0 AM SW 1 AVE & S 8 ST 0 0 0 0 1264 269 335 524 0 0 0 0 PM • • • FDOT PEAK SEASONAL FACTOR 1.017 PEAK SEASON ADJUSTED DATA NB EB SS WB L LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 0 354 62 354 1701 0 0 0 0 0 0 0 AM S MIAMI AVE & S 8 ST 0 662 28 233 749 0 0 0 0 0 0 0 PM S MIAMI AVE & S 7 ST 170 442 0 0 0 0 0 0 0 0 494 28 AM SMIAMI AVE & S 7 ST 546 349 0 0 0 0 0 0 0 0 1012 56 PM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 241 84 64 676 0 AM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 276 228 95 1587 0 PM SW 1 AVE & S 8 ST 0 0 0 0 1900 265 160 145 0 0 0 0 AM SW 1 AVE & S 8 ST 0 0 0 0 892 122 83 288 0 0 0 0 PM PHF NB EB SB WB L LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 0.79 0.67 0.82 0.90 AM S MIAMI AVE & S 8 ST 0.74 0.75 0,81 0.54 0.79 0.87 _ A 0.81 0.64 PM AM S MIAMI AVE & S 7 ST S MIAMI AVE & S 7 ST 0.82 0.68 0.86 0.70 PM SW 1 AVE & S 7 ST 0.78 0.72 0.73 0.88 AM SW 1 AVE & S 7 ST 0.76 0.81 0.73 0.79 PM SW 1 AVE & S 8 ST 0.90 0,73 0.86 0.71 AM SW 1 AVE & S 8 ST 0.82 0.66 0.76 0.76 PM • • EXISTING AADT NB EB SB WB LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 0 352 62 352 1690 0 0 0 0 0 0 0 AM S MIAMI AVE & S 8 ST 0 658 28 232 744 0 0 0 0 0 0 0 PM S MIAMI AVE & S 7 ST 169 439 0 0 0 0 0 0 0 0 491 28 AM S MIAMI AVE & S 7 ST 543 347 0 0 0 0 0 0 0 0 1006 56 PM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 239 83 64 672 0 AM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 274 227 94 1577 0 PM SW 1 AVE & S 8 ST 0 0 0 0 1888 263 159 144 0 0 0 0 AM SW 1 AVE & S 8 ST 0 0 0 0 886 121 82 286 0 0 0 0 PM GROWTH FACTOR 1.08 FUTURE BACKGROUND AADT NB EB SB WB LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 0 381 67 381 1,828 0 0 0 0 0 0 0 AM S MIAMI AVE & S 8 ST 0 712 30 251 805 0 0 0 0 0 0 0 PM S MIAMI AVE & S 7 ST 183 475 0 0 0 0 0 0 0 0 531 30 AM S MIAMI AVE & S 7 ST 587 375 0 0 0 0 0 0 0 0 1,088 61 PM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 259 90 69 727 0 AM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 296 246 102 1,706 0 PM SW 1 AVE & S 7 ST 0 0 0 0 2,042 284 172 156 0 0 0 0 AM SW 1 AVE & S 7 ST 0 0 0 0 958 131 89 309 0 0 0 0 PM • • • COMMITTED DEVELOPMENT TRAFFIC NB EB SB WB LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 427 25 27 93 AM S MIAMI AVE & S 8 ST 329 17 56 52 PM S MIAMI AVE & S 7 ST 249 205 64 AM S MIAMI AVE & S 7 ST 183 202 118 PM SW 1 AVE & S 7 ST 174 242 527 AM SW 1 AVE & S 7 ST 203 244 406 PM SW 1 AVE & S 8 ST 241 126 286 85 AM SW 1 AVE & S 8 ST 306 117 246 166 PM FUTURE WITHOUT PROJECT NB EB SB WB LT T RT LT T RT LT T RT LT T RT S MIAMI AVE & S 8 ST 0 808 92 408 1,921 0 0 0 0 0 0 0 AM S MIAMI AVE & S 8 ST 0 1,041 47 307 857 0 0 0 0 0 0 0 PM S MIAMI AVE & S 7 ST 432 680 0 0 0 0 0 0 0 0 595 30 AM S MIAMI AVE & S 7 ST 770 577 0 0 0 0 0 0 0 0 1,206 61 PM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 433 90 311 1,254 0 AM SW 1 AVE & S 7 ST 0 0 0 0 0 0 0 499 246 346 2,112 0 PM SW 1 AVE & S 8 ST 0 0 0 0 2,283 410 458 241 0 0 0 0 AM SW 1 AVE & S 8 ST 0 0 0 0 1,264 248 335 475 0 0 0 0 PM i • • • SW 7 ST & MTAMI AVE AM PEAK COMMITTED DEVELOPMENT TRAFFIC NB SB NS EB WB EW TOTAL LT T RT TOTAL. LT T RT TO'SAI.. TOTAL LT T, .R.T TOTAL LT T RT TOTAL TOTAL CORAL STATION 57 57 0 57 0 0 0 57 BRICKELL VIEW 107 51 158 0 158 0 8 8 8 166 BRICKELL STATION 83 40 123 0 123 0 4 4 4 127 BRICKELL BAY VILLAGE 0 0 0 0 0 0 0 BRICKELL COMMONS 28 27 55 0 55 0 52 52 52 107 INFINITY 31 30 6} 0 61 0 0 0 61 TOTAL 249 203 0 454 0 t) O 0 454 0 0 0 0 0 64 0 64 64 518 SW 7 ST & MIAMI AVE PM PEAK COMMITTED DI3VELOPM'ENT TRAFFIC NB SB NS EB WB EW TOTAL LT L RT TOTAL, LT T RT TOTAL TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL CORAL STATION 50 50 [1 50 0 0 0 50 BRICKELL VIEW 90 43 133 0 133 0 15 15 15 148 BRICKELL., STATION 41 20 61 0 61 0 I0 10 10 71 BRICKELL BAY VILLAGE 0 0 0 0 0 0 0 BRICKELL COMMONS 18 56 74 0 74 0 93 93 93 1.67 TNFTNITY 34 33 67 0 67 0 0 O 67 TOTAL 183 202 0 385 0 0 0 0 385 0 0 0 0 0 118 0 118 118 503 SW 8 ST & MIAMI AVE AM PEAK COMMITTED DEVELOPMENT TRAFFIC NB SB NS EB WB EW TOTAL LT T RT TOTAL LT T RI' TOTAL TOTAL LT T 167 TOT AI. LT T R.T. TOTAL TOTAL CORAL STATION 57 57 0 57 0 0 0 57 BRICKELL VIEW 158 14 172 0 1.72 0 0 0 172 BRICKELL, STATION 123 11 134 0 134 0 0 0 134 BRICKEI.,I., BAY VILLAGE 0 0 0 0 0 0 0 BRICk:1LI., COMMONS 28 28 0 28 27 93 120 0 120 148 INFINITY 61 61 0 61 0 0 0 61 TOTAL 0 427 25 452 0 0 0 0 452 27 93 0 120 0 0 0 0 120 572 SW 8 ST & M.IAMI AVE AM PEAK COMMITTED DEVELOPMENT TRAFFIC NB SB NS EB WB EW TOTAL LT T RT TOTAL LT T RI' TOTAL TOTAL LT T 12T TOTAL LT T RT TOTAL TOTAL CORAL STATION 50 50 0 50 0 0 0 50 BRICKELL VIEW 133 12 145 0 145 0 0 0 145 BRICKELL., STATION 61 5 66 0 66 0 0 0 66 BRICKELL BAY VILLAGE 0 0 0 0 0 0 0 BRICKELL COMMONS 18 18 0 18 56 52 108 0 108 126 INFINITY 67 67 0 67 0 0 0 67 TOTAL 0 329 17 346 0 0 0 0 346 56 52 0 108 0 0 0 0 108 454 • • • SW 8 ST & SW I AVE AM PEAK COMiMIETTED DEVELOPMENT TRAFFIC NB SB NS EB WB EW TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL LT "1' RT TOTAL LT T RT TOTAL TOTAL CORAL STATION 0 20 20 20 0 0 0 20 BRICKELL VIEW 0 38 38 38 72 72 0 72 110 BRICKELL STATION 0 4 4 4 30 30 0 30 34 BRICKELL T3AY VILLAGE 0 0 0 0 0 0 0 BRICKELL COMMONS 0 286 286 286 241 241 0 241 527 INFINITY 0 23 23 23 24 24 0 24 47 TOTAL 0 0 0 0 286 85 0 371 371 0 241 126 .367 0 0 0 0 367 738 SW8ST&SW 1 AVE PM PEAK COMMITTED DEVELOPMENT TRAFFIC NB SH NS EB W.B FW TOTAL LT .I.. RT TOTAL LT 1: RT TOTAL TOTAL Li 7 RT TOTAL LT T RT TOTAL TOTAL CORAL STATION 0 57 57 57 0 0 0 57 BRICKELL VIEW 0 69 69 69 12 12 0 12 81 BRICKELL STATION 0 10 10 10 74 74 0 74 84 BRICKELL BAY VILLAGE 0 0 0 0 0 0 0 BRICKELL COMMONS 0 246 246 246 306 306 0 306 552 INFINITY 0 30 30 30 31 31 1) 31 61 TOTAL 0 0 0 0 246 166 0 412 412 0 306 } 17 423 0 0 0 0 423 835 SW 7 ST & SW 1 AVE AM PEAK COMMITTED DEVELOPMENT TRAFFIC NB S13 NS EB WB FW TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL LT 1 RT TOTAL. LT T RT TOTAL TOTAL CORAL STATION 0 50 50 50 0 0 0 50 BRICKELL VIEW 0 30 30 30 0 8 107 115 115 145 BRICKELL STATION 0 15 15 15 0 4 83 87 87 102 BRICKELL BAY VILLAGE 0 0 0 0 0 0 0 BRICKELL COMMONS 0 56 56 56 0 230 306 536 536 592 INFINITY 0 23 23 23 0 31 31 31 54 TOTAL 0 0 0 0 0 174 0 174 174 0 0 0 0 242 527 0 769 769 943 SW7ST&SWIAVE PM PEAK COMMITTED DEVELOPMENT TRAFFIC NB SB N5 EB WB EW TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT RT TOTAL TOTAL CORAL STATION 0 57 57 57 0 0 0 57 BRICKELL VIEW 0 54 54 54 0 15 90 105 105 159 BRICKELL STATION 0 35 35 35 0 10 41 51 51 86 BRICKELL BAY VILLAGE 0 0 0 0 0 0 0 BRICKELL COMMONS 0 27 27 27 0 219 24I 460 460 487 INFINITY 0 30 30 30 0 34 34 34 64 TOTAL 0 0 0 0 0 203 0 203 203 0 0 0 0 244 406 0 650 650 853 • • • CORAL WAY & SW 1 AVE AM PEAK COMMITTED DEVELOPMENT TRAFFIC NB 50 NS EB WO EW TOTAL L'L T RT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT 'I' RT TOTAL TOTAL CORAL STATION 14 96 110 50 50 160 37 37 35 35 72 232 BRICKELL VIEW 0 83 34 117 117 20 20 0 20 137 BRICKELL STATION 0 64 26 90 90 10 10 0 10 100 BRICKELL BAY VILLAGE 0 0 0 0 0 0 0 B1t1CKELI.. COMMONS 0 0 0 0 0 0 0 INFINITY 0 0 0 0 43 0 (1 43 43 0 49 0 49 0 64 0 64 113 156 TOTAL 14 0 96 110 43 197 60 300 410 0 79 37 116 35 64 0 99 215 625 CORAL WAY & SW 1 AVE PM PEAK COMMITTED DEVELOPMENT TRAFFIC NB SB NS EB WB EW TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT T RT TOTAL TOTAL CORAL STATION 37 85 122 57 57 179 14 14 39 39 53 232 BRICKELL VIEW 0 69 28 97 97 35 35 0 35 132 BRICKELL STATION 0 32 13 45 45 23 23 0 23 68 BRICKELL BAY VILLAGE 0 0 0 0 0 0 0 BRICKELL COMMONS 0 0 0 0 0 0 0 INFINITY 