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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 Build AM - Improvements <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)8519521512541030295815165951740220 <br />Future Volume (vph)8519521512541030295815165951740220 <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. Factor1.000.951.001.000.950.970.911.001.000.951.00 <br />Frt1.001.000.851.000.991.001.000.851.001.000.85 <br />Flt Protected0.951.001.000.951.000.951.001.000.951.001.00 <br />Satd. Flow (prot)17523505156816943469340050361568175235051516 <br />Flt Permitted0.251.001.000.361.000.951.001.000.951.001.00 <br />Satd. Flow (perm)470350515686403469340050361568175235051516 <br />Peak-hour factor, PHF0.960.960.960.960.960.960.960.960.960.960.960.96 <br />Adj. Flow (vph)8920322413042731307849172991812229 <br />RTOR Reduction (vph)0020503000690044 <br />Lane Group Flow (vph)89203191304550307849103991813185 <br />Turn Typepm+ptNAPermpm+ptNAProtNAPermProtNAPerm <br />Protected Phases74385216 <br />Permitted Phases44826 <br />Actuated Green, G (s)23.715.715.731.319.522.4114.0114.025.0116.6116.6 <br />Effective Green, g (s)23.715.715.731.319.522.4114.0114.025.0116.6116.6 <br />Actuated g/C Ratio0.120.080.080.160.100.120.600.600.130.610.61 <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)11228912917035640030219402302150930 <br />v/s Ratio Prot0.030.06c0.05c0.13c0.090.170.06c0.52 <br />v/s Ratio Perm0.070.010.080.070.12 <br />v/c Ratio0.790.700.140.761.280.770.280.110.430.840.20 <br />Uniform Delay, d178.184.980.972.985.281.318.316.375.929.416.1 <br />Progression Factor0.960.971.101.001.001.001.001.001.001.001.00 <br />Incremental Delay, d229.28.50.916.7145.58.60.20.20.54.20.5 <br />Delay (s)104.490.589.989.5230.889.818.516.576.433.616.6 <br />Level of ServiceFFFFFFBBECB <br />Approach Delay (s)92.6199.534.733.8 <br />Approach LOSFFCC <br />Intersection Summary <br />HCM 2000 Control Delay62.0HCM 2000 Level of ServiceE <br />HCM 2000 Volume to Capacity ratio0.89 <br />Actuated Cycle Length (s) 190.0Sum of lost time (s)23.5 <br />Intersection Capacity Utilization93.1%ICU Level of ServiceF <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 4 <br /> <br />
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