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Frewert Traffic Impact Study <br /> turning movement counts were used for the study intersections for the Existing Conditions analysis.The <br /> results of the LOS analysis are reported using the HCM 61h Edition methodology in the Synchro 10 <br /> software program.Table 2 summarizes the LOS results for the study intersections under Existing <br /> Conditions. <br /> Under this scenario, all study intersections operate within applicable jurisdictional standards during both <br /> peak hours, except the intersection at Roth Road/S Harlan Road (Intersection #1),which operates at LOS E <br /> during the p.m. peak.Appendix B contains the detailed LOS analysis worksheets under Existing <br /> Conditions. <br /> Table 2: Intersection Level of Service Analysis— Existing Conditions <br /> Existing Conditions <br /> ID Intersection Intersection Control Peak!-lour° <br /> Average Delay2 LOSS <br /> 1 Roth Road&S Harlan Road AWSC AM 19.1 C <br /> PM 42,5 E <br /> 2* Roth Road&1-5 Northbound Ramps One-Way Stop AM 10.6 B <br /> PM 11.9 B <br /> 3* Roth Road&1-5 Southbound Ramps One-Way Stop AM 17.6 C <br /> PM 18.4 C <br /> 4 Roth Road&Manthey Road One-Way Stop AM 10.5 B <br /> PM 10.3 B <br /> 5 Manthey Road&Frewert Road One-Way Stop AM 9.3 A <br /> PM 9.7 A <br /> Notes: <br /> *Indicates intersections which follow Caltrans standards of LOS C or better. <br /> 1.AM—morning peak hour,PM—evening peak hour <br /> 2.Whole intersection weighted average control delay expressed in seconds per vehicle for all-way stop controlled intersections. <br /> Total control delay for the worst movement is presented for side-street stop controlled intersections. <br /> 3.LOS= Level of Service <br /> Bold indicates unacceptable operational conditions based on applicable jurisdictional standards. <br /> 3.7 ROADWAY SEGMENT LEVEL OF SERVICE ANALYSIS— EXISTING CONDITIONS <br /> The analysis methodology used to analyze roadway facilities is described in the LOS analysis methodology <br /> section. LOS was determined by comparing existing traffic volumes for selected roadway segments with <br /> daily traffic capacities.A 24-hour, bi-directional count was collected for the listed roadway segment on <br /> Thursday,July 28, 2022.Table 3 below summarizes the roadway segment operations under existing <br /> conditions and includes facility type; maximum daily volumes, no. of lanes, daily volumes and LOS <br /> information for each study roadway segment. Under Existing Conditions, the study segment is expected to <br /> be operating at a satisfactory LOS B. <br /> Page 113 <br /> TJKM <br />