0 0 0 0 56 0 0 0 0 64 0 64 0 69 0 69 133 i33 TOTAL 37 0 85 122 56 158 41 199 321 0 122 14 136 39 69 0 108 244 565 CORAL WAY & MIAMI AVE AM PEAK COMMITTED DEVELOPMENT TRAFFIC NB S0 NS EB WB EW TOTAL LT 1' RT TOTAL, LT T RT TOTAL TOTAL LT T RT TOTAL LT I RT TOTAL TOTAL CORAL STATION 0 0 0 57 39 96 35 35 131 131 BRICKELL VIEW 48 48 12 12 60 20 20 7 7 27 87 BRICKELL STATION 23 23 10 10 33 10 10 4 4 14 47 BRICKELL BAY VILLAGE, 0 0 0 0 0 0 0 BRICKELL COMMONS 28 28 0 28 0 0 0 28 INFINITY 0 0 0 0 (3 0 0 0 0 57 11 1 69 0 8 0 8 77 77 TOTAL 0 99 0 99 22 0 0 22 121 144 50 1 195 0 43 11 54 249 370 CORAL WAY & MIAMI AVE PM PEAK COMMITI ED DEVELOPMENT TRAFFIC NE SO NS EB WB EW TOTAL LI 7' RT TOTAL LT T RT TOTAL TOTAL LT T RT TOTAL LT '1 RT TOTAL TOTAL CORAL STATION 0 0 0 50 35 85 39 39 124 124 BRICKELL VIEW 86 86 10 10 96 35 35 13 13 48 1.44 BRICKELL STATION 57 57 5 5 62 23 23 9 9 32 94 BRICKELL, BAY VILLAGE 0 0 0 0 0 0 0 BRICKELL COMMONS 18 18 0 18 0 0 0 18 INFINITY 0 0 0 0 0 0 0 0 0 61 11 1 73 0 10 0 10 83 83 TOTAL 0 161 0 161 15 0 0 15 176 134 81 1 216 0 49 22 71 287 463 LAND USE CODE SIZE UNITS DAILY ENTER EXIT TOTAL OFFICE 710 106000 SF 698 698 1395 RETAIL 814 21000 SF 468 468 936 RESIDENTIAL 230 560 DU 1388 1388 2776 2554 2554 5107 ORIGINS FROM TO DAILY DEMAND BALANCED OFFICE OFFICE 2% 14 14 RETAIL 22% 153 19 RESIDENTIAL 2% 14 14 RETAIL OFFICE 3% 14 14 RETAIL 30°A° 140 131 RESIDENTIAL 11% 51 51 RESIDENTIAL OFFICE N/A 0 0 RETAIL 38% 527 42 RESIDENTIAL N/A 0 0 285 DESTINATIONS TO FROM DAILY DEMAND BALANCED OFFICE OFFICE 2% 14 14 RETAIL 15% 105 14 RESIDENTIAL N/A 0 0 RETAIL OFFICE 4% 19 19 RETAIL 28% 131 131 RESIDENTIAL 9% 42 42 RESIDENTIAL OFFICE 3% 83 14 RETAIL 33% 916 51 RESIDENTIAL N/A 0 0 285 • • • • OFFICE TOTAL INTERNAL EXTERNAL %EXTERNAL ENTER 698 14 684 97.99% EXIT 698 33 665 95.32% TOTAL 1395 47 1349 96.65% 100% 3% 97% RETAIL TOTAL INTERNAL EXTERNAL %EXTERNAL ENTER 468 61 407 87.00% EXIT 468 66 402 86.00% TOTAL 936 126 810 86.50% oib 100% 14% 87% RESIDENTIAL TOTAL INTERNAL EXTERNAL %EXTERNAL ENTER 1388 65 1323 95.29% EXIT 1388 42 1346 96.97% TOTAL 2776 108 2668 96.13% 100% 4% 96% TOTAL TOTAL INTERNAL EXTERNAL %EXTERNAL ENTER 2554 140 2413 94.51% EXIT 2554 140 2413 94.51% TOTAL 5107 281 4827 94.51% 100% 5% 95% • F F F 7th St/SW 1st Avenue 8th St/SW 1st Avenue • 7th St/Miami Avenue 7th St/Brickell Avenue ttt LL fot+ ttr 8th St/Miami Avenue 8th StlBrickell Avenue tt 12th St/Miami Avenue 13th St/SW lst Avenue 13th St/Miami Avenue 13th StlBrickeli Avenue • TIMING DATA PAT OF WW 1 T 80 73 3 M 36 53 4 T 46 33 6 T 9 33 7 T 59 53 8 T 29 33 9 T 20 31 19 T 20 25 22 T 5 31 23 T 20 25 24 T 20 25 MIN: 7 FOR 3450 F Y NW 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 5 5 4 5 5 4 5 5 4 5 5 4 5 5 sw 3 F G 6 1 6 1 6 1 6 1 6 1 6 1 6 5 6 1 6 5 6 1 6 1 6 1 TIMING DATA FOR 2241 sw 2 PAT OF WW F 6 T 27 814 7T 56 29 14 8 T 46 12 14 9 T 18 12 19 T 2 13 22 T 2 13 23 T 0 13 MIN: 7 PAT OF WW 1T8726 3 M 38 23 4 T 7 13 24 T 014 MIN: 7 TIMING DATA PAT OF WG 1 T 22 37 3 M 12 43 4 T 36 20 6T 5019 7 T 32 32 8 T 15 20 9 T 1 17 19 T 0 12 22 T 39 18 23 T 012 24 T 0 16 MIN: 12 TIMING DATA PAT OF NW 1 T 79 54 3 M 48 12 4 T 43 30 6 T 3 19 7 T 64 29 8 T 33 19 9 T 7 24 19 T 725 22 T 45 24 23 T 7 24 24 T 7 24 MIN: 7 TIMING DATA PAT OF NSG 2 M 31 44 3 M 13 44 4 M 7 54 5 T 67 24 6 T 62 52 7 T 54 45 9 T 13 48 14 14 14 14 14 F 14 14 14 14 14 Y R NSW F 4 1 7 8 4 1 7 8 4 1 7 8 4 1 7 8 4 1 7 8 4 1 7 8 4 1 7 8 8 Y R NL 4 1 10 4 1 7 4 1 6 4 1 5 5 Y 3 3 3 AVE & 7 ST Y 4 4 4 4 4 4 4 4 4 4 4 SIGNAL TIMINGS (SEC: 24 AVE & 7 ST G Y NL Y 4 4 7 3 1 4 9 3 1 4 6 3 1 4 6 3 1 4 5 3 1 4 5 3 1 4 5 3 1 5 NSW F 7 8 6 8 6 8 6 8 8 G 23 10 1 1 1 FOR 2240 SW 1 AVE & SW G Y R CG Y R 1 4 2 51 4 1 1 4 2 25 4 1 1 4 2 28 4 1 1 4 2 29 4 1 1 4 2 36 4 1 1 4 2 28 4 1 1 4 2 31 4 1 1 4 2 26 4 1 1 4 2 30 4 1 1 4 2 26 4 1 1 4 2 26 4 1 12 FOR 3449 F Y WW 6 4 25 6 4 47 6 4 9 6 4 20 6 4 30 6 4 20 6 4 15 6 4 14 6 4 15 6 4 15 6 4 15 6 4 Y 4 4 4 4 7 ST S MIAMI AVE & 7 ST F Y R 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 FOR 3448 Us 1 & SE 7 ST G Y R WW F G Y R NSM Y 1 4 1 4 17 1 4 1 10 3 1 4 1 4 17 1 4 1 10 3 1 4 1 4 17 1 4 1 10 3 1 4 1 4 7 1 4 1 20 3 1 4 1 4 7 1 4 1 22 3 1 4 1 4 12 1 4 1 29 3 1 4 1 4 7 1 4 1 16 3 TYPE: S Y (SEC: 24 TYPE: S Y 11 11 11 11 11 11 11 SA) M CYC 100AM PEAK 80PARADE OUT 60PRE AM PEAK 60AVERAGE 80PM PEAK 60POST PM PEAK 60EVENING 2/0 6 SOLATE NIGHT 1 60EARLY NIGHT 6 SONIGHT 11/0 7 50RECALL TEST SA) M CYC 1 60AVERAGE 1 80PM PEAK 1 60P0ST PM PEAK 1 60EVENING 2/0 1 60LATE NIGHT 1 1 60EARLY NIGHT 1 60NIGHT 11/0 S Y M CYC 2 100AM PEAK 2 80PARADE OUT 2 60PRE AM PEAK 2 60RECALL TEST (SEC: 24 TYPE: S Y (SEC: 24 TYPE: S Y (SEC: 223 NA) M CYC 100AM PEAK 80PARADE OUT 60PRE AM PEAK 60AVERAGE 80PM PEAK 60POST PM PEAK 60EVENING 2/0 6 50LATE NIGHT 1 60EARLY NIGHT 6 50NIGHT 11/0 6 54RECALL TEST NA) M CYC 100AM PEAK 80PARADE OUT 60PRE AM PEAK 60AVERAGE 80PM PEAK 60POST PM PEAK 60EVENING 2/0 60LATE NIGHT 1 60EARLY NIGHT 60NIGHT 11/0 60RECALL TEST TYPE: SA) S Y M CYC 900E PARADE IN 90GRAND PRIX 0 1000B PARADE OU 70PRE AM 100AM PEAK 105MID DAY 90EVE & WEEKEN Page 1 10 T 13 44 12 T 4 44 13 T 63 48 20 T 8 20 22 T 8 20 23 T 8 20 24 T 8 20 MIN: 15 SIGNAL TIMINGS 1 4 1 4 5 1 4 1 22 3 1 4 1 4 7 1 4 1 20 3 1 4 1 4 15 1 4 1 33 3 1 4 1 4 17 1 4 1 6 3 1 4 1 4 17 1 4 1 6 3 1 4 1 4 17 1 4 1 6 3 1 4 1 4 17 1 4 1 6 3 17 1 6 TIMING DATA FOR 2243 US 1 PAT OF NSW F Y R EW F 2 M 34 21 13 4 1 4 17 3 M 10 23 13 4 1 4 17 4 M 12 43 13 4 1 4 7 5 T 62 15 13 4 1 4 5 6 T 53 28 13 4 1 4 17 7 T 58 15 13 4 1 4 17 9 T 23 20 13 4 1 4 17 10 T 10 27 13 4 1 417 12 T 15 20 13 4 1 4 17 13 T 59 32 13 4 1 4 17 20 T 10 21 13 4 1 4 17 22 T 10 21 13 4 1 4 17 23 T 10 21 13 4 1 4 17 24T102113 4 1 417 MIN: 7 13 17 TIMING DATA PAT OF EG 1T 5 78 3M 058 4 T 55 38 6 T 25 38 7T 2158 8T 2 38 9 T 36 38 19 T 37 38 22 T 12 38 23 T 36 38 24 T 37 38 MIN: 12 TIMING DATA PAT OF NW 1 T 80 12 3 M 32 35 4 T 30 12 6 T 1 11 7 T 53 35 8 T 26 23 9 T 7 16 19 T 7 17 22 T 43 16 23 T 716 24 T 7 17 MIN: 7 TIMING DATA PAT OF EW 1 T 95 60 3M 337 4 T 37 20 6 T 6 16 7 T 35 25 8 T 22 13 9 T 42 12 19 T 41 12 22 T 40 12 23 T 40 12 24 T 39 20 MIN: 7 FOR 5405 SE 8 G Y R XW F 1 4 1 7 9 1 4 1 7 9 1 4 1 7 9 1 4 1 7 9 1 4 1 7 9 1 4 1 7 9 1 4 1 7 9 1 4 1 7 9 1 4 1 7 9 1 4 1 7 9 1 4 1 7 9 9 & SE 8 ST G Y 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 3 4 1 4 1 4 1 4 1 4 1 R 1 1 1 1 1 1 1 1 1 1 1 1 WG 10 8 8 8 10 30 10 15 10 20 10 10 10 10 8 (SEC: 223 Y R SM Y 4 1 6 3 4 1 6 3 4 1 6 3 4 1 6 3 4 1 9 3 4 1 7 3 4 1 7 3 4 1 8 3 4 1 7 3 4 1 8 3 4 1 6 3 4 1 6 3 4 1 6 3 4 1 6 3 6 ST /MIA AV & 1 AV FOR 2244 S MIAMI F Y EW F Y 9 4 65 6 4 9 4 22 6 4 9 4 25 6 4 9 4 26 6 4 9 4 22 6 4 9 4 14 6 4 9 4 21 6 4 9 4 20 6 4 9 4 21 6 4 9 4 21 6 4 9 4 20 6 4 9 7 6 FOR 2245 SW 1 F Y SW F Y 9 4 14 9 4 9 4 17 9 4 9 4 14 9 4 9 4 18 9 4 9 4 29 9 4 9 4 21 9 4 9 4 12 9 4 9 4 12 9 4 9 4 12 9 4 9 4 12 9 4 9 4 14 9 4 9 7 11 AVE & 8 ST AVE & 8 ST (E) TYPE: S Y (SEC: 24 TYPE: S Y (SEC: 24 TYPE: S Y (SEC: 24 TYPE: S Y 7 90EARLY MORN W 90POST-PM 0/1 115PM PEAK 7 62EARLY NIGHT 7 62LATE NIGHT 4 7 62LATE NIGHT 5 7 62RECALL TEST SA) M CYC 900E PARADE IN 90GRAND PRIX 0 1000E PARADE OU 70PRE AM 100AM PEAK 105MID DAY 90EVE & WEEKEN 7 103EARLY MORN W 90POST-PM 0/1 115PM PEAK 7 90EARLY NIGHT 7 90LATE NIGHT 4 7 90LATE NIGHT 5 7 90RECALL TEST SA) M CYC 100Am PEAK 80PARADE OUT 60PRE AM PEAK 60AVERAGE 80PM PEAK 60POST PM PEAK 60EVENING 2/0 60LATE NIGHT 1 60EARLY NIGHT 60NIGHT 11/0 60RECALL TEST NA) M CYC 100AM PEAK 80PARADE OUT 60PRE AM PEAK 60AVERAGE 80PM PEAK 60POST PM PEAK 60EVENING 2/0 60LATE NIGHT 1 60EARLY NIGHT 