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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 />Existing PM <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)7011252451604458518026026512518095 <br />Future Volume (vph)7011252451604458518026026512518095 <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)175234111752342017523505156817523323 <br />Flt Permitted0.451.000.081.000.561.001.000.511.00 <br />Satd. Flow (perm)831341114334201024350515689343323 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)7111482501634548718426527012818497 <br />RTOR Reduction (vph)0130090001340680 <br />Lane Group Flow (vph)711385016353201842651361282130 <br />Turn Typepm+ptNApm+ptNApm+ptNAcustompm+ptNA <br />Protected Phases16527438 <br />Permitted Phases62428 <br />Actuated Green, G (s)53.047.860.751.725.116.251.727.017.1 <br />Effective Green, g (s)53.047.860.751.725.116.251.727.017.1 <br />Actuated g/C Ratio0.520.460.590.500.240.160.500.260.17 <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)47515862251719313552788324552 <br />v/s Ratio Prot0.01c0.41c0.060.16c0.050.080.040.06 <br />v/s Ratio Perm0.070.36c0.090.090.07 <br />v/c Ratio0.150.870.720.310.590.480.170.400.39 <br />Uniform Delay, d112.624.821.915.032.839.513.930.238.2 <br />Progression Factor1.001.001.001.001.001.001.001.001.00 <br />Incremental Delay, d20.16.09.40.21.81.10.20.30.8 <br />Delay (s)12.630.731.315.234.640.614.130.539.0 <br />Level of ServiceBCCBCDBCD <br />Approach Delay (s)29.918.929.136.3 <br />Approach LOSCBCD <br />Intersection Summary <br />HCM 2000 Control Delay28.2HCM 2000 Level of ServiceC <br />HCM 2000 Volume to Capacity ratio0.76 <br />Actuated Cycle Length (s) 102.8Sum of lost time (s)20.0 <br />Intersection Capacity Utilization86.9%ICU Level of ServiceE <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 1 <br /> <br />
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