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Administrative Draft Environmental Impact Report <br /> Gill Medical Center Project <br /> For a detailed discussion of trip generation, trip distribution, trip assignment associated with cumulative <br /> plus project conditions, refer to draft EIR Appendix J. <br /> Table 4.19-15 presents the a.m. peak hour and p.m. peak hour LOS at each study intersection under <br /> Cumulative Plus Project conditions. The worksheets presenting the calculation of LOS are included in the <br /> Traffic Study Technical Appendix (draft EIR Appendix J). <br /> Table 4.19-15.Intersection Level of Service-Cumulative Plus Project Conditions <br /> Inters. Signal AM Peak PM Peak <br /> Study Intersections Control Warrant <br /> Met? LOS Delay LOS Delay <br /> 1 Eight Mile Road&1-5 Southbound Ramps Signal D 37.2 B 14.6 <br /> 2 Eight Mile Road&1-5 Northbound Ramps Signal C 24.8 C 23.4 <br /> 3 Eight Mile Road&Davis Road Signal C 28.4 C 25.9 <br /> 4 Eight Mile Road&Lower Sacramento Road Signal C 28.8 C 28.8 <br /> 5 West Lane&Armstrong Road Signal C 27.1 C 27.9 <br /> 6 West Lane&Ham Lane Signal B 12.3 A 8.3 <br /> 7 West Lane&Eight Mile Road Signal C 31.4 C 28.9 <br /> 8 West Lane&Morada Lane Signal C 33.5 C 33.9 <br /> 9 Eight Mile Road&Ham Lane Signal A 7.7 A 9.4 <br /> 10 Eight Mile Road&Leach Road Signal C 20.2 C 21.4 <br /> 11 Eight Mile Road&Micke Grove Road/Holman Road Signal C 29.5 C 33.8 <br /> 12 Eight Mile Road&SR 99 West Frontage Road Signal C 28.9 C 28.5 <br /> 13 Eight Mile Road&SR 99 East Frontage Road Signal C 23.1 C 24.7 <br /> 14 SR 99 West Frontage Road&SR 99 SB Ramps <br /> 15 SR 99 East Frontage Road&SR 99 NB Ramps <br /> 20 West Lane&Tra Vigne Road B Signal C 27.9 C 27.8 <br /> 21 Eight Mile Road&Tra Vigne Road C Signal B 17.3 B 16.9 <br /> 22 West Lane&West Project Driveway Unsig No A 0.0 A 0.0 <br /> Transportation 4.19-44 October 2021 <br />