60NIGHT 11/0 60RECALL TEST NA) M CYC 100AM PEAK 80PARADE OUT 60PRE AM PEAK 60AVERAGE 80PM PEAK 60POST PM PEAK 6 50EVENING 2/0 6 50LATE NIGHT 1 6 50EARLY NIGHT 6 SONIGHT 11/0 6 60RECALL TEST Page 2 SIGNAL TIMINGS TIMING DATA FOR 2246 SW 2 AVE & 8 ST PAT OF NSW F Y EW F Y SL Y 1T5711 8 4 55 10 4 5 3 3M6913 8 4 23 10 415 3 4 T 7 8 8 4 18 10 4 5 3 6 T 45 12 8 4 14 10 4 5 3 7T1424 8 4 22 10 4 5 3 8 T 58 18 8 4 8 10 4 5 3 9 T 29 12 8 4 14 10 4 5 3 19 T 25 12 8 4 14 10 4 5 3 22 T 33 12 8 4 14 10 4 5 3 23 T 25 12 8 4 14 10 4 5 3 24 T 25 12 8 4 14 10 4 5 3 MIN: 7 8 7 10 5 TIMING DATA FOR 3326 SW 3 PAT OF EW F Y NSW F G 1T706611 4 6 8 1 3M494611 4 6 8 1 4 T 12 26 11 4 6 8 1 6T462611 4 6 8 1 7 T 59 23 11 4 6 8 24 8 T 2 26 11 4 6 8 1 9 T 35 22 11 4 6 8 5 19 T 35 16 11 4 6 8 1 22 T 38 22 11 4 6 8 5 23 T 35 16 11 4 6 8 1 24 T 35 16 11 4 6 8 1 MIN: 7 11 8 1 TIMING DATA FOR 4579 US 1 PAT OF NSG F Y R EWW F 2 M 31 39 8 4 1 4 15 3 M 21 43 8 4 1 4 15 4 M 7 49 8 4 1 4 15 5 T 64 23 8 4 1 4 15 6 T 67 50 8 4 1 4 15 7 T 59 43 8 4 1 4 15 9T2130 8 4 1 415 10 T O 39 8 4 1 4 15 12 T 12 39 8 4 1 415 13 T 47 65 8 4 1 4 15 20 T O 39 8 4 1 4 15 22 T O 39 8 4 1 4 15 23 T O 39 8 4 1 4 15 24 T O 20 8 4 1 4 15 MIN: 7 8 15 TIMING DATA FOR 2255 US 1 PAT OF ACG G Y R EW F 2 M 73 33 1 4 1 4 16 3 M 62 33 1 4 1 4 16 4M 5443 1 4 1 416 5 T 27 31 1 4 1 410 6T1043 1 4 1 416 7 T102 48 1 4 1 4 16 9 T 56 41 1 4 1 4 10 10T 030 1 4 1 416 12 T 51 41 1 4 1 4 10 13 T100 58 1 4 1 4 10 20 T 028 1 4 1 416 22 T O 28 1 4 1 4 16 23 T 27 28 1 4 1 4 16 24 T O 32 1 4 1 4 16 MIN: 28 16 AVE & 8 ST Y 4 4 4 4 4 4 4 4 4 4 & SE 5 ST G Y R NSL Y 1 4 110 3 1 4 1 6 3 1 4 1 10 3 1 4 1 6 3 1 4 1 9 3 11 4 1 11 3 11 4 1 9 3 1 4 1 10 3 1 4 1 10 3 1 4 1 9 3 1 4 1 10 3 1 4 1 10 3 1 4 1 10 3 1 4 1 5 3 1 5 & CORAL WAY G Y R DG Y 1 4 1 10 4 1 4 1 10 4 1 4 1 10 4 1 4 1 8 4 1 4 1 10 4 1 4 1 10 4 1 4 1 8 4 1 4 1 10 4 1 4 1 8 4 1 4 1 16 4 1 4 1 10 4 1 4 1 10 4 1 4 1 10 4 1 4 1 10 4 1 8 TIMING DATA FOR 2258 CORAL PAT OF EWW F Y NSW F G 1 T 39 23 12 4 7 9 1 2 T 10 18 12 4 7 9 6 WAY & SW 2 AVE Y 4 4 (SEC: 24 TYPE: S Y (SEC: 24 TYPE: S Y (SEC: 223 TYPE: S Y (SEC: 223 R AC3 Y 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 1 7 3 5 TYPE: S Y (SEC: 211 TYPE: S Y NA) M CYC 100AM PEAK 80PARADE OUT 60PRE AM PEAK 60AVERAGE 80PM PEAK 60POST PM PEAK 60EVENING 2/0 60LATE NIGHT 1 60EARLY NIGHT 60NIGHT 11/0 60RECALL TEST SA) M CYC 100AM PEAK 80PARADE OUT 60PRE AM PEAK 60AVERAGE 3 80PM PEAK 60POST PM PEAK 60EVENING 2/0 6 50LATE NIGHT 1 60EARLY NIGHT 6 50NIGHT 11/0 7 SORECALL TEST SA) M CYC 900E PARADE IN 90GRAND PRIX 0 1000B PARADE OU 70PRE AM 100AM PEAK 105MID DAY 90EVE & WEEKEN 90EARLY MORN W 90POST-PM 0/1 115PM PEAK 6 90EARLY NIGHT 6 90LATE NIGHT 4 6 90LATE NIGHT 5 7 66RECALL TEST SA) M CYC 900B PARADE IN 90GRAND PRIX 0 1000B PARADE OU 7 80PRE AM 100AM PEAK 105MID DAY 90EVE & WEEKEN 7 87EARLY MORN W 90POST-PM 0/1 115PM PEAK 7 85EARLY NIGHT 6 85LATE NIGHT 4 6 85LATE NIGHT 5 7 89RECALL TEST SA) M CYC 60AM PEAK,SCH 60AFT SCH FLAS Page 3 SIGNAL TIMINGS 4 T 10 18 12 5 T 10 18 12 6 T 39 23 12 7 T 10 18 12 20 T 10 22 12 24 T 10 22 12 MIN: 18 12 4 7 9 6 4 4 7 9 6 4 4 7 9 1 4 4 7 9 6 4 4 7 9 1 4 4 7 9 1 4 9 1 TIMING DATA FOR 2257 CORAL WAY & PAT OF EWW F Y NSW F G Y 1 T 0 29 7 4 7 8 1 4 2 T 35 29 7 4 7 8 1 4 4 T 35 29 7 4 7 8 1 4 5 T 35 29 7 4 7 8 1 4 6 T 0 29 7 4 7 8 1 4 7 T 38 26 7 4 7 8 4 4 20 T 35 59 7 4 7 8 1 4 24 T 35 59 7 4 7 8 1 4 MIN: 13 7 8 1 TIMING DATA PAT OF BDG 1 T 35 41 2 T 15 41 4 T 15 24 5 T 15 41 6 T 35 41 7 T 18 41 20 T 15 37 24 T 15 37 MIN: 20 TIMING DATA PAT OF ACG 1 T 42 40 2 T 13 41 4 T 13 24 5 T 13 41 6 T 13 40 7 T 13 40 20 T 68 36 24 T 68 24 MIN: 20 SW 1 AVE FOR 4813 SW 1 AVE & 15 G Y R SG Y R 1 4 1 8 4 1 1 4 1 8 4 1 1 4 1 7 4 1 1 4 1 8 4 1 1 4 1 8 4 1 1 4 1 8 4 1 1 4 1 7 4 1 1 4 1 7 4 1 7 RD FOR 4812 S MIAMI AVE & S 15 G Y R BDP G Y R 1 4 1 8 1 4 1 1 4 1 7 1 4 1 1 4 1 10 1 4 1 1 4 1 7 1 4 1 1 4 1 8 1 4 1 1 4 1 8 1 4 1 1 4 1 7 1 4 1 1 4 1 7 1 4 1 1 TIMING DATA FOR 2261 US 1 & SE 15 RD PAT OF ACW F Y R BDW F G Y R 2 M 70 45 12 4 1 4 18 1 4 1 3 M 62 45 12 4 1 4 18 1 4 1 4 M 75 55 12 4 1 4 18 1 4 1 5T603312 4 1 410 1 4 1 6 T 0 58 12 4 1 4 15 1 4 1 7 T 96 68 12 4 1 4 10 1 4 1 9 T 56 53 12 4 1 4 10 1 4 1 10 T 62 32 12 4 1 4 10 1 4 1 12 T 45 53 12 4 1 4 10 1 4 1 13 T O 73 12 4 1 4 15 1 4 1. 20 T 62 23 12 4 1 4 10 1 4 1 22 T 62 18 12 4 1 4 10 1 4 1 2 3 T 62 18 12 4 1 4 10 1 4 1 24 T 62 18 12 4 1 4 18 1 4 1 MIN: 10 12 18 1 TIMING DATA PAT OF NSG 2 M 5 58 4 M 5 58 5 M 5 58 6 M 5 68 7 M 37 37 8 T 76 58 9 T 29 58 FOR 5813 SW 2 G Y R EWG Y 1 4 1 21 4 1 4 1 21 4 1 4 1 21 4 1 4 1 21 4 1 4 1 12 4 1 4 1 21 4 1 4 1 21 4 AV & sw 3 ST R 1 1 1 1 1 60OFF PEAK 0/2 600FF PEAK 60AM PEAK 60PM PEAK 6 59NITE 6/0 7 59RECALL TEST (SEC: 211 TYPE: SA) S Y M CYC 13 60AM PEAK,SCH 13 60AFT SCH FLAS 60OFF PEAK 0/2 60OFF PEAK 60AM PEAK 60PM PEAK 6 90NITE 6/0 7 90RECALL TEST (SEC: 211 TYPE: S Y 8 8 8 8 8 RD (SEC: 211 TYPE: S Y 8 20 20 8 8 SA) M CYC 60AM PEAK,SCH 60AFT SCH FLAS 7 420FF PEAK 0/2 600FF PEAK 60AM PEAK 60PM PEAK 6 55NITE 6/0 7 55RECALL TEST SA) M CYC 60AM PEAK,SCH 60AFT SCH FLAS 7 460FF PEAK 0/2 600FF PEAK 60AM PEAK 60PM PEAK 6 55NITE 6/0 7 43RECALL TEST (SEC: 223 TYPE: SA) S Y M CYC 9008 PARADE IN 90GRAND PRIX 0 10008 PARADE OU 70PRE AM 100AM PEAK 105MID DAY 90EVE & WEEKEN 7 69EARLY MORN W 90POST-PM 0/1 115PM PEAK 7 60EARLY NIGHT 7 55LATE NIGHT 4 7 55LATE NIGHT 5 7 63RECALL TEST (SEC: 27 TYPE: S Y NA) M CYC 900 B PARADE I 900 8 IN 2/0 900 8 OUT 4/0 1000 B PARADE 0 60PRE AM 1/0 90AM PEAK 90MID-DAY 1/0 Page 4 SIGNAL TIMINGS • • • 10 T 8 58 1 4 1 21 4 1 11 T 81 68 1 4 1 21 4 1 12 T 3 60 1 4 1 19 4 1 13 T 46 46 1 4 1 13 4 1 14 M 5 68 1 4 1 21 4 1 15 M 568 1 4 121 4 1 16 M 568 1 4 121 4 1 17 T 46 46 1 4 1 13 4 1 23 T O 25 1 4 1 34 4 1 24 T O 15 1 4 1 34 4 1 MIN: 12 7 TIMING DATA FOR 4797 SE 4 ST PAT OF EG G Y R BG Y R 2 M 0 20 1 4 1 8 4 1 3M 020 1 4 1 8 4 1 5 M 0 40 1 4 1 8 4 1 6 M 020 1 4 1 8 4 1 7 T 0 30 1 4 1 8 4 1 8 T 040 1 4 1 8 4 1 9 T 0 40 1 4 1 8 4 1 10 T O 40 1 4 1 8 4 1 11 T O 40 1 4 1 8 4 1 12T 030 1 4 1 8 4 1 13 T 020 1 4 1 8 4 1 14 T 0 40 1 4 1 8 4 1 15 M 0 20 1 4 1 8 4 1 16 M 0 20 1 4 1 8 4 1 17 M 0 20 1 4 1 8 4 1 23 T 0 20 1 4 1 8 4 1 24 T O 24 1 4 1 8 4 1 MIN: 20 8 TIMING DATA PAT OF SG 1T 692 2 M 23 72 3M6672 4 M 13 82 5 M 40 62 8 T 77 72 9 T 59 72 11 T 54 82 12 T 36 72 22 T 072 23 T 0 72 24 T 0 72 MIN: 20 90NOON 1/0 100PM PEAK 90POST PM 1/0 70NIGHT 1/0 100MIAMI ARENA 100MIAMI ARENA 100MIAMI ARENA 70NIGHT 5/0 6 70NIGHT 20/0 6 60RECALL TEST @ 50 BLK(I-95) (SEC: 25 TYPE: SA) AG Y R S Y M CYC 8 4 1 7 520 B PARADE I 8 4 1 7 52GRAND PRIX M 8 4 1 7 72MID-DAY M1 0 8 4 1 7 520 B PARADE 0 8 4 1 7 62PRE AM M2 0/ 8 4 1 7 72AM PEAK M1 1 8 4 1 7 72MID-DAY M1 0 8 4 1 7 72MID-DAY M1 0 8 4 1 7 72PM PEAK M1 0 8 4 1 6 62POST PM M2 0 8 4 1 7 52NITE 0/1 8 4 1 7 72SATURDAY MID 8 4 1 7 S2MIAMI ARENA 8 4 1 7 52PM PEAK M1 0 8 4 1 7 52NE 2 AVE HIG 8 4 1 7 52LATE NIGHT 3 8 4 1 7 56RECALL TEST 8 FOR 4671 SE 2 AVE / 3 & 4 STS G Y R XW F 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 1 4 1 7 5 5 (SEC: 228 TYPE: S Y SA) M CYC 110AM PEAK 900 B PARADE I 90GRAND PRIX W 1000 B PARADE 0 80PRE AM PEAK 90PRE/POST AM 90AVERAGE 100PM PEAK 90POST PM PEAK 6 90EARLY NIGHT 6 90LATE NIGHT 4 7 90RECALL TEST Page 5 RESIDE.. AL AM 411PHLIND • Project: PREMIERE TOWERS Analyst J. Ahistedt Date: 6/22/2004 Control System Card Reader Input Data Arrival Rate 18 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 0.053 Average Number in Queue Lq 0.003 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 95% Probability That Arriving Customer