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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 No-Build PM <br />MovementEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR <br />Lane Configurations <br />Traffic Volume (vph)7511352451654508518026526512518595 <br />Future Volume (vph)7511352451654508518026526512518595 <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 />Frt1.000.971.000.981.001.000.851.000.95 <br />Flt Protected0.951.000.951.000.951.001.000.951.00 <br />Satd. Flow (prot)175234121752342117523505156817523327 <br />Flt Permitted0.451.000.081.000.541.001.000.501.00 <br />Satd. Flow (perm)822341214334211003350515689283327 <br />Peak-hour factor, PHF0.980.980.980.980.980.980.980.980.980.980.980.98 <br />Adj. Flow (vph)7711582501684598718427027012818997 <br />RTOR Reduction (vph)0130090001350630 <br />Lane Group Flow (vph)771395016853701842701351282230 <br />Turn Typepm+ptNApm+ptNApm+ptNAcustompm+ptNA <br />Protected Phases16527438 <br />Permitted Phases62428 <br />Actuated Green, G (s)53.347.960.651.625.316.451.627.017.2 <br />Effective Green, g (s)53.347.960.651.625.316.451.627.017.2 <br />Actuated g/C Ratio0.520.470.590.500.250.160.500.260.17 <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)47415862241713311558785321555 <br />v/s Ratio Prot0.01c0.41c0.070.16c0.050.080.040.07 <br />v/s Ratio Perm0.080.37c0.090.090.07 <br />v/c Ratio0.160.880.750.310.590.480.170.400.40 <br />Uniform Delay, d112.524.922.815.232.839.414.030.338.3 <br />Progression Factor1.001.001.001.001.001.001.001.001.00 <br />Incremental Delay, d20.16.311.80.22.01.10.20.30.8 <br />Delay (s)12.631.234.615.434.840.614.230.639.1 <br />Level of ServiceBCCBCDBCD <br />Approach Delay (s)30.219.929.336.5 <br />Approach LOSCBCD <br />Intersection Summary <br />HCM 2000 Control Delay28.6HCM 2000 Level of ServiceC <br />HCM 2000 Volume to Capacity ratio0.77 <br />Actuated Cycle Length (s) 103.0Sum of lost time (s)20.0 <br />Intersection Capacity Utilization87.5%ICU Level of ServiceE <br />Analysis Period (min)15 <br />c Critical Lane Group <br />Kimley-HornPage 1 <br /> <br />
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