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Frewert Tro is Impact Study <br /> 6.0 CUMULATIVE NO-PROJECT CONDITIONS (2040) <br /> The Cumulative No-Project Conditions analysis forecasts how the study area's transportation system <br /> would operate with the growth and changes of the surrounding community by the year 2040.This <br /> scenario considers the development of the county and surrounding communities to the year 2040, <br /> projecting existing traffic volumes to the year 2040 using a compounding annual growth factor.TJKM <br /> has calculated growth rates for a.m. and p.m. peak hours, based on the current SJCOG travel <br /> demand model for the 1-5 corridor near Roth Road, as furnished by the City of Lathrop. Annual <br /> growth rates of 1.11 percent (a.m. peak) and 1.61 (p.m. peak) were used. Figure 8 shows projected <br /> turning movement volumes at the study intersections under Cumulative Conditions. <br /> 6.1 INTERSECTIONS LEVEL OF SERVICE ANALYSIS—CUMULATIVE NO-PROJECT CONDITIONS <br /> Table 9 summarizes the intersection LOS analysis results for Cumulative No-Project Conditions. Under this <br /> scenario, all study intersections operate within applicable jurisdictional standards during both peak hours, <br /> except the intersections at Roth Road/S Harlan Road (Intersection#t) and Roth Road/1-5 Southbound <br /> Ramps(Intersection #3),which operate at unacceptable LOS during both peak hours.Appendix F <br /> contains the detailed LOS analysis worksheets for Cumulative Conditions. <br /> Table 9: Intersection Level of Service Analysis—Cumulative(No-Project) Conditions <br /> Cumulative Conditions <br /> ID Intersection Intersection Control Peak Hourl <br /> Average Delay' LOS-' <br /> 1 Roth Road&S Harlan Road AWSC AM 41.8 E <br /> PM 161.0 F <br /> 2* Roth Road&I-5 Northbound Ramps One-Way Stop AM 11.7 BPM 15.7 C <br /> 3* Roth Road&I-5 Southbound Ramps One-Way Stop AM 25.2 DPM 38.0 E <br /> 4 Roth Road&Manthey Road One-Way Stop AM 10.4 B <br /> PM 11.3 B <br /> 5 Manthey Road&Frewert Road One-Way Stop AM 9.3 A <br /> PM 10.0 B <br /> Notes: <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 /> 6.2 ROADWAY SEGMENT LEVEL OF SERVICE ANALYSIS—CUMULATIVE No-PROJECT CONDITIONS <br /> Table 10 below summarizes the study roadway segment operations under Cumulative Conditions and <br /> includes facility type; maximum daily volumes, no. of lanes, daily volumes and LOS information for each <br /> study roadway segment, Under Cumulative Conditions, the study segment is expected to be operating at <br /> a satisfactory LOS C. <br /> Page 128 <br /> TJKM <br />