Wiii Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 5% Probability That Waiting Time is Less Than Threshold Time Service Level 99% Average Server Utilization Uhl 510 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% 80% 70% ▪ 60% 50% ° 40% a. 3614 20% 1©°0 0% 0 1 2 3 4 5 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Number of Customers In System PrState 1a 0 95.00% 4.75% 2 0.24 % 3 0.01 % 4 0.00% 5 0.00% 6 0.00% 7 0,00% 8 0.00% 9 0-00% 10 0.00% 11 12 ©00% 0.00% 13 0.00% 14 0 00% 15 0.00% 16 0.00% 17 000% 18 0, 00% 19 0.00 % 20 0.00% Cummulative Probability of Number of Customers in System Page 1 CummutattveProbabi lity 101 % 100% 99 % 98% 97% 96°10 95% 94% 93% 92% O t 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 95 99.75% 2 99.99% 100.00% 4 100 00% 5 100.00% 6 100.00% 7 100 00% 8 100, 000 9 100.00% 10 100.00% 11 100.00% 12 100 00% 13 100.00% 14 100.00% 15 100, 00% 16 100.00% 17 100.0 1-0 18 100,00% 19 100.00% 20 100.00% RESIDE. PM filliND • Project: PREMIERE TOWERS Analyst; J. Ahistedt Date: 6/22/2004 Control System: Card Reader Input Data Arrival Rate 86,per hour Service Rate 360 per hour of Servers 1 •Number Queue Capacity 2000 Threshold Time (Assumed) 15 seconds stem Capacity (Queue Capacity + Number of Servers) 2001 Calculated Data Average Number In System L 0.314 Average Number in Queue Lq 0.075 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 76% Probability That Arriving Customer Writ Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 24% Probability That Waiting Time is Less Than Threshold Time Service Level 92% Average Server Utilization DTI' 24% 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 100% 90% 80°% 70% Z' 60 % 50% ° 40% 30% 20% 10% 0% PrState 0 76.11% 18.18% 2 4.34% 3 1.04% 4 0.25 % 5 0.06% 6 0,01% 7 0,00% a 9 0.00 % 0.00% 10 11 0.00% 0.00% 12 0.00% 13 0, 00% 14 0.00% 15 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 16 0 00% 0.00% 17 0.00% 18 0.03% 19 0.00% 20 0.0C% Cummulative Probability of Number of Customers in System Page 3 101% 100% 99% a 90% 4.2 s7 % 9615 E as% • 94 % 93% 92% i Mt MMMMMMM i • i 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 76.11% 94.29% 98.64% 3 99.67% 4 99.92% 5 99.98% 6 100.00% 7 100, 00% 8 100.00% 9 100.00% 10 100.00% 11 100.00% 12 130.00% 13 100.00% 14 100.00% 15 100.00% 16 100.00°% 17 100.00% 18 100.00% 19 100.00% 20 100.00% REM. PM 1111/)UND • Project PREMIERE TOWERS Analyst: J. Ahistedt Date: 6122/2004 Control System: Card Reader Input Data Arrival Rate 42 }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 0,132 Average Number in Queue Lq 0.015 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 88% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 12% Probability That Waiting Time is Less Than Threshold Time Service Level 97% Average Server Utilization Util 12% 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% 60 % 70% ' 60 % 50.6 0 a O. 4©% 30% 20 % 10% 0% 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 PrState 9� 0 68.33% 1 1031% 2 1.20% 3 0.14% 4 0.02% 5 0.00% 6 0-00% 7 000% 8 0, 00% 9 0 00% 10 0.00% 11 0, 00% 12 0.00% 13 0.00°/ 14 000% 15 0.00% 16 0.00% 17 0.00% 18 000% 19 0.00% 20 0, 00% Cummulative Probability of Number of Customers in System 101% 100 % 99% 98% a 97% a a m 95% 93% 92% 0 1 2 3 4 5 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Number of Customers In System Number % 0 88, 33% 1 98, 64% 2 99.84% 3 99.98% 4 100.00% 100.00% 6 100.00% 100-00% 8 100.00% 9 100.00% 10 100.00% 11 100,00% 12 100.00% 13 100,0 % 14 100.00% 15 100, 00% 16 100, 00% 17 100, 00% 18 100.00% 19 100.00% 20 100.00% Page 4 OFFICAIL AN UND • Project: PREMIERE TOWERS Analyst J. A1istedt Date: 6/22/2004 Control System: Card Reader Input Data Arrival Rate 126 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 0.538 Average Number in Queue Lq 0.188 Minirrlum Number of Agents (threshold time & system capacity) MinAgents 1 Minimum Number of Servers (threshold time & queue capacity) MinServers 1 Probability That System is Empty Pc 65% Probability That Arriving Customer Wit Depart Without Entering System PrBalk VZ. Probability That an Arriving Customer Will Have To Wait PrWait 35% Probability That Waiting Time is Less Than Threshold Time Service Level 87% Average Server Utilization llin 35% Average Time Customer Spends In System W 15 Seconds Average Time Customer Spends In Queue Wq 5 Seconds Probability Distribution of Number of Customers in System 70 % 608 50% 40% ro 2 30% 20% 10% 0% 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 18 19 20 Number of Customers In System PrState o� 0 65.00% 1 22.75% 2 7.96% 3 2.79% 4 0.98% 0.34% 6 0.12% 7 0.04% 8 0.01% 9 0.01 % 10 0.00% 11 12 0.00% 0.00% 13 0.00% 14 0.00% 15 0.00% 0.00% 17 0.00% 18 0.00% 19 0.00% 20 0.00% Cummulative Probability of Number of Customers in System 120% 100% 80% 11 a SO% 40 20% Page 1 0% 1•11•1111111ii i i i i i i it lwir w_ li .i ■ i i ■t�we w w•w w # ! w i ! ■ ■ ■ ■ # # # MIN - # ■ ■ ■ MEN ■ ■ ■ ■ ! # ■ i i i ■ ■ ■ ! ! # # ! ■•■ ■ i ■ ■ ■ ■ ■ ■ ■ ww■■!!■!M#ww# #i#w# ■■ ■#i1;t #w#■!■ !■■■! ■ ■ ! ■ ■ . ■ ■ ■ ! i i•■ ■ # ■ ■ It ■ # ■ # w ■ ■ ■ ■ ■ ■ ■ w # MMMM ! 1i11 A■l I■li i■11 w i i i i i i s i i! r t~ MINIM NimommoilausimmuntEstil me 111HIHI1[IIIILLL({Ilf1 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 o6 0 65.00% 87.75% 2 3 95.71 % 98 50°% 4 99.47% 5 99 82% 6 99.94% 7 99.96% 8 99.99% 9 0% 10 100.00% 11 100.0tJ% 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% CFFICE)IIL AMUND • Project: PREMIERE TOWERS Analyst: J. Ahlstedt Date: 6/22/2004 Control System: Card Reader Input Data Arrival Rate 51_per hour 1 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 0.165 Average Number in Queue Lq 0.023 Minimum Number of Agents (threshold time & system capacity) MinAgents 1 Minimum Number of Servers (threshold time & queue capacity) MioServers 1 Probability That System is Empty Po 86% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 14% Probability That Waiting Time is Less Than Threshold Time Service Level 96% Average Server Utilization Util 14% 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 70% 60% 50% 494 2 30% a 20% 10% 0% PrState 0 85.83% 1 12,16% 2 1.72% 3 0.24% 4 0.03% 9 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 5 0 00M 6 0.00% 7 0.00% 8 0.00% 9 0.00% 10 0.00% 11 0.00% 12 0.00% 13 0, 00% 14 15 0, 00°/ 0 00% 16 0.00% 17 0.00% 18 0.00% 19 0.00% 20 0.00% Cummulative Probability of Number of Customers in System 120% 100% 80% 0 m io E u 60% 40°,6 29% 0% �.liiIir■INNINI•iIli NN MNiliii11i11riNI11:NIetii !Ti!#!NIwlw■!!!!!■■!ii■■ NINE MMMMM #wt w ! i ! ! ■ w ■ ■ ■ ! ■ # # w # # w w # ! i ! ! ! ! ! ! ! ! # i w IN 1 1 1 i 1 ::iii!!MI■MINI NI II NI 111 011w!■■■! iII MI MI NI NI II NI !#! NI w w i NI i i 114 VIE MINI!#■■ 1111 NI SI IN II 111 III IN • IN III NI NI NI IN II IM III NI NI NI 111 /111 NII II MI NI MI III IN IN ■MIME EISEN NI#ww #w wIIIt!■! ■!■!#! !!■!!!!#■■#w##ww!!Slat MMMMMMMM MIN ■■ Page 2 6 1 2 3 4 5 6 7 8 9 19 11 12 13 14 15 16 17 18 19 20 Number of Customers In System Number % 0 85.83% 1 97.99% 2 99, 72% 3 99, 96% 4 99, 99% 5 100.00% 6 7 100.00% 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% 18 100.00% 19 100.00% 20 100.00% oFFICEIIL PM#ND • Project: PREMIERE TOWERS Analyst: J. Ahlstedt Date: 6/22/2004 Control System: Card Reader Input Data Arrival Rate 34 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 0.104 Average Number in Queue Lq 0-010 Minimum Number of Agents (threshold time & system oapacrty) 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 Uti1 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 70% 60% 50°% g 40% n 2 30% 26% 10% 0% PrState �f9 0 90.56% 8.55% 0.81% 3 0.08% 4 0.01 % 5 0.00% 6 0.00% 7 0.00% 8 0.00% 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 9 0.00% 10 3.00a% 11 0.00% 12 000°% 13 0.00% 14 0.00% 15 0.00% 16 0.00% 17 0.00% 18 0.00% 19 0.00% 20 0.00% Cummulative Probability of Number of Customers in System 120% 100 ;p 80% 174 U 40% 20 % 0% M111111111111111111111-1111M ■ ■ ■ ■ E IN ! ! l• ■ ! 