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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 />Opening Year Build PM <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)370695435180335603451795145951105145 <br />Future Volume (vph)370695435180335603451795145951105145 <br />Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 <br />Lane Width 121212111212121212121211 <br />Total Lost time (s)5.06.56.55.06.55.07.07.05.07.07.0 <br />Lane Util. Factor1.000.951.001.000.950.970.951.001.000.951.00 <br />Frt1.001.000.851.000.981.001.000.851.001.000.85 <br />Flt Protected0.951.001.000.951.000.951.001.000.951.001.00 <br />Satd. Flow (prot)17523505156816943425340035051568175235051516 <br />Flt Permitted0.171.001.000.161.000.951.001.000.951.001.00 <br />Satd. Flow (perm)305350515682833425340035051568175235051516 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)378709444184342613521832148971128148 <br />RTOR Reduction (vph)0024708000560056 <br />Lane Group Flow (vph)378709197184395035218329297112892 <br />Turn Typepm+ptNAPermpm+ptNAProtNAPermProtNAPerm <br />Protected Phases74385216 <br />Permitted Phases44826 <br />Actuated Green, G (s)56.232.932.943.525.225.0100.3100.315.090.390.3 <br />Effective Green, g (s)56.232.932.943.525.225.0100.3100.315.090.390.3 <br />Actuated g/C Ratio0.300.170.170.230.130.130.530.530.080.480.48 <br />Clearance Time (s)5.06.56.55.06.55.07.07.05.07.07.0 <br />Vehicle Extension (s)2.04.54.52.04.53.07.07.02.07.07.0 <br />Lane Grp Cap (vph)28860627120045444718508271381665720 <br />v/s Ratio Protc0.180.200.090.120.10c0.52c0.060.32 <br />v/s Ratio Permc0.210.130.120.060.06 <br />v/c Ratio1.311.170.730.920.870.790.990.110.700.680.13 <br />Uniform Delay, d158.278.574.364.780.879.944.422.585.338.627.9 <br />Progression Factor1.210.960.931.001.001.001.001.001.001.001.00 <br />Incremental Delay, d2160.591.39.241.317.38.918.70.312.42.20.4 <br />Delay (s)231.2166.677.9106.098.188.863.122.897.840.828.2 <br />Level of ServiceFFEFFFECFDC <br />Approach Delay (s)156.8100.664.443.5 <br />Approach LOSFFED <br />Intersection Summary <br />HCM 2000 Control Delay87.4HCM 2000 Level of ServiceF <br />HCM 2000 Volume to Capacity ratio1.09 <br />Actuated Cycle Length (s) 190.0Sum of lost time (s)23.5 <br />Intersection Capacity Utilization106.7%ICU Level of ServiceG <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 4 <br /> <br />
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