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HomeMy WebLinkAboutAppendix I• • APPENDIX I: Future Conditions (2008 Without Project) SYNCHRO 6.0 Outputs Adj. Flow (vph). RTOR Reduction (vph) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Actuated Green, G (s): Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot. v/s Ratio Perm Inc Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Sod 1: NE 17 TER & US 1/BISCAYNE BLVD HCM Signalized Intersection Capacity Analysis PM Peak Hour Future Background Traffic Conditions Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Utit. Factor Frt Flt Protected Satd. Flow (prat) Fit Permitted Satd. Flow (perm) 1900 ,1900 4.0 1.00 0.94 0`.98 1719 014 242 Volume (vph) 165 76 Peak -hour factor, PHF 0.98 0.98 168 78 0 25 0 416 Perm 4 20.0 20.0 0.17 4.0 3_0. 42 c1.72 9.91 47.5 100 4056.6 4104;1 F 4104.1 F 900 1900 1900.1900 1900 4.0 4.0 4.0 1.00 1.00 1.00 1.00 0.90 1.00 0.95 1,00 1770 1683 0.38 1,00 716 1683 191 88 '.128 228 181. 0.98 0.98 0.98 0.98 0.98 195 90 129 233 185 0 0 56 0 0 0 90 306 0 185 Perm 8 8 20.0 20.0 20.0 20.0 0.17 0.17 4.0 4.0 3.0 3.0 125 293 0.18 0.13 0.72 . 1.04 44.9 47.5 1.00 1.00 18.0 64.5 62.8 112.0 E F 102.2 F c0.51 0.84 0.62 18.8 14.8 100 1.00.. 31.0 1.4 49.8 161 D B 20.3:;.i C Perm 1900' 1900 4.0 0.95 1.00 0.95 1.00.: 1770 3522 0.20 1.00'' 366 3522 1900 1900 .1900 4.0 4.0 1.00 0.95 1.00 0.98 0.95 1.00 1770 3473 0.13 100 241 3473 1233' 40 285 [1.80 170 0.98 0.98 0.98 0.98 0.98 1258 41 291 1204. 173 2 0 0 10 0 1297:" 0 291 1367 0 pm+pt 2 2 67.7 67.7 68.7 68.7 0.60 0.60 5.0 5.0 3.0 3.0.: . 219 2104 0.37 c01U. 0.49 0.78 0.52 19.2 5.6 100 100 10.3 0.7 294 64 C A 0.4 B 6 6 860 86.0 87.0 87.0 0.76 0!76 4.0 5.0 30 3.0 372 2627 039 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 470.6 259 115.0 109:9°Io 15 HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 2/13/2006 G:1043000000 - Hotel De L'OperalCalcstSYNCHRO\Background\Background PMF4iletElvfHaid Associates, Inc. • • 1: NE 17 TER & US 1/BISCAYNE BLVD Timings PM Peak Hour Future Background Traffic Conditions r Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio:. Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Cycle Length: 115 Actuated Cycle Length: 115 Offset: 14 (12%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 6.58 Intersection Signal Delay: 301.0 Intersection Capacity Utilization 109.9% Analysis Period (min) 15 165 Perm t 126 181 1233 285 1180 Perm pm+pt 4 8 2 1 .' 6 4 8 2 6 4 4 8 8 :;`:; .. 2 2 1 6 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 21.0 21,0 21.0 21.0 21.0 21.0 9.0 21.0 24.0 24.0 24.0 24.0 68.0 68.0 23.0 91.0 20.9°I0 20.9% 20.9% 20.9% 59.1% 591, % 20.0% :79 1 % 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 1,0 1.0 0.0 1.0 Lag Lag Lead Perm None None None 20.0 20.0 0.17 0.17 6.58 0.73 2551.6 77.6 0.0 0.0 2551.6 77.6 F E 2551.6 F None C-Max C-Max 20.0 68.7 68.7 0.17 0.60 0.60 1.04 0.85 0.62 96.4 .:. 56.1 17.0 0.0 0.0 0.0 96.4 56.1 17.0 F E B 92.6 21.9 F C None C-Max 87.0 87.0. 0.76 0.76 0.82 0.52' 26.4 0.0 26.4 C intersection LOST F ICU Level of Service H Splits and Phases: 1: NE 17 TER & US 1/BISCAYNE BLVD 6.3 1.3" 7.6 10.9 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHRO\Background\Background PMI4iteidyfitilarsyitd Associates, Inc. 1: NE 17 TER & US 1/BISCAYNE BLVD HCM Signalized Intersection Capacity Analysis PM Peak Hour Future Background Traffic Conditions (Optimized) MOO Lane Configurations Ideal Flow (vphpi) Total Lost time (s) Lane. Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) 1900.. 1900 . 1900 165 0.98 168 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Turn Type Perm Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s), Approach LOS 4.0 1.00 0.94 098 1719 0.43 754 900 1900 1900 1900 4.0 4.0 4.0 1.00 1.00 1.00 1.00 0.90 1.00 0.95 1.00 : 0.95 1770 1683 1770 0.44 : 1.00 0.17 822 1683 321, 76 191 88 126 228 0.98 0.98 0.98 0.98 0.98 78 195 90 129 233 25 0 0 56 0 416 0 90 306 0 Perm 4 38,0 38.0 0.33 4.0.... 3.0 249 c0.55 1.67 38.5 1.00 319.2 357.7 F 357.7 F... 8 38.0 38.0 38.0 38.0 0.33 0.33 4.0 4.0 3.0 3.0 272 556 0.18 0.11 0.33 ''' 0,55 28.9 31.5 1.00 1.00 0.7 1.1 29.7 32.6 C C 32.0 C c0.58 1.39 0.89 33.6 31.1 1.00 1.00 215.3 8.2 248.9 39.3 F D 65.4 E 1900 1900 1900 1900 1900 4.0 0.95 1.00 1.00 0.95 1.00 3522 1770 3473 1.00 0.08 100 3522 144 3473 181 1233 40 285 1180 170 0.98 0.98 0.98 0.98 0.98 0.98 185 1258 41 291 1204 173 0 2 0 0 10 0 185 1297 0 `: 291 1367 0 Perm 4.0 1'.00: 1.00 4.0 0.95 0.98 pm+pt 2 1 6 2 6 46.8 ` 46.8 68.0 68.0 47.8 47.8 69.0 69.0 0.42 ` 0.42' 0.60 0.60 5.0 5.0 4.0 5.0 3.0 3.0 3.0 3.0 133 1464 330 2084 0.37 c0.13 039... 0.40 0.88 0.66 34.6 15.2 1.00 1.00 23.0 1.6 57.6 16.8 E B 23.9 C HCM Average Control Delay HCM Volume to Capacity' ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 76.5 1.41 115.0 109.9%., 15 HCM Level of Service Sum of lost time (s) ICU Level of Service.:. 2.0 H 2/.13/2006 G:1043000000 - Hotel De L'Opera\Calcs\SYNCHRO\Background\Background PM141eLi-aptiminzbad2zipYes, Inc. • • 1: NE 17 TER & US 1/BISCAYNE BLVD Timings PM Peak Hour Future Background Traffic Conditions (Optimized) Lane Configurations Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phases Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%°) Yellow Time (s) All -Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio . . Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS tern 4 165 76 88 Perm Perm 126 181 Perm 1233 285 1180 pm+pt • 2 • 1. 6 6 4 4 8 8 2 2 1 6 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 21.0 21.0 21,0 21.0 21.0 21.0 9.0 21.0 42,0 42.0 42.0 42.0 50.0 50.0 23.0 73.0 36.5% 36.5% 36.5% 36.5% 43 5% 43.5% 20.0% . 63 5% 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 09 0.0 0,0 0.0 1.0 1.0 0.0 " 1.0 Lag Lag Lead None None 38,0 0.33 1.61 317.6 0.0 317.6 317.6 F, None None C-Max C-Max None C-Max 38.0 `` 38.0 47.8 47.8 69.0 69.0 0.33 0.33 0.42 0.42 0.60 0.60 0.33 0.59 1.34 ` 0.89 0.88 0.66 33.3 28.8 224.0 40.2 47.8 16.8 0,0 ;`:0.0 0.0 0.0 0.0 6.3'.. 33.3 28.8 224.0 40.2 47.8 23.1 CC F DDC`' 29.7 63.1 27.4 E C Cycle Length: 115 Actuated Cycle Length: 115 Offset: 14 (12%), Referenced to phase 2:NBTL and 6:SBTL,'Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.61 Intersection Signal Delay: 72.4 Intersection Capacity Utilization 109.9% Analysis Period (min) 15 Intersection LOS: E ICU Level of Service H Splits and Phases: 1: NE 17 TER & US 1/BISCAYNE BLVD o2 04 6 8 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHRO\Background\Background PMIR -- 1pttitrlitrtellM2►r Yes, Inc. 8: NE 17 TER & NE 4th Avenue HCM