111111111111 EEEEINI■■■■E■■■■■■■■■■■E ■ ■ ■ ■ E ■ E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ E ■ INNIIIINESSINEMENNEWINNINIMENI E■I■E■■!E■■■!■■E■■E■■■ PEEN ■■,■■■N N■■■E■EIMMINNIE_ MNININNINIIIIMMEMNINNINIIWINEWINNIM MINIMMENIENIN ENES ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Nil ■ ■ ■ ■ ENIESSIMMINISNMENNININENSSON ■ E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ! ■ ■ ■ IEWSNINIMINIIINIESSIEWINEINIMMES ! ■ E ■ E ■ E ■ ■ E ■ ■ ■ ■ E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ E ■ IN ■ E ■ ■ ■ ■ ■ E E ■ E INSEINEININIMMENNIMINININEINISE ■ E ! ■ ■ ■ ! ■ ■ ■ ■ S a ■ ! ■ ! ■ ■ ! ■ ! ! ! ■ ■ ■ E ■ ■ ■ ■ E ■ ■ ■ ■ ■ ■ ■ • _ • i IM • NN • w # . S _ • ! ! • • • _ 0 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Number of Customers In System Number 0 90.56% 99.11% 2 99.92% 3 99.99% 4 100.00% 5 100.00% 6 100.00% 7 100.00% 8 100.00% 9 100 00% 10 100.00% 11 100-00% 12 100.00% 13 14 100.00% 100.00% 15 100.00% 16 100.00% 17 100.00% 18 19 100.00% 100- 00 % 20 100.00% Page 3 OFFICE IL PM GS11ND • Project: PREMIERE TOWERS Analyst: J. Ahlstedt Date: 612212004 Control System: Card Reader Input Data Arrival Rate 106 per hour Service Rate 360per 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 0.417 Average Number in Queue Lq 0.123 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 71% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 29% Probability That Waiting Time is Less Than Threshold Time Service Level 90% Average Server Utilization Ut1 29% Average Time Customer Spends In System W 14 Seconds Average Time Customer Spends In Queue Wq 4 Seconds Probability Distribution of Number of Customers in System 70%e 60% 50 % 40% 2 30% a 20% 10% 0°,5 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 19 17 10 19 20 Number of Customers In System PrState 0 70.56% 1 20.77% 2 6.12% 3 130% 4 0 53% 5 0.16% 6 0.05% 7 0.01 % 8 0.00% 9 0.00% 10 000% 11 0.00% 12 0.00% 13 0 00% 14 15 0.00% 0 00% 16 0.00% 17 0.00% 18 0.00% 19 0.00% 20 0.00% Cummulative Probability of Number of Customers in System Page 4 120% 100°% E40% 20 % 0% 1 ■ ! • 1 a••1■■!a! ■ ■ ! ! ! • ■ ■ ! ■ ! ! 1111•■!■!■1 A IN ! • ! ! ■ 1 ■ ! 1 1 ! ! 1 ! ! ■ 1 ■ ■ 1 ■■ 1 ■ 1 ! ! • 1 1 1 • • • •NW 1 1■ 1 ■ ! 1 1 ■ ! ! ! 1 ■ 1 1 _ . • • • • 1 • • E M 111 111: = 1•I IM ! ! ■ ! ! ! ! ! ! 1 ! ! 11111■1■.!1■11 IINf MI 1 ■ ! ! ! ! ■ ■ ■ ! ■ 11l1■■1■!■!■I*N 1 ! ■■ ! 1 ■ ! ■ ! ■ ■ ■ 1••!! 1 1 1■■ 1!! 1 !■ ! ■ 1 1 1 ! ! ■ • ■ ■ ■ EN 1 1 1 1! 1■ 1■■ 1■ 1 ! ■ ■ 1 ■ ■ ! ! ! ! 1 ■ ■ ! ! ■ 1 ■ ! ■ 1 ■ 1 WEE !■ 1 1 1 1 1 1 !,1 MIN IM ! 111111111 1 1 ■ ! ■ ■ 1 1 ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ 1 1 1 ! ! ! ! ! ■ ■ ■ ■ ! ! 1 ■ ■ ! ■ ! 1 1 1!! 1 1 1 1 1 1■ 1 1 11■!! ■■ ■!1!! lt1N ■ ■ 1 ■ ■ ■ ■ ■ ! ! ! 1 NW 1 1 1 1■■■■ 1 1 1■■ 1 Na NN 1 ! 1 ! ■ ■ ■ ! ■ 1 ! NNI 0 1 2 3 4 5 6 7 8 9 10 11 12 i3 14 15 16 17 18 19 20 Number of Customers In System Number 0 70.56% 1 91.33% 2 97,45% 3 99.25% 4 99, 78% 5 99.93% 6 99, 98% 7 8 99.99% 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% • A UND Project, PREMIERE TOWERS Analyst, J. Ahlstedt Date, 5/22/2004 Control System: Card Reader Input Data Arrival Rate 144er 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 0.667 Average Number in Queue Lq 0.267 Minimum Number of Agents (threshold time & system capacity) MinAgerrts 1 Minimum Number of Servers (threshold time & queue capacity) MinServers 1 Probability That System is Empty Po 60% Probability That Arriving Customer Will Depart Without Entering System PrRalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 40% Probability That Waiting Time is Less Than Threshold Time Service Level 84% Average Server Utilization Litii 40% Average Time Customer Spends In System W 17 Seconds Average Time Customer Spends In Queue Wq 7 Seconds Probability Distribution of Number of Customers in System 70% PrState % 0 60.00% . 60% 1 24.00% 2 9.60% 50% 3 3.84% 4 1 54 % - _ 5 0.61% 6 0.25% -40%-_,_, m o so% 7 0,10/a 8 0-04°% a- 20% 9 0.02% 10 0.01% 1056 11 0.00% 12 0.00% o% -, m- 13 000% 14 0.005 1, 0 1 2 3 4 5 6 7 5 9 10 11 12 13 14 15 16 17 18 19 20 Number of Customers In System 15 0.00% 16 0.00% 17 0.00% 18 0.00% 19 0.00% 20 0.00% Cumrnulative Probability of Number of Customers in System Page 1 C u m mu I at ive P ra ba b i 1 ity 120% 100% 6©% 60% 40% 20% 0% smommins snismmmanim ■snimmw■■■ s■■■ mammonism simmommuss sm i i i ni i m s i i i i o m miwimmammilits mommummeimmummommm melmem■w 111101111.1111111 m m m m m on m w w i o n mommors mm MIN ammo w w w w w w w w w w w■ w w etw a m■■ MUMMEMEMEMMOIMMEMMEMM ■ w w■■ w w MMMMM w w w w w w w w ■ w ■ ■ ■ ■ ■ w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i i i i i i i i• i ir■i •• i• W rr■ii • w i i s MUMMEMEMMEMMOMMMEMEM MREMMEMEMEMMUMMMUMMMWM 12111112111122111111 M S! E E r r i M M IS W i i i U■ C! 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 6Q 00% 1 &4, 00% 2 93-60°/ 3 97.44% 4 98, 98% 5 99.59% 6 99.84% 7 99.93% 8 99.97 9 99.99% 10 100.00% 11 100.00% 12 100.00% 13 100.00aro 14 100.00% 15 100.00% 16 100.00% 17 100 005 18 100.00% 19 100.00% 20 100.00% • AM 7UND • Project PREMIERE TOWERS Analyst; J. Ahistedt Date. 5/22/2004 Control System, Card Reader Input Data Arrival Rate 139 per hour Service Rate 350 per hour Number of Servers 1 Queue Capacity 2000 Jhreshold Time (Assumed) 15 seconds System Capacity (Queue Capacity + Number of Servers) 2001 Calculated Data Average Number In System L 0.629 Average Number ir€ Queue Lq 0.243 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 61% Probability That Arriving Customer Will Depart Without Entering System PrBatk 0% Probability That an Arriving Customer Will Have To Wait PrWait 39% Probability That Waiting Time is Less Than Threshold Time Service Level 85% Average Server Utilization Util 39% Average Time Customer Spends In System W 16 Seconds Average Time Customer Spends In Queue Wq 6 Seconds Probability Distribution of Number of Customers in System Tor PrState % 0 61.39% 50% 1 23.70% 2 9.15°/ 50% 1--- 40% ' __ 3 3.53% 4 1 36% 5 0.53% 6 0.20% 7 0.08% R 30%xit 8 0.03%i 9 0.01% � n. 20% 10 0.00% 11 0.00% 12 0 00°t 10% L _. 13 0.00% 14 0.00% c°% ' 15 0.00% 16 0.00% 17 0.00% 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Number of Customers to System 18 0.00% 19' 0.00% 20 0 00% Cummulative Probability of Number of Customers in System Cu mmuiativeProbability 120°,6 100% 80% 80 % 40% 20% 0% Page 2 MITIRWWWMIUMWEMIWW1W1111111WW WE WWI MI MI III III MI II El 111 IR W MR MI W MI IW W II 1. ■■•■■!■■ W W W W W W W■■ WW1111WIMIIIIIIIMIMIMMEIRWWWWW1111 In IP Xi NI NI MINIM ME MIMI IM NI IN IIII 1111 IN ill IR MI MI WI W WI MR W Ii IM 111111 1 i i III i! i i! i a f i MONNE WI MI MI III RR MI WI • WI III WI W MMWW■ r SW 11 1 1 1 i w# I1 W 1111WINEWIREMISIWWWI MI BM MI NI IN In NI MI !!!! WEWIMMIEMINIO !WWII■■WEENIE WWW■ W W W!