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Home My WebLink AboutApplication Files_82693_pg0340 2: 1-291 WB Ramps & Route 5 HCM Signalized Intersection Capacity Analysis 2015 Build Weekday AM Peak Hour ttovment EBL ."EBRIBf tdBT SI3Tt. . . , _ Lane Configurations tt tt r Ideal'Flow v fi I 1900 1900 1900 1900 1900 1900 �xt 3 f Total Lost time(s) 4.0 4 0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97,. 1.00 1`.00 0.95 0.95 `1.00 " Frt 1.00 0.85 1.00 1.00 1..00 0.85 Fit Protected 0.95 1.60 `0.95 1.00 1.OQ 1.00 Satd. Flow(prot) 3273 15-09 1641 3282 3252 1455 FltPermitted: 0.96 1m 0-95 too 1,00 1.00 Satd. Flow(perm) 3273 1509 1641 3282 3252 1455 Volume (vph)- 325 185 365 735 855 870 1 Peak-hour factor, PHF 0.80 0.80 0.78 0.78 0.88 0.88 Adj. Flow(vph) 406 231 468 942 972 :989 RTOR Reduction (vph) 0 189 0 0 0 0 Lane Group Flow(vph) 406 42 468 942 972 989R4 Heavy Vehicles (%) 7% 7% 10% 10% 11% 11% t Turn Type Perm Prot ",Free Protected Phases 4 1 2 2 - � Permitted Phases 4 Freed i Actuated Green, G (s) 14.9 14.9 30.2 29.6 29.6 90.0 Effective Green, g (s) 16.3 16.3 30.2 31.5 31.5 90.0 Actuated g/C Ratio 0.18 0.18 0.34 0.35 0.35 1.00 Clearance Time(s) 5.4 5.4 4.0 5.9 5.9 - ,x Vehicle Extension (s) 2.0 2.0 1.5 3.0 3.0 Lane Grp Cap(vph) 593 273 551 11149 1138 1455 v/s Ratio Prot 0.12 c0.29 0.29 c0.30 vls Ratio Perm 0.03 c0 68 i v/c Ratio OM0.15 0.85 0.82 0.85 0.68 a Uniform Delay, d1 34.4 31.0 27.8 26.7 27.1 0.0 Progression Factor 1.00 1.00 1,18 0.94 0.82 1.00 Incremental Delay, d2 2.6 0.1 10.0 5.8 5.1 1.5 .. ,�� fir° O : , , Delay(s) 37.1 31.1 42.7 30.9 27.3 1.5 Level:of"Service D C ® C C A r t. '. Approach Delay(s) 34.9 34.8 14.3 Approach LOS C C B � tniersect�o .summary,n, . - HCM Average Control Delay 24.8 HCM Level of Service „ C, HCM Volume to Capacity ratio 0_81 Actuated.Cycle Length(s) 90.0 Sum of lost time(s) 8.0 Intersection Capacity Utilization 63.1% ICU Level of Service B Analysis"Period (min)` 15 c Critical Lane Group J:\72189..10\tech\Traffic\synchro\2015 B-AM.sy7 Synchro 6 Report VHB, Inc.