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HomeMy WebLinkAboutAppendix J• • APPENDIX J: Future Conditions (2008 With Project) SYNCHRO 6.0 Outputs • 1: NE 17 TER & US 1/BISCAYNE BLVD HCM Signalized Intersection Capacity Analysis 1.'4` - ement PM Peak Hour Future Traffic Conditions Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF 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 g1C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm vlc Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS 1900 1.65 0.98 168 0 0 Perm 4+ 1900' 4.0. 1.00 0.94 0.98 1719 0.14 242 76. 0.98 78 25 416 4 20.0 20.0 0.17 4.0 3.0 42 cl.72 9.91 47.5 1.00 4056.6 4104.1 F 4104.1 F 1900 1900 4.0 1,00 1.00 0.95`, 1770 0.38 716 191 .135 0.98 0.98 195 138 0 0 0 138 Perm 8 20.0 20.0 0.17 4.0 3.0 125 1900 1900 1900 4.0 4.0 1.00 . 1.00 0.91 1.00 1.00 ' 0.95 1688 1770 1.00 0.20 1688 366 136 ::.. 228 181 0.98 0.98 0.98 139 ::'233 185 53 0 0 319 0 185 Perm 8 20.0 20.0 0.17 4.0 3.0 294 0.19 0.19 1.10, 1.09 47.5 47.5 1.00 1.00 111.2 77.2 158,7 124.7 F F 133.9 F 1900 4.0 0.95 0.99 1.00 3509 1.00 3509 1233 0.98 1258: 4 1331 2 2 67.2 67.2 68.2 68.2 0.59' . 0.59 5.0 5.0 3.0 3.0 217 2081 0.38` c0.51 0.85 19.3 1.0© 32.3 51.5 D 0.64 15.3 1.00, 1.5 16.9 B 21.1 C 1900 1900 4.0 1,00 1.00 0.95 1770 0,12 223 75 285 0.98 0.98 77 291 0 0 0 291 pm+pt 1 6 6 86.0 86.0 87.0 87.0 0.76 0.76 4.0 5.0 3.0 3.0 368 2627 c0.10 0.39 0.50 0.79 0.52 21.7 5.6 1.00 1.00 11.0 0.7 32.7 6.4 C A 11.0 B . �.w 1900 1900 4.0 0.95 0.98 1.00 3473 1.00 3473 1180 170 0.98 0.98 1204 173 10 0 1367 0 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 465.9 2.60 115.0 111.6% 15 HCM Level of Service Sum of lost time (s) ICU Level of Service. 12.0 H 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHRO\TotallFuture PM-Peak-P02.spmley-Horn and Associates, Inc. 1: NE 17 TER & US 1/BISCAYNE BLVD Timings 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 Cycle Length: 115 Actuated Cycle Length: 115 Offset:':14 (12%), Referenced tophase:2:NBTL and 6:SBTL, Start of Green.:.. Natural Cycle: 60 Control Type Actuated -Coordinated Maximum vic Ratio: 6.58 Intersection Signal, Delay: 299.7 Intersection Capacity Utilization 111.6% Analysis Period (min) 15 PM Peak Hour Future Traffic Conditions 4\ t 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% 20.9% 20.9% 20 9% '59.1 % 59.1 % 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 None None None 20.0 20.0 0.17 0.17 6.58-.1.11. 2551.6 159.1 0.0 0.0 2551.6 159.1 F F 2551.E None C-Max C-Max None C-Max 20.0 `. 68.2 68.2 :. 87.0 87.0. 0.17 0.59 0.59 0.76 0.76 1.08 0.86. 0.64 0.83 , : 0.52 107.7 57.5 17.7 29.0 6.3 0.0 0.0 0.0 0.0 1.3' 107.7 57.5 17.7 29.0 7.6 F EBC A 121.6 22.5 11.3 F F C B Intersection LOS: F ; ICU Level of Service H Splits and Phases: 1: NE 17 TER & US 1/BISCAYNE BLVD t 02 6 -I' 04 4*- 08 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHRO\Total\Future PM-Peak-P02.stnley-Horn and Associates, Inc. 1: NE 17 TER & US 1/BISCAYNE BLVD HCM Signalized Intersection Capacity Analysis PM Peak Hour Future Traffic Conditions (Optimized) move ver0 r f k. 4\ !10, Lane Configurations Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 4.0 Lane Util. Factor 1.00 Frt 0.94 Fit Protected 0.98 Satd. Flow (prot) 1719 Fit Permitted 0.45 Satd. Flow (perm) 791 Volume (vph) 1.65 7.6 191 Peak -hour factor, PHF 0.98 0.98 0.98 Adj. Flow (vph) , 168 78 195 RTOR Reduction (vph) 0 25 0 Lane Group Flow (vph) ; '0 416 0 Turn Type Perm Protected Phases 4 Permitted Phases 4 8 Actuated Green, G (s) 41.0 41.0 41.0 Effective Green, g (s) 41.0 41.0 41.0 Actuated g/C Ratio 0.36 0.36 0.36 Clearance Time (s) 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 Lane Grp Cap (vph) 282 299 602 v/s Ratio Prot 0.19 v/s Ratio Perm vie Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS ►i c0.53 1.47. 