■ W W!! W W W W W W W W W W 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 17 18 19 20 Number of Customers to System Number 0/0 0 61.39% 85.09% 2 94.24% 3 97.78° 4 99.14% 99.67% 6 99.87% 7 99.95% 8 99.98% 9 99.99% 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 20 100.00% 100.00% PMlND • Project: PREMIERE TOWERS Analyst: J. Ahlstedt Date: 6/22/2004 Control System: Card Reader Input Data Arrival Rate 120 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 0.500 Average Number in Queue Lg 0.167 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 67% Probability That Arriving Customer Wit Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Wiii Have To Wait PrWait 33% Probability That Waiting Time is less Than Threshold Time Service Level 86% Average Server Utilization Util 33% Average Time Customer Spends In System W 15 Seconds Average Time Customer Spends In Queue Wq 5 Seconds Probability Distribution of Number of Customers in System 70% 60% 50% • 40% .22 Q 30% a 2a% 10% 0% PrState 4A, 0 66.67% 22.22% 2 7.41 °% 3 2.47% 4 0.82% 5 0.27% 6 0.09% 7 0.03% 8 O.01 % 9 0.00% 10 0.00% 11 0.00% 12 0.00% 13 0.00% 14 0.00°% • 0 1 2 3 4 5 6 7 9 9 10 11 12 13 14 15 16 17 18 19 20 Number of Customers In System 15 16 0 00% 0.00% 17 0.00% 18 0.00% 19 0.00% 20 a.00% Cummulative Probability of Number of Customers in System Page 3 120% 100 % 20% 0% 1 ■IRRR RRR1 RRa iRRi Rii ■ ■ ■ ■ ■Its ■ ■ ■ ■ ;• ■ ■ ■ ■ w ■ ■ ■ w tit ■ ■ � ■ ■ ■ w # ■ ■ ■ ■ w ■ ■ w w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ w NI ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 111r a1 w Manila NIMM111111111111111Maa ■ ■ ■ NI ■ w ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ w ■ ww■ww■■ ■■■■■#■ww�r■■■ ■ ■ ■ ■ ■ ■ ■I ■ ■ w ■ ■ Ri ■ ■ ■ ■ ■ ■ ■ • R.R R R R R IR • R IN■ IN R R • R R R 9 1 2 3 4 5 8 7 6 9 19 11 12 13 14 15 16 17 18 19 20 Number of Customers In System Number 0 66.67% 1 68.89% 2 96.30% 3 96,77% 4 99.59°% 5 99.86% 6 99.95% 7 99.98% 8 99.99% 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% • PM DUND • Project: PREMIERE TOWERS Analyst: J. Ahlstedt Date. 6/22/2004 Control System: Card Reader Input Data Arrival Rate 148 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 0.698 Average Number in Queue Lq 0.287 Minimum Number of Agents (threshold time & system capacity) MtnAgents 1 Minimum Number of Servers (threshold time & queue capacity) MinServers 1 Probability That System is Empty Po 59% Probability That Arriving Customer Will Depart Without Entering System PrBalk 0% Probability That an Arriving Customer Will Have To Wait PrWait 41 % Probability That Waiting Time is Less Than Threshold Time Service Level 83% Average Server Utilization Util 41 % Average Time Customer Spends In System W 17 Seconds Average Time Customer Spends In Queue Wq 7 Seconds Probability Distribution of Number of Customers in System 70 % 60% 50% 40% 2 30% 20% 10% 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 PrState 0 58.89% 1 24 21 % 2 9.95% 3 4.09% 4 1 68% 5 0.69% 6 0.28% 7 0.12% 8 0, 05% 9 0.02 % 10 0.01 °% 11 0.00% 12 0, 00°% 13 000% 14 0.00% 15 0, 00% 16 0.00% 17 000% 18 0, 00% 19 0. 00% 20 000% Cummulative Probability of Number of Customers in System Page 4 12996 100 % 20 0% !!■ 1 ■ ! ■ ■ ■ 11•••• ! ! ■ ■ ! _ ■ 1 1 1 ■ ■ 11111111111111110110101111 1111011 1 1 ■ ■ ■ ■ _ 1 ■ ■ ■ ■ ■ 1 ! ■ 1 1 1 .5..... 5 f . . r • III 5 5 • • l • ■ ! 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ 011 El ••1111 ■.I■1ll.w•11 1 1 1 1 ■ ■ ■ 11011111011111111011 i • - 5 r 01 • L1111 f1.1.1..1.11.1.1.1.1111111 H 11l111 l_II 1.1 1 1 I II f 1_ ....5.. ■ ■ ■ 1 ■ 1• ! 5....-. ■ 1 ■ ■ 1 ■ ■ ■ ! ■ 5•55• MENEM • 1 s E ■• • r ! 1M 1 ■ ■ 1 1 ■ EMMEN MIR NIM ■ ■ ■ 1 1 ■ 1 1 ■ ■ ! ■ r1 1 1 ■ 1 ■ ! 5 ■ 1 1 1 1 1 1•I■• 5il!•■i i 1 01 . I ! II WI • 11111.11111.L 1111111111.1_' J_LLLf 1 1 11 f I C 1 L LI_L1 1 1 1 1 1E111111111111111111111.1 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 58.89°/ 83.10% 2 93.05% 3 97.14% 4 98.83°% 5 99.52% 6 99.80% 7 99.92% 8 99.97% 9 99.99°% 10 99,99% 11 100.00% 12 100.00% 13 100.00% 14 100.00% 15 100.00% 16 100.00% 17 100.00% 100-00% 19 100.00% 20 100,00% • • • ARTERIAL CALCULATIONS Roadway Link Levels of Service • • • HCS2000: Urban Streets Release 4.1d Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERAT TONAL J. AHLSTEDT 6/22/04 AM PEAK HR SW/SE 8 ST East -bound FDOT EXISTING TOWERS Analysis period length ANALYSTS Description of Arterial 0.25 hr Seg. Cross street name Length Urban Free of street flow segment class speed (mi) (mph) Running time (sec) Section 0 SW 2 AVE 1 SW 1ST AVENUE 2 MIAMI AVENUE 0.10 2 40 0.10 2 40 Intersection Delay Estimates Seg Cycle Green v/c Lane length ratio ratio cap. C g/C X c 1 100.0 0.690 0.819 2969 2 100.0 0.710 0.716 3189 PVG Arr. I. if type fac- Input AT tor Unit; ext. (sec) 1.000 0.0 0.466 0.0 11.5 11.5 1 2 Init. Cnt_rl. queue delay (veh) (sec) Other inter. delay LOS (sec) 13.7 0.0 9.2 0.0 A Arterial Level. of Service Running Sea. Sect. time (sec) Inter. control. delay (sec) Other delay (sec) Sum of Sum of time by length by Arterial section section speed (sec) (mi) (mph) Arterial LOS by section 2 2 11.5 13.7 0.0 9.2 0.0 25.2 0.10 20.7 0.10 Total travel time (x) Total length (y) Total travel speed, Sa - 3600 x (y)/(x) Total urban street. LOS (Exhibit 15-2) = 45.9 __ 0.20 = 15.7 E 14.3 17.4 sec miles mph n Intersection Files in the Analysis 1: D:\BERMELLO AJAMTT.\PREMIERE TOWERS\ANALYSIS\LOS\EXTSTTNG\S8W1AFA.hcs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSTS\LOS\EXTSTTNG\SSMAEA.tics • • • HOS2000: Urban Streets Release 4.1d Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL J. AHLSTEDT 6/22/04 PM PEAK HR SW/SE 8 ST East -bound FDOT EXISTING TOWERS Analysis period length ANALYSIS Description of Arterial 0.25 hr Seg. Cross street name Length of segment (mi) Urban street class Free flow Running speed time (rnph) (sec) Section 0 SW 2 AVE 1 SW 1ST AVENUE 2 MIAMI AVENUE 0.10 2 0.10 2 40 11.5 40 11.5 Intersection Delay Estimates Seg Cycle Green v/c Lane length ratio ratio cap. C g/C X c PVG Arr. if type Input AT 1 fac- tor 1 2 Unit Init. Gnarl. Other Inter. ext. queue delay delay LOS (sec) (veh) (sec) (sec) 1 80.0 0.425 0.685 1829 2 80.0 0.425 0.906 1845 3 1.000 0.0 3 0.670 0.0 20.8 27.1 0.0 0.0 Arterial Level of Service Running Sea. Sect. time (sec) inter. control. delay (sec) Other delay (sec) Sum of Sum of time by length by Arterial section section speed (sec) (mi) (mph) Arterial LOS by section 1 1 11.5 2 2 11.5 20.8 0.0 27.1 0.0 32.3 0.10 38.6 0.10 Total travel time (x) 70.8 Total length (y) - 0.20 Total travel speed, Se = 3600 x (y) / (x) = 10.2 Total urban street LOS (Exhibit 15-2) = F 11.2 9.3 sec miles mph Intersection Files in the Analysis 1: D:\F3ERMELLO AJAMI7,\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\S8W1AFP.hcs 2: D:\RERMELLO AJAMIL\PREMTERF LOWERS\ANALYSIS\LOS\EXISTING\S8MAEP.hcs • • • HCS2000: Urban Streets Release 4.1d Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL J. AHLSTFOT 6/22/04 AM PEAK HR MIAMI AVE North -bound FDOT EXISTING TOWERS Analysis period length ANALYSIS Description of Arterial 0.25 hr Seg. Cross street name Length Urban Free of street flow segment class speed (mi) (mph) Running time Section (sec) 0 15TH RD 1 CORAL WAY 2 SE 8TH 'STREET 3 SE 7TH STREET 0.25 0.31 0.06 2 2 2 40 40 40 27.5 31.4 6.9 3 Intersection Delay Estimates Seg Cycle Green v/c Lane length ratio ratio cap. C g/C X c PVG Arr. if type Input AT I fac- tor Unit Init. Cntrl. Other Inter. ext. queue delay delay LOS (sec) (veh) (sec) (sec) 1 60.0 0.300 0.505 923 2 100.0 0.210 0.574 927 3 100.0 0.600 0.304 2103 3 1.000 3.0 3 0.854 3.0 3 0.795 3.0 0 0 0 17.8 36.2 9.9 0.0 0.0 0.0 B b A Running Seg. Sect. time (sec) Arterial Level of Service Inter. control. delay (sec) Other delay (sec) Sum of Sum of time by length by Arterial section section speed (sec) (mi) (mph) 1 1 27.5 2 2 31.4 3 3 6.9 17.8 36.2 9.9 0.0 0.0 