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HomeMy WebLinkAboutApplication Files_82693_pg0323 4: 1-291 EB Ramps & Route 5 HCM Signalized Intersection Capacity Analysis 2015 Build Weekday AM Peak Hour Lane Configurations 11) t tt r � tt "- r Itleal Flow(vphpl) 1900 1000 " 1900 1900 1900 ,1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4 0 4.0 4.0 4.0 4.0 4-0 4.0 Lane Util. Factor Q.97 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 .1.00 Frt 1.00 1.00 0..85 1.00 0.91 1.00 1.00 0.85 1.00 1.00 035 Fit Protected 0.95 1.00 1.00 - 0.95. 1.00 0.95 1.00 1,.00 _ "0.95 9.00 1.00 Satd. Flow(prot) 3242 1759 1495 1770 1699 1736 3471 1553 1736 3471 1553 Flt Permitted: .: 0.96:' 1.00 1.00 0.95 1.00 0.95 1:00 1.00 0.95 1.00 1.OQ Satd. Flow(perm) 3242 1759 1495 1770 1699 1736 3471 1553 1736 3471 1553 ' VoI (Vph} 440 175 �440 350 35 " ,,50 70 610 125 50 ` ,820 170 Peak-hour factor, PHF 0.92 .0.92 0.92 0.82 0 82 0.82 0..96 0.96 0.96 0.93 0.93 0 93 Iqj Flow(Vph) 47$ 190 478 427 43 61 73 635- 130 54 882 1 183 ' RTOR Reduction (vph) 0 0 0 0 47 0 0 0 87 0 0 0 Lane Gr,_oup Flow(vph')." "478. 190 478 427 . 57 0 73 635 43 . ': 54 882 183 Heavy Vehicles(%) 8%° 8% 8% 2% 2% 2% 4% 4% 4% 4% 4% 4%° Turn Type Split_ Free" ,Split_ Prot Perm Prot Free Protected Phases 4 4 7 7 1 6 5 2 Permitted Phase s - Free. 6 Free Actuated Green, G (s) 16.9 16.9 90.0 19.1 19.1 6.8 27.7 27.7 6.3 271.2 90.0 Ef�'ective Green,g (s) 17.9 17 9 90,:0" 20'.1 2 .1 6.8 0'7 29.7 6.3 .29.2 90.0 Actuated g1C 1_1Ratio 0.20 0.20 1.00 0.22 0.22 0.08 0.33 0.33 0.07 0.32 1.00 Clearance Time (s} 5. 6.0 5.0 5 D 4.0 6.0 6.0 4.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 3.0 3.0 2.0 3.0 Lane Grp Cap(vph) 645 " 350`, 1495 395 379 131 1145 512 122 1126 1553' v/s Ratio Prot c0.15 0.11 c0 24 0.03 c0.04 0.18 0.03 c0.25 v/s Ratio Perm' c0:32 0 03 0.12 v/c Ratio 0.74 0.54 0.32 1.08 0.15 0.56 0.55 0.08 0.44 0.78 0.12 Uniform Delay, d1 33.:9 32.4 0.0 34 9 28,1 4.0.1 24.7 .20:8 40.2 27.5 0.0 Progression Factor 1.00 1.06 1 00 1.00 1.00 1.00 1.00 1.00 0.43 1.17 1.00 Incremental Delay, d2 4.0 0,9 .68 7 Oil 219 4 9 ;0.3 0.6 3.3 0.1j ' Delay(s) 37.9 33.3 0.6 103.7 28.1 43.0 26.7 211.11. 18.0 35.5 0.1 Level ofi Service D C . , .;�_ . ._. _.a �.. . :. C� _, . ...t B: - D A Approach Delay(s) 21.6 88.9 27.2 28.9 Approach LOS; C _ F HCM Average Control Delay 34 HCM Level of Service C_, HCM Volume to Capacity ratio 0.84 Actuated Cycle Length (s} 90.0 Sum of lost time(s) Intersection Capacity Utilization 68 8% ICU Level of Service C Analysis Period (min) . `� = c Critical Lane Group J:\72189.10\tech\Traffic\synchro\2015 B-AM.sy7 Synchro 6 Report ' VHB, Inc,