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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 PM - Improvements <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)4007654751953656037519801551001220155 <br />Future Volume (vph)4007654751953656037519801551001220155 <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 />Frt1.001.000.851.000.981.001.000.851.001.000.85 <br />Flt Protected0.951.001.000.951.000.951.001.000.951.001.00 <br />Satd. Flow (prot)17523505156816943431340050361568175235051516 <br />Flt Permitted0.131.001.000.161.000.951.001.000.951.001.00 <br />Satd. Flow (perm)247350515682803431340050361568175235051516 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)4087814851993726138320201581021245158 <br />RTOR Reduction (vph)0024607000570057 <br />Lane Group Flow (vph)408781239199426038320201011021245101 <br />Turn Typepm+ptNAPermpm+ptNAProtNAPermProtNAPerm <br />Protected Phases74385216 <br />Permitted Phases44826 <br />Actuated Green, G (s)56.532.532.544.525.526.8100.0100.015.088.288.2 <br />Effective Green, g (s)56.532.532.544.525.526.8100.0100.015.088.288.2 <br />Actuated g/C Ratio0.300.170.170.230.130.140.530.530.080.460.46 <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)27959926820646047926508251381627703 <br />v/s Ratio Protc0.200.220.100.120.11c0.400.06c0.36 <br />v/s Ratio Permc0.230.150.130.060.07 <br />v/c Ratio1.461.300.890.970.930.800.760.120.740.770.14 <br />Uniform Delay, d160.678.877.064.881.379.035.622.885.642.329.2 <br />Progression Factor1.180.970.941.001.001.001.001.001.001.001.00 <br />Incremental Delay, d2224.2146.926.452.225.29.12.10.316.23.50.4 <br />Delay (s)295.7223.498.9117.1106.688.137.723.1101.845.829.7 <br />Level of ServiceFFFFFFDCFDC <br />Approach Delay (s)205.0109.944.447.9 <br />Approach LOSFFDD <br />Intersection Summary <br />HCM 2000 Control Delay93.9HCM 2000 Level of ServiceF <br />HCM 2000 Volume to Capacity ratio1.02 <br />Actuated Cycle Length (s) 190.0Sum of lost time (s)23.5 <br />Intersection Capacity Utilization98.2%ICU Level of ServiceF <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 4 <br /> <br />
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