Unsignalized Intersection Capacity Analysis PM Peak Hour Future Background Traffic Conditions I Lane Configurations 4 Sign Control Free Free Stop; Stop Grade 0% 0% 0°A) 0% Volume (veh/h) 10 = 378 2 0 377 0 0 0 0 0 0 19 Peak Hour Factor 0.98 0.98 0.92 0.92 0.98 0.98 0.92 0.92 0.92 0.98 0.92 0.98 Hourly flow. rate (vph) 10 386 2 0 385 0 0 ' 0 ; 0 0 0 19 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) 248 pX, platoon unblocked vC, conflicting volume 385 388 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 385 388 tC, single (s) 4.1 4.1 tC, 2 stage (s) tF (s) 2.2 2.2 .. p0 queue free % 99 100 cM capacity (veh/h) 1170 1167 None 619 792 619 792 None 194: 598. 793 192 194 598 793 192 7.5 6.5 6.9. 7.5 6.5 6.9 3.5 4.0 3.3 3.5 4.0 3.3 100 100 100 100 100 98 362 317 :815. 383 317 817 Volume Total Volume Left Volume Right eSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS 203 195 192 192 0 .19. 10 0 0 0 0 0 0 2 0 0 0 19 1170 1700 1700 1700 1700 817 0.01 0 11 0.11 0.11 0.00 0.02 1 0 0 0 0 2 0.5 0.0 0.0 0,0 0.0 9.5 A A A 0.2 0,0 `::0.0 9.5 A A • Average Delay Intersection Capacity Utilization Analysis Period (min) 0.4 21.0% 15 ICU Level of Service 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHRO\Background\Background PM14iteleyfilidrlsygid Associates, Inc. 11: NE 17 TER & CONNECTOR HCM Unsignalized Intersection Capacity Analysis PM Peak Hour Future Background Traffic Conditions Lane Configurations Sign Control Grade Volume (veh/h) Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC„ conflicting volume 574 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC single (s) tC, 2 stage (s) tF (s) 2.2 p0 queue free % 100 cM capacity (veh/h) 995 Volume Total " Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) 0.0 Approach LOS 574 4.1 +4' fiT+ Free Free Stop 0p%0 0cio 0°/0 0. " :.315 288 275 .... ` 96 0 0.98 0.98 0.98 0.98 1.00 0.98 O 321 294 281 96 0 437 61 161 196 i379 O 0 0 0 O 0 0 281 0 1700 1700 1700 1700 436 0.09 0.09 012 0.22 ;'0,22 O 0 ...... 0 0 21 0.0 00 0.0 0.0 156 c Done 595 287 595 287 6.8 6.9 3.5 3 3 78 100 436 " .709 96 0.0 15.6 ." .`. c Average Delay Intersection Capacity Utilize tion Analysis Period (min) 1.5 28 8T0 ICU Level of Service 15 2/13/2006 G:1043000000 - Hotel De L'Opera\CalcstSYNCHRO1Background\Background PMI4i"rspitd Associates, Inc. 12: NE 4th Avenue & CONNECTOR HCM Unsignalized Intersection Capacity Analysis PM Peak Hour Future Background Traffic Conditions ovef1 Lane Configurations Sign Control Grade Volume (veh/h) Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting .volume:' vC 1, stage 1 conf vol vC2, stage.2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free cM capacity (vehlh) Volume • Total Volume Left Volume Right eSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS t r Free Free Stop 0% 0% 0% 8 0 96 16 0 275 0.98 0.98 0.98 0.98 0.98 0.98 8 0 98 16 0 281 1700 0.00 0 74 8 4.1 None 220 220 8 6.4 6.2 2.2 3.5 3.3 94 100 74 1612 721 '1074 114 ...: 281 98 0 0 281 1612 1074 006 0.26 5 26 0.0 6.4 9.5 A A 00 64 9.5 A Average Delay Intersection Capacity Utilization Analysis Period (min) 8.4 27.0% 15 ICU Level of Service 2/13/2006 G:1043000000 - Hotel De L'Opera\Calcs\SYNCHRO\Background\Background PM14Tre O2.i id Associates, Inc. 10: N BAYSHORE DR & NE 17 TER HCM Unsignalized Intersection Capacity Analysis t r Lir Moverir PM Peak Hour Future Background Traffic Conditions Lane Configurations Sign Control Grade Volume (veh/h) Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF:(s) p0 queue free % cM capacity (veh/h);. Free Free 0% 0% 541 114 19 388 49 17 0.98 0.98 0.98 0.98 0.98 0.98 552 116 19 396 50 17. Stop 0% None 668 1045 668 4.1 334. 