37.0 1 00 231.9 268.9 F 268.9 F ft 1900 1900 1900 .1900 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 4.0 4.0 1.00 1.00 1.00 `' 0.95. 1.00 0.95 1.00 0.91 1.00 0.99 1.00 0.98 0.95 1.00 0.95 1.00 .: 0.95 1.00 1770 1688 1770 3509 1770 3473 0.45 1.00 .. `:' ` 0.14 1.00 . 0.07 .: 1.00 838 1688 265 3509 135 3473 135 136 228 181 1233 7.5. 285 1180 17.0 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 138 139 233 185 1258 77291 1204 173 0 53 0 0 4 0 0 10 0 138 319 0 185 1331 0 291 1367 0 Perm Perm pm+pt 0.16 0.46` 28.5 1.00 1.1 29.6 C 8 0.53 29.4 1,00. 0.9 30.3 C 30.1 2 50.0. 51.0 0.44' 5.0 3.0 118 2 50.0 51.0 0.44 5.0 3.0 1556 0.38 c0.70 1.57 0.86 32.0 28.7 1.00 1,00 292.3 6.2 324.3 , 34.9 F C 70.2 E .. 1 6 6 65.0 65.0 66.0 66.0 0.57 0.57 4.0 5.0 3.0 3.0 234 1993 c012 0.39 0.59 124 0.69 35.0 17.2 1.00' 1 00 140.3 1.9 175.3 19.2 F B 46.4 HCM Average Control Delay 76.8 HCM Volume to Capacity ratio 1.50 Actuated Cycle Length (s) 115.0 Intersection Capacity Utilization 111.6% Analysis Period (min) 15 c Critical Lane Group HCM Level of Service Sum of lost time (s) ICU Level of Service 12.0 H' 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHROITotal\Future PM Optimized-RialikKtilargand Associates, Inc. 1: NE 17 TER & US 1/BISCAYNE BLVD Timings PM Peak Hour Future 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 (%Q). Yellow Time (s) Alf -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 Cycle Length: Actuated Cycle Length: 115 Offset: 14 (12%),Referenced to phase 2:NBTL`and 6SBTL, Start of Green Natural Cycle: 60 Control Type` Actuated -Coordinated Maximum v/c Ratio: 1.57 Intersection Signal Delay: 76.7 Intersection Capacity Utilization 111.6% Analysis Period (min) 15 165 Perm 4 135 Perm Perm 8 2 181 1233 285 1180 pm+pt 2 6 4 4 8 8 2 2 [ .; 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.' 45.0 45.0 45.0 45.0 55.0 55.0 15.0 70.0 39.1% 39.1% 39.1% 39.1% 47.8% 47.8% ;13 0% ..60 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 1.0 . ' 1.0 0.0 1.0 Lag Lag Lead None None C-Max C-Max None C-Max 41.0 : 41.0 51.0 51.0 66.0. 66.0 0.36 0.36 0.44 0.44 0.57 0.57 0.46 0.57 1.57 ` :.0.86 1.24 0.69 34.7 26.8 319.5 35.3 168.8 19.2 0.0 0.0 0.0 . 0.0 0.0 10.1 34.7 26.8 319.5 35.3 168.8 29.2 C... C F D F C 29.0 69.9 53.6. C E D Splits and Phases: m1 6 Intersection LOS: E ICU Level of Service H 1: NE 17 TER & US 1/BISCAYNE BLVD "*-11' m4 2/13/2006 G:1043000000 - Hotel De L'OperatCalcs\SYNCHRO\Total\Future PM Optimized-PkiatfiNilorgand Associates, Inc. • 8: NE 17 TER & NE 4th Avenue HCM Unsignalized Intersection Capacity Analysis Lane Configurations ; V5 PM Peak Hour Future Traffic Conditions Sign Control Free :`Free Stop Stop Grade 0% 0% 0a/O 0% Volume (veh/h) 45 378 2 0 377 0 0 0 0 0 0 76 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) 46 386 2 0 385 " 0 0 0 0 0 0 78 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Biockage 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) iF:(s) 2.2 p0 queue free % 96 cM capacity (vehlh) 1170 None None 749 863 > 194 669 864 192 749 863 194 669 864 192 7.5 6.5 6.9' 7 5 6.5 6 9 2.2 3.5 4.0... 