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2020_0323_CCPacket
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2020_0323_CCPacket
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Last modified
10/26/2020 3:16:49 PM
Creation date
3/25/2020 4:13:15 PM
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Roseville City Council
Document Type
Council Minutes
Meeting Date
3/23/2020
Meeting Type
Regular
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Attachment A <br />Horizon Year No-Build PM - Improvements <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)80125027017549090195290290135200105 <br />Future Volume (vph)80125027017549090195290290135200105 <br />Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 <br />Total Lost time (s)4.06.04.05.94.05.95.94.06.0 <br />Lane Util. Factor1.000.951.000.951.000.951.001.000.95 <br />Frt1.000.971.000.981.001.000.851.000.95 <br />Flt Protected0.951.000.951.000.951.001.000.951.00 <br />Satd. Flow (prot)175234111752342317523505156817523324 <br />Flt Permitted0.411.000.081.000.521.001.000.461.00 <br />Satd. Flow (perm)76234111443423953350515688463324 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)82127627617950092199296296138204107 <br />RTOR Reduction (vph)0130090001500660 <br />Lane Group Flow (vph)821539017958301992961461382450 <br />Turn Typepm+ptNApm+ptNApm+ptNAcustompm+ptNA <br />Protected Phases16527438 <br />Permitted Phases62428 <br />Actuated Green, G (s)53.547.960.451.425.916.951.428.218.0 <br />Effective Green, g (s)53.547.960.451.425.916.951.428.218.0 <br />Actuated g/C Ratio0.510.460.580.490.250.160.490.270.17 <br />Clearance Time (s)4.06.04.05.94.05.95.94.06.0 <br />Vehicle Extension (s)2.04.52.04.52.04.54.52.04.5 <br />Lane Grp Cap (vph)44515722221693306570775318575 <br />v/s Ratio Prot0.01c0.45c0.070.17c0.060.080.040.07 <br />v/s Ratio Perm0.080.40c0.110.090.08 <br />v/c Ratio0.180.980.810.340.650.520.190.430.43 <br />Uniform Delay, d112.827.526.216.033.239.814.630.038.3 <br />Progression Factor1.001.001.001.001.001.001.001.001.00 <br />Incremental Delay, d20.117.817.90.23.71.30.20.30.9 <br />Delay (s)12.945.344.116.236.941.114.830.439.2 <br />Level of ServiceBDDBDDBCD <br />Approach Delay (s)43.622.730.236.5 <br />Approach LOSDCCD <br />Intersection Summary <br />HCM 2000 Control Delay35.4HCM 2000 Level of ServiceD <br />HCM 2000 Volume to Capacity ratio0.85 <br />Actuated Cycle Length (s) 103.9Sum of lost time (s)20.0 <br />Intersection Capacity Utilization92.8%ICU Level of ServiceF <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 1 <br /> <br />
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