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Draft Supplemental Environmental Impact Report Page IV.B-7 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> Table IV.B-3: Current(2018)-Conditions Intersection Traffic LOS Summary <br /> Existing(2018) <br /> Study Intersections and Traffic Peak- Conditions Acceptable <br /> Driveways Control Hour Delays LOS Conditions <br /> 1 Austin Rd.&Forward Main SSS AM 9.2 A* Yes <br /> Driveway PM 9.5 A* Yes <br /> Austin Rd.&Forward AM 9.1 A* Yes <br /> 2 SecondaryDrivewaySSS PM 9.4 A* Yes <br /> ' 3 Austin Rd.&E.French Camp AWS AM 10.4 B Yes <br /> Rd. PM 19.0 C Yes <br /> SR 99 NB On-off Ramps& AM 17.7 B Yes <br /> 4 E.French Camp Rd. Signal PM 20.1 C Yes <br /> SR 99 SB On-off Ramps&E. SiAM 15.0 B Yes <br /> 5 French Cam Rd. gnal PM 24.1 C Yes <br /> SR 99 Urban Interchange& SiAM 14.1 B Yes <br /> 6 Arch Rd. gnal PM 14.9 B Yes <br /> 7 Arch Rd.&Kingsley Rd. Signal AM 22.1 C Yes <br /> PM 17.7 B Yes <br /> SR 99 SB On-off Ramps& AM 6.6 A Yes <br /> 8 Mariposa Rd. Signal PM 8.0 A Yes <br /> 9 SR 99 NB On-off Ramps& Signal AM 5.1 A Yes <br /> Mariposa Rd. g PM 3.8 A Yes <br /> 1 10 Mariposa Rd. &Austin Rd. Signal AM 4.9 A Yes <br /> PM 6.1 A Yes <br /> 11 Arch Rd.&Austin Rd. Signal AM 11.3 B Yes <br /> PM 16.9 B Yes <br /> Austin Rd.& AM 3.5 A Yes <br /> 12 Cal.Health Care DrivewaySignal PM 5.5 A Yes <br /> Notes:Traffic counts fort e study were conducted in mid-May 2018 <br /> SSS=Side-Street-Stop <br /> AWS=A11-Way-Stop <br /> Signal=Traffic Signal Light <br /> *For side-street-stop controlled intersections,Delay and LOS reported in the above table represent the <br /> worst case(the side street approach controlled by the stop sign). The LOS for the intersection as a whole <br /> is A,with delays less than 10 seconds. <br /> The traffic analysis for study intersection 5 combines the adjacent frontage as one intersection. <br />