0.0 45.3 67.7 16.8 0.25 0.31 0.06 19.9 16.5 12.9 Arterial LOS by section E Total travel time (x) = Total length (y) _ Total travel speed, Sa = 3600 x (y) / (x) - Total urban street LOS (Exhibit 15-2) _ 129.7 0.62 17.2 D sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\CWMAEA.hcs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\S8MAEA.hcs 3: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\S7MAEA.hcs • • • HCS2000: Urban Streets Release 4.1d Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL J. AI-iLSTEDT 6/22/04 PM PEAK HR MIAMI AVE North -bound FOOT EXISTING TOWERS Analysis period length ANALYSIS Description of Arterial 0.25 hr Seg. Cross street name Length Urban of street segment class (mi) Free flow speed (mph) Running time (sec) Section 0 15TH RD 1 CORAL WAY 2 SE 8TH STREET 3 SE 7TH STREET 0.25 0.31 0.06 2 2 2 40 40 40 27.5 31.4 6.9 1 2 3 Seg Cycle length C Green ratio g/C v/c ratio X Intersection Delay Estimates Lane cap. c PVG Arr. if type Input AT I Unit fac- ext. tor (sec) Init. queue (veh) Cntrl. delay (sec) Other Inter. delay LOS (sec) 1 2 3 60.0 80.0 80.0 0.283 0.410 725 0.475 0.414 2070 0.438 0.341 1482 3 1.000 3.0 3 0.917 3.0 3 0.915 3.0 0 0 0 17.8 13.8 15.0 0.0 0.0 0.0 Running Seq. Sect. time (sec) Arterial Inter. control. delay (sec) Other delay {sec) evel of Service Sum of Sum of time by length by section section (sec) (mi) Arterial speed (mph) Arterial LOS by section 1 1 27.5 2 2 31.4 3 3 6.9 17.8 13.8 15.0 0.0 0.0 0.0 45.3 45.3 21.9 0.25 0.31 0.06 19.9 24.6 9.9 Total travel time (x) = 112.5 Total length (y) = 0.62 Total travel speed, Sa = 3600 x (y)/(x) = 19.8 Total urban street LOS (Exhibit 15-2) D sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\CWMAEP.hcs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\SBMAEP.hcs 3: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\S7MAEP.hcs • • • HCS2000: Urban Streets Release 4.1d Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL J. AHLSTEDT 6/22/04 AM PEAK HR SW/SE 7 ST West -bound FDOT EXISTING TOWERS Analysis period length ANALYSIS Description of Arterial 0.25 hr Sea. Cross street name 0 BRICKELL AVE 1 MIAMI AVENUE 2 SW 1ST AVENUE Length Urban Free of street flow Running segment class speed time Section (mi) (mph) (sec) 0.20 2 0.10 2 40 40 23.0 11.5 1 2 Sec; Intersection Delay Estimates Cycle Green v/c Lane length ratio ratio cap. C g/C X c ?VG Arr. if type Input AT 1 fac- tor Unit Init. Cr trl. Other Inter. ext. queue delay delay LOS (sec) (veh) (sec) (sec) 1 100.0 0.310 0.552 1087 2 100.0 0.380 0.046 1850 Running Sea. Sect. time (sec) 3 1.000 0.0 3 0.815 0.0 Arterial Level of Service Teter. control. delay (sec) Other delay (sec) 0 30.7 0 19.6 0.0 0.0 c Sum of Sum of time by length by Arterial section section speed (sec) (cL.i) (mph) Rrteri'. LOS by section 1 1 23.0 2 2 11.5 30.7 0.0 19.6 0.0 53.7 31.1 0.20 13.4 0.10 11.6 Total Total Total Total travel time (x) length (y) travel speed, Se urban street LOS (Exhibit 15-2) 3600 x (y) / (x) 84.8 0.30 12.7 F sec miles mph Intersection Files in the Analysis 1: D:\BERNELLO AJANIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\S7MAEA.hcs 2: D:\BERMELLO AJANZIL\DREEISRE POWERS\ANALYSIS\LOS\EXISTING\S7W1AEA.hcs • • • HCS2000: Urban Streets Release 4.1d Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSTS J. AHLSTEDT 6/22/04 PM PEAK HR SW/SE 7 ST West -bound FDOT EXISTING TOWERS Analysis period length Description of Arterial 0.25 hr Seg. Cross street name 0 BRICKED AVE 1 MIAMI AVENUE 2 SW 1ST AVENUE Length Urban Free of street flow Running segment class speed time (mi) (mph) (sec) 0.20 2 40 23.0 0.10 2 40 11.5 Intersection Delay Estimates Seg Cycie Green v/c Lane length ratio ratio cap. C g/C X PVG Arr. if type Input AT 1 fac- tor Section 1 2 Unit Init. Cnt_rl_. Other inter. ext. queue delay delay LOS (sec) (vet:) (sec) (sec) 1 80.0 0.450 0.759 1525 2 100.0 0.380 0.046 1850 Running Seg. Sect. time (sec) 3 1.000 0.0 3 0.565 0.0 Arterial Level of Service Inter. control. Other delay delay (sec) (sec) Sum of time by section (sec) 0 22.0 0.0 0 19.6 0.0 Sum. of Arterial length by Arterial LOS by section speed section (.mi) (mph) 1 1 23.0 22.0 0.0 2 1 ' . r 19.6 0.0 45.0 31.1 0.20 16.0 0.10 11.6 Total travel time (x) 76.1 Total. length (y) 0.30 Total travel speed, Sa = 3600 x (y)/(x) -- 14.2 Total urban street LOS (Exhibit 15-2) - E sec miles mph Intersection Files in the Analysis D:\DERMELLO AJAMIL\PREMIERE TOWERS\ANALYSI:S\LOS\EXIS"IING\S7MAEP.hcs 2: D:\BERMELLO A.7AMIL\PREMIERE 'TOWERS\ANALYSIS\LOS\EXISTING\37W1AEP.hcs • • • HCS2000: Urban Streets Release 4.1d OPERATIONAL ANALYSIS Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/22/04 Analysis Time Period: AM PEAK HR Urban Street: SW 1 AVE Direction of Travel: South -bound Jurisdiction: FDOT Analysis Year: EXISTING Project ID: PREMIERE TOWERS Description of Arterial Analysis period length 0.25 hr Seg. Cross street name Length Urban Free of street flow Running segment class speed time Section (mi) (mph) (sec) 0 SW 3 ST 1 SW 7TH STREET 0.25 2 40 27.5 1 2 SW 8TH STREET 0.06 2 40 6.9 2 3 CORAL WAY 0.31 2 40 31.4 3 Intersection Delay Estimates Seg Cycle Green v/c Lane PVG Arr. I Unit Init. Cntrl. Other Inter. length ratio ratio cap. if type fac- ext. queue delay delay LOS C g/C X c Input AT tor (sec) (veh) (sec) (sec) 1 100.0 0.510 0.165 1841 3 1.000 3.0 0 13.2 0.0 B 2 100.0 0.230 0.242 830 3 0.993 3.0 0 31.5 0.0 C 3 60.0 0.267 0.177 475 3 0.980 3.0 0 17.1 0.0 B Arterial Level of Service Inter. Sum of Sum of Arterial Running control. Other time by length by Arterial LOS by Seg. Sect. time delay delay section section speed section (sec) (sec) (sec) (sec) (mi) (mph) 1 1 27.5 13.2 0.0 40.7 0.25 22.1 C 2 2 6.9 31.5 0.0 38.4 0.06 5.6 F 3 3 31.4 17,1 0.0 48.5 0.31 23.0 C Total travel time (x) = 127.6 sec Total length (y) = 0.62 miles Total travel speed, Sa = 3600 x (y)/(x) = 17.5 mph Total urban street LOS (Exhibit 15-2) = D Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\S7W1AEA.hcs 2: D:\BERMELLO AJAMIL\PREMIERE 'TOWERS\ANALYSIS\LOS\EXISTING\S8W1AEA.hcs 3: D:\BERMELLO AJAM]L\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\CWSW1AEA.hcs • • • HCS2000: Urban Streets Release 4.Id Analyst: Agency/Co.: Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL J. AHLSTEDT 6/22/04 PM PEAK HR SW 1 AVE South -bound FDOT EXISTING TOWERS Analysis period length ANALYSIS Description of Arterial 0.25 hr Seg. Cross street name Length Urban Free of street flow segment class speed (mi) (mph) Running time Section (sec) 0 SW 3 ST 1 SW 7TH STREET 2 SW 8TFI STREET 3 CORAL WAY 0.25 0.06 0.31 2 2 2 40 40 40 27.5 6.9 31.4 1 2 3 Seg Cycle Green length ratio C g/C v/c ratio X Intersection Delay Estimates Lane cap. c PVG Arr. if type Input AT I fac- tor Unit ext. (sec) Init. Cntrl. queue delay (veh) (sec) Other Inter. delay LOS (sec) 1 100.0 0.510 0.165 1841 2 80.0 0.475 0.217 1715 3 60.0 0.317 0.257 565 3 1.000 3.0 3 0.993 3.0 3 0.985 3.0 0 13.2 0 12.4 0 15.5 0.0 0.0 0.0 B B B Running Seg. Sect. time (sec) Arterial Level of Service Inter. control. delay (sec) Other delay (sec) Sum of Sum of time by length by Arterial section section speed (sec) (mi) (mph) Arterial LOS by section 1 2 3 1 2 3 27.5 6.9 31.4 13.2 12.4 15.5 0.0 0.0 0.0 40.7 19.3 46.9 0.25 0.06 0.31 22.1 11.2 23.8 C F" C `Total Total Total Total travel time (x) = 106.8 length (y) = 0.62 travel speed, Sa = 3600 x (y)/(x) = 20.9 urban street LOS (Exhibit 15-2) = D sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\S7W1AEP.hcs 2: 0:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\SBWIAEP.hcs 3: