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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)801290270190525110195290310165200105 <br />Future Volume (vph)801290270190525110195290310165200105 <br />Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 <br />Total Lost time (s)4.06.04.05.94.05.95.94.06.0 <br />Lane Util. Factor1.000.951.000.951.000.951.001.000.95 <br />Frt1.000.971.000.971.001.000.851.000.95 <br />Flt Protected0.951.000.951.000.951.001.000.951.00 <br />Satd. Flow (prot)175234141752341417523505156817523324 <br />Flt Permitted0.381.000.081.000.551.001.000.431.00 <br />Satd. Flow (perm)699341414434141007350515687983324 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)821316276194536112199296316168204107 <br />RTOR Reduction (vph)01300100001610660 <br />Lane Group Flow (vph)821579019463801992961551682450 <br />Turn Typepm+ptNApm+ptNApm+ptNAcustompm+ptNA <br />Protected Phases16527438 <br />Permitted Phases62428 <br />Actuated Green, G (s)53.547.960.451.425.716.751.429.818.7 <br />Effective Green, g (s)53.547.960.451.425.716.751.429.818.7 <br />Actuated g/C Ratio0.510.460.580.490.250.160.490.280.18 <br />Clearance Time (s)4.06.04.05.94.05.95.94.06.0 <br />Vehicle Extension (s)2.04.52.04.52.04.54.52.04.5 <br />Lane Grp Cap (vph)41315632211677311559770328594 <br />v/s Ratio Prot0.01c0.46c0.080.19c0.050.08c0.050.07 <br />v/s Ratio Perm0.090.43c0.100.100.09 <br />v/c Ratio0.201.010.880.380.640.530.200.510.41 <br />Uniform Delay, d113.128.328.716.633.740.315.029.738.1 <br />Progression Factor1.001.001.001.001.001.001.001.001.00 <br />Incremental Delay, d20.125.329.30.33.21.50.20.60.8 <br />Delay (s)13.253.658.016.936.841.815.230.338.9 <br />Level of ServiceBDEBDDBCD <br />Approach Delay (s)51.726.430.235.9 <br />Approach LOSDCCD <br />Intersection Summary <br />HCM 2000 Control Delay39.5HCM 2000 Level of ServiceD <br />HCM 2000 Volume to Capacity ratio0.86 <br />Actuated Cycle Length (s) 104.6Sum of lost time (s)20.0 <br />Intersection Capacity Utilization94.8%ICU Level of ServiceF <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 1 <br /> <br />
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