3.3` 3.5 4.0 3.3 100 100 100 100 100 100 91 1167 264 279 815 333 279 817 Volume Total 239 195 192 .. 192 U 78 Volume Left 46 0 0 0 0 0 Volume Right 0 2 0 0 0 78 cSH 1170 1700 1700 1700 1700 817 Volume to Capacity 0.04 011 011 0.11 0.00 0.09 Queue Length 95th (ft) 3 0 0 0 0 8 Control Delay (s) 1.9 0.0 0.0 0 0 0.0 9.9 Lane LOS A .... A A Approach Delay (s) 1.0 0.0 0.0 , ' 9.9 Approach LOS A A Average Delay Intersection' Capacity. Utilization Analysis Period (min) 1.4 28.9% 15 ICU Level of Service 2/13/2006 G:1043000000 - Hotel De L'OperalCalcsISYNCHRO\TotailFuture PM-Peak-P02.47mley-Horn and Associates, Inc. • 11: NE 17 TER & CONNECTOR HCM Unsignalized Intersection Capacity Analysis Lane Configurations Sign Control Grade Volume (vehfh) 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) 437 pX, platoon unblocked vC, conflicting volume. ' 593 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 al capacity (veh/h) 979 ctt6,41;:tier Volume Total Volume Left .: Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS Free Free Stop 0% 0% 0% 0 315 ' 288 293 : 115 0 0.98 0.98 0.98 0.98 1.00 0.98 0 321 294 299 115 :: 0 593 4.1 l61 161 ..'196 397 0 0 0 0 0 0 0 299 0 1700 1700 1700 1700 430 0.09 0.09 0.12 0.23 '; 0.27 0 0 0 0 27 0.0 0.0 0.0 0.0 16.4 C 0.0 0.0 16,4- C None 604. 296 604 296 6.8 6.9 3.5 3.3 73 100 430 700 115 115 PM Peak Hour Future Traffic Conditions Average Delay Intersection Capacity Utilization Analysis Period (min) 1.8 30.4% 15 ICU Level of Se 2/13/2006 G:1043000000 - Hotel De L'Opera\Calcs\SYNCHRO\TotaliFuture PM-Peak-P02.s grnley-Horn and Associates, Inc. • • Free 0% 43 ..........:...... 0.98 12: NE 4th Avenue & CONNECTOR HCM Unsignalized Intersection Capacity Analysis PM Peak Hour Future 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 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 (vehlh) Free Stop 0% 0% f7 115 73 0 . 293 0.98 0.98 0.98 0.98 0.98 0 117 74 74 0 299 74 44 4.1 one 353 353 44 2.2 3.5 3.3 92 100 71 1565 596 1026 Volume Total 44 192 299 Volume Left 0 117 0 Volume: Right 0 0 299 cSH 1700 1565 1026 Volume to Capacity 0.03 0.08 0.29 Queue Length 95th (ft) 0 6 30 Control Delay (s) 0.0 4.8 ;9 9 Lane LOS A A Approach Delay (s) 0 0 4.8 9.9 Approach LOS A Average Delay Intersection, Capacity Utilization Analysis Period (min) 2 7.3 1% 15 ICU eve of Service 2/13/2006 G:1043000000 - Hotel De L`OperalCalcs\SYNCHROITotal\Future PM-Peak-P02.s1 7mley-Horn and Associates, Inc. • 10: N BAYSHORE DR & NE 17 TER HCM Unsignalized Intersection Capacity Analysis Lane Configurations 't, Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 541 114 19 407 56 17 _. Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate (vph) 552 116 19 415 57 17 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 %o cM capacity (vehlh) PM Peak Hour Future Traffic Conditions Volume Total Volume Left Volume Right cSH None 668 1064; 668 4.1 334 1064 334 6.8 6.9 2.2 :3.5 3.3 98 73 97 917 213 ,:662 368 300 19 415 74 0 0 19 0 57 0 116 0 0 17 1700 1700 917 1700 253 Volume to Capacity 022 018 ;0.02 ` 0.24 0.29 Queue Length 95th (ft) 0 0 2 0 30 Control. Delay (s) 0.0 0.0 9.0 0.0 25.0 Lane LOS A . .: D . Approach Delay (s) Approach LOS 0,0 0.4 25.0 D Average Delay Intersection Capacity Utilization Analysis Period (min) 1.7 32.2%. 