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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 No-Build PM - Improvements <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)3807504401953456033019801551001220125 <br />Future Volume (vph)3807504401953456033019801551001220125 <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)17523505156816943427340050361568175235051516 <br />Flt Permitted0.161.001.000.161.000.951.001.000.951.001.00 <br />Satd. Flow (perm)290350515682803427340050361568175235051516 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)3887654491993526133720201581021245128 <br />RTOR Reduction (vph)0023208000570055 <br />Lane Group Flow (vph)38876521719940503372020101102124573 <br />Turn Typepm+ptNAPermpm+ptNAProtNAPermProtNAPerm <br />Protected Phases74385216 <br />Permitted Phases44826 <br />Actuated Green, G (s)56.532.532.544.525.524.2100.0100.015.090.890.8 <br />Effective Green, g (s)56.532.532.544.525.524.2100.0100.015.090.890.8 <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)28659926820645943326508251381675724 <br />v/s Ratio Protc0.190.220.100.120.10c0.400.06c0.36 <br />v/s Ratio Permc0.220.140.130.060.05 <br />v/c Ratio1.361.280.810.970.880.780.760.120.740.740.10 <br />Uniform Delay, d157.878.875.864.880.880.335.622.885.640.227.2 <br />Progression Factor1.220.960.921.001.001.001.001.001.001.001.00 <br />Incremental Delay, d2179.1135.715.952.218.78.62.10.316.23.00.3 <br />Delay (s)249.5211.585.8117.199.588.937.723.1101.843.227.5 <br />Level of ServiceFFFFFFDCFDC <br />Approach Delay (s)185.4105.243.745.9 <br />Approach LOSFFDD <br />Intersection Summary <br />HCM 2000 Control Delay86.9HCM 2000 Level of ServiceF <br />HCM 2000 Volume to Capacity ratio0.97 <br />Actuated Cycle Length (s) 190.0Sum of lost time (s)23.5 <br />Intersection Capacity Utilization96.2%ICU Level of ServiceF <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 4 <br /> <br />
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