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Home My WebLink AboutApplication Files_82693_pg0338 2: 1-291 WB Ramps & Route 5 HCM Signalized Intersection Capacity Analysis 2015 No-Build Weekday PM Peak Hour , t I Lane Configurations Idea!Flow(v0 pl) 1900 1900 1900 1900 Total Last 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.. .,, Frt 1..00 0 85 1.00 1.00 1.00 0.85 Flt-Protected;, 0.95 1`.00 0.95 1 00 1.00 1:00 gw3 Satd. Flow(prot) 3213 1482 1736 3471 3505 1568 Of Permitted 0:95 1.00 0.95 . 1O I 1.00 1.00 tt # Satd. Flow(perm) 3213 1482 17 3471 3 36 505 1568 - � Volume(vph) - -190 95 445 955 :;915 500 Peak-hour factor, PHF 0.83 0..83 0.95 0.95 0.92 0.92 Adj: Flow(vph) 229 114 468 1005 995 ' 543 . RTOR Reduction (vph) 0 99 0 0 0 0 Lane Group Flow,(vph) 229 15 468 1005, 995 `543%' �� 3_ �:{ �M _ Heavy Vehicles(%) 9% 9% 4% 4% 3% 3% Turn Type __ .._ ... Perm Plot Freed r. .. Protected Phases 4 1 2 2 I s'OEMNEPermitted Ph s � �~ � =r Free.. ;� fl Actuated Green, G (s) 10.6 10.6 29.5 34.6 34.6 90 0 Effective Gre g(s) en,, 12.0 12 0 29 536 5 ' 36 5 . 90 s :- :. Actuated g/C Ratio 0.13 0.13 0.33 0.41 0.41 1.00 Cleararice Time(s} 5:4 5:4 4 Vehicle Extension (s) 2.0 2.0 1.5 3.0 3.0 Lane Grp Cap.(vph) 428 198 569 ` 1408 r a1421 .'1568 .. _.._. v/s Ratio Prot c0.07 c0.27 c0.29 0.28 u%s Ratio Peim 001 0 35 ._ _ _ z�_ , :.. _ v/c Ratio 0.54 0.08 0.82 0.71 0.70 0.35 Uniform Delay,d 3: 4; 34.1 27.8 22.4 22 2 Progression Factor 1.00 1..00 0.75 1.21 0.98 1.00 Incremental Delay;`d2� 0 6 0.1, 7.3 2.5, 2 2 0 5 IN Delay(s} 37 0 34 2 28.0 29.6 24.0 0.5 0 low Level of Service C C � Approach Delay(s) 36.1 29.1 15.7 Appacti� 3, D� � C Bpi � �� ,..a *.'.'�,.` HGM Average,Control Dela r4 23.7 HCM Level%ofService G HCM Volume to Capacity ratio 0.73 mActuatedClLength(s 90.0 oluf os fimece t Map1E1 - Intersection Capacity Utilization 67A% ICU Level of Service C Analysis Period(min)' _ e- . � 1 ._. ,.. � ._ �.__� c Critical Lane Group J:\72189..10\tech\Traffic\synchro\2015 NB-PM.sy7 Synchro 6 Report VHB, Inc..