15 ICU Level of Service 2/13/2006 G:t043000000 - Hotel De L'OperalCalcs\SYNCHRO\TotaliFuture PM-Peak-P02.s1p7mley-Horn and Associates, Inc. • 4: NE 18th Street & NE 4th Avenue (Westside) HCM Unsignalized Intersection Capacity Analysis ver Lane Configurations Sign Control Grade Volume (vehlh)` . 17 Peak Hour Factor 0.98 Hourly flow rate (vph) 17 Pedestrians Lane Width (ft) Walking Speed (ftis) Percent Blockage Right turn flare (veh) Median type Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 470 404 48 544 415 180 59 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 470 404 tC, single (s) 7.1 6,5 6.2 7.1 6.5 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 p0 queue free % 96 60 96 99 82 97 95 cM capacity (veh/h) 406 505 1021 285 498 863 1545 Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS 4T Stop 0% 198 39 3 0.98 0.98 0.98 202 40 3 None PM Peak Hour Future Traffic Conditions 4 4 4 4. Stop Free Free 0% 0% 0% 86 22 77 ,.176 1 9 36 22 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 88 22 79 180 1 9 37 . 22 None 48 544 415 180 118 141 47 66 259 :; 68.. 17 0 3 0 79 9 0 40 0 22 1 22 488 589 475 581 1545 1395 0.24 0.24 0.10 0.11 0.05 0.01 24 23 8 10 , .. 4 0 14.7 13.0 13.4 ` 12.0 2.6 1.1 BBB B A A 13.8 12.6 2.6 1.1 B B. 59 235. 463 181 181 4.1 2.2 99 1395 Average Delay Intersection Capacity Utilization Analysis Period (min) 8.2 37.5%' 15 #CU Level of Service 110 2/13/2006 G:l043000000 - Hotel De L'OperalCalcs\SYNCHRO\TotallFuture PM-Peak-P02.spnley-Horn and Associates, Inc. 26: NE 18th Street & NE 4th Avenue (Eastside) HCM Unsignalized Intersection Capacity Analysis Eau± Lane Configurations Sign Control Grade Volume (veh/h) Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (ft) Walking Speed (ftis) 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) ti Free 0% 4 119 71 4\ PM Peak Hour Future Traffic Conditions Stop Stop 0% 0% 6 60 5 49 60 14 7 1 1 0.98 0.98 0.98 0.98 0.98 0.98 0,98 0.98 0.98 0.98 0.98 0.98 4 121 72 6 61 5 50 61 14 >'7 1 1 66 66 4'1 2.2 p0 queue free °/a 100 cM capacity (veh/h) 1533 ... wire Volume Total 194... 194 None` None 210 ' 244 97:. 190 278 33 210 244 97 190 278 33 4.1 7.5 ` 6.5':. 6.9 7.5 6,5 6,9 2.2 100 1377 65 133 37 36 >126 Volume Left 4 0 6 0 50 7 Volume Right ! 0 72 0 5 14 1 cSH 1533 1700 1377 1700 704 703 Volume to Capacity 0.00 0.08 0.00 0.02 0,18 0.01 Queue Length 95th (ft) 0 0 0 0 16 1 Control Delay (s) 0.5 0.0 1.3 0.0 11.2 10.2 Lane LOS A A Approach Delay (s) 0:2 0.7 Approach LOS B B 11.2 >10.2 B`._ B 3.5 ', 4.0 3.3 3.5 4.0 3.3 93 91 98 99 100 100 723 652 940 685 624 1033 ti Average Delay Intersection Capacity Utilization Analysis Period (min) 3.9 21.8%. 15. ICU Level of Service 2113/2.006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHROITotal\Future PM-Peak-P02.sgmley-Horn and Associates, Inc. 20: NE 19th Street & US 1/BISCAYNE BLVD HCM Signalized Intersection Capacity Analysis over 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) 75 Peak -hour factor, PHF 0.98 Adj. Flow (vph) 77 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) vis Ratio Prot v/s Ratio Perm vfc Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2., ..,. Delay (s) Level of Service Approach. Delay (s) Approach LOS HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group -► 'sr c 41-- ' - t 1900 1900 1900 1900:. 