1045 334 6.8 6.9 Volume Total 368 300 19 396 67 Volume Left 0 0 19 0 50 Volume; Right 0 116 0 0 17 cSH 1700 1700 917 1700 265 Volume to Capacity 0.22 0.18 0.02 0.23 0.25 Queue Length 95th (ft) 0 0 2 0 25 Control Delay (s) 0.0 0.0 9.0 0.0 23.1 Lane LOS Approach Delay (s) 0.0 Approach LOS A C 0.4 23.1 C Average Delay Intersection Capacity Utilization Analysis Period (min) 1.5 30.8% 15 ICU Level of Service 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHRO\BackgroundlBackground PMIefittiktiR021sd Associates, Inc. • • 4: NE 18th Street & NE 4th Avenue(Westside) HCM Unsignalized Intersection Capacity Analysis PM Peak Hour Future Background Traffic Conditions aye Lane Configurations Sign Control Grade Volume (veh/h). Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) p0 queue free % cM capacity (veh/1-1) Volume Total Volume Left Volume Right cSH Volume to Capacity Stop 0% 17 135 0.98 0.98 17 138 None 41 Stop 0% 39 3 56 0.98 0.98 0.98 40 3 57 419 388 48 496 None 398 Free 0% 3 77 176 1 0.98 0.98 0.98 0.98 3 79 180 1 80 419 388 48 496 398 180 59 59 7,1 6.5 6.2 7.1 6.5 6.2 4.1 3.5 4.0 3.3 3.5 4.0 3.3 2.2 96 73 96 99 89 100 477 519 1021 356 512 863 1545 86 109 32 32 259 60 170 3 0 79 1 U 40 0 3 1 22 510 633 491 533 1545 1395 0.17 0.17 0.06 0.06 0,05 0.00 Queue Length 95th (ft) 15 15 5 5 4 0 Control Delay (s) 13.5 11.9 12.8 12.2 2,6 0.1 Lane LOS B B B B A A Approach Delay (s) 12.6 12.5 2.6 01 Approach LOS B 95 235 Average Delay Intersection Capacity Utilization Analysis Period (min) 6.8 35.7% 15 ICU Level of Service 0.98 181 181 4.1 Free 0% 1 36 22 0.98 0.98 37 22 463 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHRO\Background\Background PMeSteyflItkisys7id Associates, Inc. • • 26: NE 18th Street & NE 4th Avenue (Eastside) HCM Unsignalized Intersection Capacity Analysis Lane Configurations Sign Control Grade Volume (veh/h) PM Peak Hour Future Background Traffic Conditions -�' -► ► , f " \IP 4 4' 4t 4 • Free Free Stop 0% 0% 0% .4 1.19. 0 3 60 5 • 0 ,3 7 7 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate (vph) 4 121 0 3 61 5 0 3 7 7 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 66... vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 66 tC, single (s) 41 tC, 2 stage (s) tF (s) 2.2 2.2 p0 queue free % 100 100 cM capacity (veh/h) 1533 1464 Volume Total Volume Left Volume Right cS H 121 None.;. Stop 0% 1 1 0.98 0.98 1 1 None 68 202 61 147 199 33 121 168 202 61 147 199 4.1 65 61 34 36 4 0 3 0 0 7 0 0 0 5 7 1 1533 1700 1464 1700 877 802 10 9 Volume to Capacity 0.00 0.04 0.00 0.02 0.01 : ; 0.01 Queue Length 95th (ft) 0 0 0 0 1 1 Control Delay (s) 05 0.0 0.7 0.0 9.2 9.5 Lane LOS A A :..... A A Approach Delay (s) 0.2 0.3 Approach LOS Average Delay Intersection Capacity Utilization;` Analysis Period (min) 33 7.5 6.5 r 6.9 7.5 6.5 6.9 3.5 4.0 3.3 3.5 4.0 3.3 100 100 99 99 100 100 776 690 992. 