D:\BERi4ELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\EXISTING\CWSW1AEP.hcs • • • HCS2000: Urban Streets Release 4.1d Analyst: Agency/Co.: Date Performed: Analysis Tirne Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PRFMTERE OPERATIONAL ANALYSTS J. AHLSTEDT 6/22/04 AM PEAK HR SW/SE 8 ST East -bound FDOT FUTURE w/O TOWERS Analysis period length PROJECT Description of Arterial 0.25 hr Seg. Cross street name Length of segment (mi) Urban street class Free flow speed (mph) Running time (sec) Section 0 SW 2 AVE 1 SW 1ST AVENUE 2 MIAMI AVENUE 0.10 2 0.10 2 40 11.5 40 11.5 1 2 Intersection Delay Estimates Seg Cycle Green v/c Lane length ratio ratio cap. C g/C X c 1 100.0 0.690 0.819 2969 2 100.0 0.710 0.854 3081 PVG Arr. 1 if type fac- Input AT tor Unit init. CnLrl. Other Inter. ext. queue delay delay LOS (sec) (veh) (sec) (sec) 3 1.000 0.0 0 3 0.466 0.0 0 13.7 0.0 12.2 0.0 Running Seg. Sect. time (sec) Arterial Level of Service Inter. control. delay (sec) Other delay sec Sum of Sum of time by length by section. section Arterial speed (mph) Arterial LOS by section 1 1 11.5 2 2 11.E Total Total Total Total 13.7 0.0 12.2 n 25.2 0.10 23.7 0.1c travel time (x) _- length (y) travel speed, Sa = 3600 x (y)/(x) = urban street LOS (Exhibit 15-2) _ 49.0 0.20 E 14.3 15.2 sec miles mph Intersection Files in the Analysis 1: D:\ nRM0TTO AJAMTT\PRFMTFRF TOWERS\ANALYSIS\I.,OS\F'UTURF\S8W1AFA.hcs 2: D:\BERMELLO AJAMTL\PREMTERF TOWERS\LNALYSIS\LOS\FUTURE\SBMAF:O.bcs • • • HCS2000: Urban Streets Release 4.1d Analyst: Agency/Co. : Date Performed: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSTS J. AHLSTEDT 6/22/04 PM PEAK HR SW/SF 8 ST East -bound FDOT FUTURE K/O TOWERS Analysis period length PROJECT Description of Arterial 0.25 hr Seg. Cross street name Length Urban of street segment class (mi) Free flow Running speed time (mph) (sec) Section 0 SW 2 AVE 1 SW 1ST AVENUE 2 MIAMI AVENUE Seg 0.10 2 40 0.10 2 40 Intersection. Delay Estimates Cycle.Green v/c Lane ength ratio ratio cap. C g/C X c PVG Arr. if type Input AT 1 80.0 0.425 1.074 1819 2 80.0 0.42.5 1.083 1843 I fac- tor Unit. ext. (sec) 11.5 11.5 1 2 Init. queue (veh) Cntrl. delay (Sec) 1.000 0.0 0 67.2 0.090 0.0 0 61.5 0ther Inter. delay LOS (sec) 0.0 0.0 Arterial Level of Service Running Seg. Sect time (sec) Inter. control. delay (sec) Other delay (sec) Sum of Sum of Arterial time by length by Arterial LOS by section section speed section (sec) (mi) (mph) 1 1 11.5 67.2 2 2 11.5 61.5 Total travel time (x) Total length (y) Total gravel speed, Sa Total urban street LOS 0.0 78.7 0.10 4.6 F 0.0 73.0 0.10 4.9 3600 x (y)/(x) (Exhibit 15-2) -- 151.7 0.20 4.7 F sec miles mph intersection Files in the Analysis 1: D:\RE',RMFLLO 7\JAMTT..,\PREMIERE TOWERS\ANAT'SIS\L0S\FUTURE\S8W1AFP tcs 2: D:\RERMELLO AJAM1T.,\PREMIERP TO ERS\ANI\LYS S\LOS\KUT+RF\SBMAFP.hcs • • s HCS2000: Urban Streets Release 4.1d Analyst: Agency/Co.: Date Perfox,ued: Analysis Time Period: Urban Street: Direction of Travel: Jurisdiction: Analysis Year: Project ID: PREMIERE OPERATIONAL ANALYSIS J. AHLSTEDT 6/22/04 AM PEAK HR MIAMI AVE North -bound FOOT FUTURE W/0 PROJECT TOWERS Analysis period length Description of Arterial 0.25 hr Seg. Cross street name Length Urban Free of street flow segment class speed (mi) (mph) Running time Section (sec) 0 15TH RD 1 CORAL WAY 2 SE 8TH STREET 3 SE 7TH STREET 0.25 0.31 0.06 2 2 2 40 40 40 27.5 31.4 6.9 1 2 3 Seg Cycle length C Green ratio g/C v/c ratio X Intersection Delay Estimates Lane cap. c PVG Arr. if type Input AT I fac- tor Unit ext. (sec) Init. Cntrl. Other Inter. queue delay delay LOS (veh) (sec) (sec) 1 60.0 0.300 0.694 928 2 100.0 0.210 1.283 904 3 100.0 0.600 0.492 2033 3 1.000 3.0 3 0.658 3.0 3 0.090 3.0 0 20.8 0.0 0 172.6 0.0 0 11.4 0.0 C F B Running Seg. Sect. time (sec) Arterial Level of Service Inter. control. delay (sec) 1 2 3 1 2 3 27.5 3].4 6.9 20.8 172.6 11.4 Other delay (sec) Sum of Sum of time by length by Arterial section section speed (sec) (mi) (mph) 0.0 0.0 0.0 48.3 204.1 18.3 0.25 0.31 0.06 18.6 5.5 11.8 Arterial LOS by section D F F Total travel time (x) Total length (y) Total travel speed, Sa = 3600 x (y)/(x) Total urban street LOS (Exhibit 15-2) = 270.6 0.62 8.2 F sec miles mph Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\FUTURE\CWMAFA.hcs 2: D:\BER4ELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\FUTURE\SSMAFA.hcs 3: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\FUTURE\S7MAFA.hcs • • • HCS2000: Urban Streets Release 4.1d OPERATIONAL ANALYSIS Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/22/04 Analysis Time Period: PM PEAK HR Urban Street: MIAMI AVE Direction of Travel: North -bound Jurisdiction: FDOT Analysis Year: FUTURE W/O PROJECT Project ID: PREMIERE TOWERS Description of Arterial Analysis period length 0.25 hr Seg. Cross street name Length Urban Free of street flow Running segment class speed time Section (mi) (mph) (sec) 0 15TH RD 1 CORAL WAY 0.25 2 40 27.5 1 2 SE 8TH STREET 0.31 2 40 31.4 2 3 SE 7TH STREET 0.06 2 40 6.9 3 Intersection Delay Estimates Seg Cycle Green v/c Lane PVC Arr. I Unit Init. Cntrl. Other Inter. length ratio ratio cap. if type fac- ext. queue delay delay LOS 0 g/C X c Input AT tor (sec) (veh) (sec) (sec) 1 60.0 0.283 0.653 759 3 1.000 3.0 0 20.9 0.0 C 2 80.0 0.475 0.663 2069 3 0.709 3.0 0 16.7 0.0 B 3 80.0 0.438 0.573 1482 3 0.697 3.0 0 17.3 0.0 B Arterial Level of Service Inter. Sum of Sum of Arterial Running control. Other time by length by Arterial LOS by Seg. Sect. time delay delay section section speed section (sec) (sec) (sec) (sec) (mi) (mph) 1 1 27.5 20.9 0.0 48.4 0.25 18.6 D 2 2 31.4 16.7 0.0 48.1 0.31 23.2 C 3 3 6.9 17.3 0.0 24.2 0.06 8.9 F Total travel time (x) = 120.7 sec Total length (y) = 0.62 miles Total travel speed, Se = 3600 x (y)/(x) = 18.5 mph Total urban street LOS (Exhibit 15-2) = D Intersection Files in the Analysis 1: D:\BERI`4ELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\FUTURE\CWMAFP.hcs 2: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\FUTURE\SBMAFP.hcs 3: D:\BERMELLO AJAMIL\PREMIERE TOWE-RS\ANALYSTS\LOS\FUTURE\S7MAFP.hcs • • • HCS2000: Urban Streets Release 4.1d OPERATIONAL ANALYSIS Analyst: J. AHLSTEDT Agency/Co.: Date Performed: 6/22/04 Analysis Time Period: AM PEAK HR Urban Street: SW/SE 7 ST Direction of Travel: West -bound Jurisdiction: FOOT Analysis Year: FUTURE W/0 PROJECT Project 1D: PREMIERE TOWERS Description of Arterial Analysis period length 0.25 hr Seg. Cross street name 0 BRICKELL AVE 1 MIAMI AVENUE 2 SW 1ST AVENUE Length Urban Free of street flow Running segment class speed time Section (mi) (mph) (sec) 0.20 2 0.10 2 40 23.0 1 n0 11.5 2 Intersection Delay Estimates Seg Cycle Green a/c Lane PVG Arr. I Unit Init. Cntrl. Other Tnter. length ratio ratio cap. if type Lac- ext. queue delay delay LOS C g/C X c Input A.T tor (sec) (veh) (sec) (sec) 1 1.00.0 0.310 0.700 1050 3 1.000 0.0 0 34.3 0.0 0 2 100.0 0.380 1.005 1841 3 0.650 0.0 Arterial Level of Service 49.2 0.0 D Inter. Sum of Sum of Arterial Running control. Other time by length by Arterial LOS by Seg. Sect. time delay delay section section speed section (sec) (sec) (sec) (sec) (mi) (mph) 1 1 23.0 34.3 0.0 57.3 0.20 12.6 F 2 2 11.5 49.2. 0.0 60.7 0.10 5.9 F Total travel time (x) 118.0 sec Total length (y) - 0.30 miles Total travel speed, Sa = 3600 x (y) / (x) -- 9.2 mph Total urban street LOS (Exhibit 15-2) = F Intersection Files in the Analysis 1: D:\BERMELLO AJAMIL\PREMIERE TOWERS\ANALYSIS\LOS\FUTURE\S7MAFA.hcs 2: D:\BERMELL0 AJAMIL\PREMIERE 'TOijE:RS\ANALYSIS\LOS\I`UTORE'.\S7W1A1A.hcs