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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 />Opening Year Build PM <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)75117524518048510518026528515518595 <br />Future Volume (vph)75117524518048510518026528515518595 <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)175234141752341117523505156817523327 <br />Flt Permitted0.411.000.081.000.581.001.000.461.00 <br />Satd. Flow (perm)756341414334111063350515688573327 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)77119925018449510718427029115818997 <br />RTOR Reduction (vph)01300110001460630 <br />Lane Group Flow (vph)771436018459101842701451582230 <br />Turn Typepm+ptNApm+ptNApm+ptNAcustompm+ptNA <br />Protected Phases16527438 <br />Permitted Phases62428 <br />Actuated Green, G (s)53.347.960.651.624.816.051.628.918.0 <br />Effective Green, g (s)53.347.960.651.624.816.051.628.918.0 <br />Actuated g/C Ratio0.510.460.580.500.240.150.500.280.17 <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)44015762231697312540780332577 <br />v/s Ratio Prot0.01c0.42c0.070.17c0.050.08c0.050.07 <br />v/s Ratio Perm0.080.41c0.090.090.08 <br />v/c Ratio0.170.910.830.350.590.500.190.480.39 <br />Uniform Delay, d112.825.925.815.833.540.214.429.738.0 <br />Progression Factor1.001.001.001.001.001.001.001.001.00 <br />Incremental Delay, d20.18.620.40.21.81.30.20.40.7 <br />Delay (s)12.934.546.216.035.441.414.630.138.7 <br />Level of ServiceBCDBDDBCD <br />Approach Delay (s)33.423.129.535.7 <br />Approach LOSCCCD <br />Intersection Summary <br />HCM 2000 Control Delay30.6HCM 2000 Level of ServiceC <br />HCM 2000 Volume to Capacity ratio0.79 <br />Actuated Cycle Length (s) 103.7Sum of lost time (s)20.0 <br />Intersection Capacity Utilization89.4%ICU Level of ServiceE <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 1 <br /> <br />
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