795 692 1033 ICU Level of Service 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHRO\Background\Background PM141tekkR02-is}d Associates, Inc. • • 20: NE 19th Street & US 1/BISCAYNE BLVD HCM Signalized Intersection Capacity Analysis oue`i Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) 0 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s), Effective Green, g (s) Actuated g1C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) vfs Ratio Prot Ws Ratio Perm vic` Ratio. Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s Approach LOS E `;ect 3900 1900 4.0 1.00 0.95 0`98 1733 0.55 980 75 44 0.98 0.98 77 45 0 20 178 4 23.9 23.9 0.21 4.0 3.0 204 0.18 0.87 44.1 100 31.2 75.3 E 75.3 E 1900 1900 1900 :''1900.... 1900 4.0 4.0 1.00 1.00 0.93 1.00 0.99 0.95 1710 1770 0.85 0.17 1463 313 ,. 74 64 76. .;.161 67 0.98 0.98 0.98 0.98 0.98 76 65 78 164 68 0 0 30 0 0 0 0 277 0 !; 68 Perm Perm PM Peak Hour Future Background Traffic Conditions 8 8 23.9 23.9 0.21 4.0 3.0 304 c0.19 0.91 44.5 1.00 29.7 74.2 E 74.2 E.. 1900 4.0 0.95 0.99 1.00 3515 \t, 1900 ,' ,1900 :;1900 1900 4.0 4.0 1.00 . 0.95 1.00 0.99 0.95 1.00 1770 3521 1.00 0.07 1.00 3515 137 3521 1724 81 169. 1249 45 0.98 0.98 0.98 0.98 0.98 1759 83 172 1274 46 3 0 0 2 0 1839. ' 0 172 ` 1318 0 Perm 2 2 83,1 83,1 83.1 83.1 0.72 0.72 4.0 4.0 3.0 3.0 . . 226 2540 0.52 0.22 0.30 0.72. 5.7 9.3 1.00 1.00 3.4 1.8 9.0 11.1 A B 11.0 B 6 6 83.1 83.1 83.1 83.1 0.72 0.72 4.0 4.0 3.0 3.0 99 2544 0.37 c1.26 1.74 0.52 16.0 7.1 1.00 1.00 370.2 0.8 386.2 7.8 F A 51.4 D HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 34.7 155 115.0 89.0% 15 HCM Level of Service Sum of lost time (s) ICU Lever. of Service 8.0 E:. 2/13/2006 G:1043000000 - Hotel De L'Opera\Calcs\SYNCHRO\Background\Background PMKIeblyThEalsd Associates, Inc. • • Intersection LOS D ICU Level of Service E 20: NE 19th Street & US 1/BISCAYNE BLVD 0.0 0.0 453.1 8.2 F A 59.5 :. E 20: NE 19th Street & US 1/BISCAYNE BLVD Timings PM Peak Hour Future Background Traffic Conditions Lane Configurations Volume (vph) ......................: Turn Type Protected Phases 75 Perm 64 Perm 76 67 Perm 724 169 1249 Perm 2 6 Permitted Phases 4 8 2 6 Detector Phases 4 4 8 8 2 2 6 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 21 0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 Total Split (s) Total Split (%) Yellow Time (s) All Red Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode None Act Effct Green (s) Actuated g/C Ratio vic Ratio Control Delay Queue Delay ..;; Total Delay LOS Approach Delay Approach LOS 30.0 30.0 30.0 30.0 85.0 85.0 85.0 85.0 26.1% 26.1% 26.1% 26.1%':73.9% 73.9% >73.9%':`73.9%': 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 0.0 0.0 :'::: 0.0 0.0 0.0 None 23.9 0.21 0.84 59.2 0.0 59.2 E. 59.2 .. E None None C-Min C-Min 23.9 `: 83.1 83.1 0.21 0.72 0.72 0.91 0.31 0.72 59.7 10.8 11.8 101.7 0.0 9.3 161.4 10.8 21.0 F.: B C 161.4 20.7 C-Min 83.1 0.72 1.87 453.1 C-Min 83.1 0.72 0.52 8.2 Cycle Length: 115 Actuated Cycle Length: 115 Offset: 0 (0%), Referenced to phase 2NBTL and 6:SBTL`Start 'of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.87 Intersection Signal Delay: 48.5 Intersection Capacity Utilization 89.0% Analysis Period (min) 15 Splits and Phases: 02 2/13/2006 G:1043000000 - Hotel De L'Opera\Calcs\SYNCHRO\Background\Background PM4itaixiyililia-rsyd Associates, Inc.