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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)345675400175315553001775145951095115 <br />Future Volume (vph)345675400175315553001775145951095115 <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)17523505156816943427340035051568175235051516 <br />Flt Permitted0.191.001.000.161.000.951.001.000.951.001.00 <br />Satd. Flow (perm)352350515682893427340035051568175235051516 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)352689408179321563061811148971117117 <br />RTOR Reduction (vph)0023508000550054 <br />Lane Group Flow (vph)352689173179369030618119397111763 <br />Turn Typepm+ptNAPermpm+ptNAProtNAPermProtNAPerm <br />Protected Phases74385216 <br />Permitted Phases44826 <br />Actuated Green, G (s)55.732.532.542.924.722.5100.8100.815.093.393.3 <br />Effective Green, g (s)55.732.532.542.924.722.5100.8100.815.093.393.3 <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)29459926819944540218598311381721744 <br />v/s Ratio Protc0.160.200.090.110.09c0.52c0.060.32 <br />v/s Ratio Permc0.190.110.120.060.04 <br />v/c Ratio1.201.150.650.900.830.760.970.110.700.650.08 <br />Uniform Delay, d159.278.873.464.980.681.143.322.385.336.125.7 <br />Progression Factor1.170.950.911.001.001.001.001.001.001.001.00 <br />Incremental Delay, d2114.283.95.736.113.28.315.60.312.41.90.2 <br />Delay (s)183.3158.872.6101.093.889.458.922.597.838.025.9 <br />Level of ServiceFFEFFFECFDC <br />Approach Delay (s)140.596.160.741.3 <br />Approach LOSFFED <br />Intersection Summary <br />HCM 2000 Control Delay80.2HCM 2000 Level of ServiceF <br />HCM 2000 Volume to Capacity ratio1.04 <br />Actuated Cycle Length (s) 190.0Sum of lost time (s)23.5 <br />Intersection Capacity Utilization104.1%ICU Level of ServiceG <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 4 <br /> <br />
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