AgdaPkt 2013-03-11 - Laserfiche WebLink

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HC 7.A. - Page 283 ;rsection Capacity Analysis 6: Middlefield Rd & Woodside Rd 6/19/2012 � � � � � � � � � � i � Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � �"� � �'� � � �� "� Volume(vph) 110 340 85 510 370 345 105 1170 515 355 1165 85 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time(s) 3.5 3.5 4.0 4.0 4.0 3.5 5.5 5.5 3.5 5.5 Lane Util. Factor 0.91 0.91 0.91 0.91 1.00 1.00 0.95 1.00 0.97 0.95 Frpb,ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 Flt Protected 0.95 1.00 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(prot) 1610 3274 1610 3327 1555 1770 3539 1583 3433 3503 Flt Permitted 0.95 1.00 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow(perm) 1610 3274 1610 3327 1555 1770 3539 1583 3433 3503 Peak-hourfactor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow(vph) 115 354 89 531 385 359 109 1219 536 370 1214 89 RTOR Reduction(vph) 0 11 0 0 0 108 0 0 137 0 3 0 Lane Group Flow(vph) 103 444 0 297 619 251 109 1219 399 370 1300 0 Confl. Peds.(#/hr) 4 3 3 4 Turn Type Split Split Perm Prot Perm Prot Protected Phases 3 3 4 4 5 2 1 6 Permitted Phases 4 2 Actuated Green,G(s) 22.0 22.0 34.3 34.3 34.3 13.8 78.0 78.0 22.9 87.1 Effective Green,g (s) 22.0 22.0 34.3 34.3 34.3 13.8 78.0 78.0 22.9 87.1 Actuated g/C Ratio 0.13 0.13 0.20 0.20 0.20 0.08 0.45 0.45 0.13 0.50 Clearance Time(s) 3.5 3.5 4.0 4.0 4.0 3.5 5.5 5.5 3.5 5.5 Vehicle Extension(s) 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 2.0 3.0 Lane Grp Cap(vph) 204 415 318 657 307 141 1589 711 453 1757 v/s Ratio Prot 0.06 c0.14 0.18 c0.19 0.06 c0.34 c0.11 0.37 v/s Ratio Perm 0.16 0.25 v/c Ratio 0.50 1.07 0.93 0.94 0.82 0.77 0.77 0.56 0.82 0.74 Uniform Delay,d1 70.8 75.8 68.6 68.7 66.7 78.4 40.2 35.2 73.4 34.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.7 63.8 33.1 21.7 14.8 20.9 3.6 3.2 10.4 2.8 Delay(s) 71.5 139.6 101.7 90.4 81.5 99.3 43.8 38.4 83.7 37.2 Level of Service E F F F F F D D F D Approach Delay(s) 127.0 90.5 45.5 47.5 Approach LOS F F D D Intersection Summary HCM Average Control Delay 65.3 HCM Level of Service E HCM Volume to Capacity ratio 0.86 Actuated Cycle Length(s) - 173.7 Sum of lost time(s) - 16.5 Intersection Capacity Utilization 84.3% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group 6/13/2012 2012 Saturday Midday Peak Hour Synchro 7- Report Page 3