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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 No-Build PM <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)350680400180315603001795145951105115 <br />Future Volume (vph)350680400180315603001795145951105115 <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)17523505156816943421340035051568175235051516 <br />Flt Permitted0.191.001.000.161.000.951.001.000.951.001.00 <br />Satd. Flow (perm)345350515682863421340035051568175235051516 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)357694408184321613061832148971128117 <br />RTOR Reduction (vph)0023309000560054 <br />Lane Group Flow (vph)357694175184373030618329297112863 <br />Turn Typepm+ptNAPermpm+ptNAProtNAPermProtNAPerm <br />Protected Phases74385216 <br />Permitted Phases44826 <br />Actuated Green, G (s)55.932.532.543.324.922.5100.5100.515.193.193.1 <br />Effective Green, g (s)55.932.532.543.324.922.5100.5100.515.193.193.1 <br />Actuated g/C Ratio0.290.170.170.230.130.120.530.530.080.490.49 <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)29459926820144840218538291391717742 <br />v/s Ratio Protc0.170.200.090.110.09c0.52c0.060.32 <br />v/s Ratio Permc0.190.110.120.060.04 <br />v/c Ratio1.211.160.650.920.830.760.990.110.700.660.08 <br />Uniform Delay, d159.078.873.564.880.581.144.222.485.236.425.8 <br />Progression Factor1.170.950.911.001.001.001.001.001.001.001.00 <br />Incremental Delay, d2120.887.26.039.713.58.318.40.311.62.00.2 <br />Delay (s)190.1162.173.1104.694.189.462.622.796.938.426.0 <br />Level of ServiceFFEFFFECFDC <br />Approach Delay (s)144.197.563.641.6 <br />Approach LOSFFED <br />Intersection Summary <br />HCM 2000 Control Delay82.5HCM 2000 Level of ServiceF <br />HCM 2000 Volume to Capacity ratio1.05 <br />Actuated Cycle Length (s) 190.0Sum of lost time (s)23.5 <br />Intersection Capacity Utilization105.0%ICU Level of ServiceG <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 4 <br /> <br />
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