1900 1900 4.0 4.0 1.00 1.00 0.95 0.92 0.98 0.99 1735 1703 0.50 0.87. 887 1498 52 78 64 95 218 67 0.98 0.98 0.98 0.98 0.98 0.98 53 80 ;:.65 97 222 68 19 0 0 28 0 0 191 0 0 356 0 68 Perm 26.0 26.0 0.23 4.0 3.0 201 0.21 095 43.8 1.00 48.3 92.2. F 92.2 F 45.4 177 115.0 94. 1 % 15 Perm c0.24 1.05 44.5 1.00 62.8.... 107.3 F. 107.3 F PM Peak Hour Future Traffic Conditions 1900 1900 1900 1900 1900 ::1900 4.0 4.0 4.0 4.0 1.00 0.95 1.00 0.95. 1.00 0.99 1.00 0.99 0.95 : 1.00 0.95. 1.00 1770 3516 1770 3521 0.15 1.00 0.07 1.00 282 3516 122 3521 1743 : 81 169 :'1299 45 0.98 0.98 0.98 0.98 0.98 1779 83 172 .:`.1326 46 3 0 0 2 0 1859 0 172 1370 0 Perm 8 2 6 2 6 26.0 81.0 81.0 81.0.. 810 26.0 81.0 81.0 81.0 81.0 0.23 0.70. " 0.70 0.70 0.70 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0 339 199 2476 86 2480 0.53 `' 0.39 c1.41 2.00 0.55 0,24 0.34 6.6 1.00 4.6 11.2 B. HCM Level of Service Sum of lost time (s) ICU Level of Service: 0.75 10.7 17.0 1.00 1.00 2.1 488.6 12.8 505.6 9.1 B F A l2.8 64.4 .. B E. 8.0 F` 8.2 1.00 0.9 2/13/2006 G:1043000000 - Hotel De L'OperalCalcs\SYNCHRO\Total\Future PM-Peak-P02.4'1mley-Horn and Associates, Inc. 20: NE 19th Street & US 1/BISCAYNE BLVD Timings PM Peak Hour Future Traffic Conditions Lane Configurations Volume (vph) 75 52 64 Turn Type Perm Perm Protected Phases Permitted Phases 8 169 1299 Perm 95 67 1743 Perm 2 6 .' Detector Phases 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) 30.0 30.0 30.0 30.0 85.0 85.0 85.085.0 Total Split (%) 26.1 % 26.1% 26.1 % 26.1% 73.9% 73.9% 73.9% 73.9% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio vic Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 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: 1.98 Intersection Signal Delay: 71.2 Intersection Capacity Utilization 94.1 % Analysis Period (min) 15 None None None 26.0 0.23 0.95 90.0 0.0 90.0 F 90.0 F None C-Min C-Min C-Min C-Min 26.0 81.0 - ',81.0 81.0 81.0 0.23 0.70 0.70 0.70 0.70 1.05 0.34 0.75 1.98 0.55 99.4 12.3 13.1 497.6 9.2 182.1 0.0 21.0 0.0 ,>;' . 0.0 281.5 12.3 34.1 497.6 9.2 F BC F A. 281.5 33.3 63.6 F C E Intersection LOS: E ICU Level of Service F Splits and Phases: 20: NE 19th Street & US 1/BISCAYNE BLVD 4 • 2/13/2006 G:1043000000 - Hotel De L'OperatCalcs\SYNCHRO\TotallFuture PM-Peak-P02.sKTmley-Horn and Associates, Inc. • • 17: Driveway & NE 4th Avenue HCM Unsignalized Intersection Capacity Analysis 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 None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 188 29 vC1, stage 1 conf vol vC2, stage 2 conf voi vCu, unblocked vol tC, single (s) tC, 2 stage (s) tF (s) 3.5 3.3 p0 queue free % 89 88 cM capacity (veh/h) 760 1046 Volume Total Volume Left Volume Right cSH Volume to Capacity Queue Length 95th (ft) Control Delay (s) Lane LOS Approach Delay (s) Approach LOS 188 6.4 29 6.2 Stop Free Free 0% 0% 0% 76 113 0 53 73 0 0.92 0.92 0.92 0.92 0.92 0.92 83 123 58 79 0 147 205 58 79 83 0 79 123 58 0 909 1700 1547 0.23 0.03 22 0 10.1 0.0 10.1 0.0 B 0.05 4 7.5 A 58 58 4.1 PM Peak Hour Future Traffic Conditions Average Delay Intersection Capacity Utilization Analysis Period (min) 7.8 28.5% 15 ICU Level of Service 2/13/2006 G:i043000000 - Hotel De L'OperalCalcs\SYNCHRO\TotallFuture PM-Peak-P02.sgmley-Horn and Associates, Inc.