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summarized in Table 5. As shown in Table T-5 all study <br />intersections are forecasted to continue to operate at an <br />acceptable Level of Service in the 2025 General Plan Build-out <br />year. <br />TABLE 5 <br />SUMMARY OF PEAK HOUR INTERSECTION OPERATION <br />2025 GENERAL PLAN BUILD OUT WITHOUT PROJECT CONDITIONS <br /> AM Peak Hour PM Peak Hour <br />No. Signalized Intersection (City)' ICU LOS ICU LOS <br />1 Grand Ave @ Warner Ave 0.575 A 0.814 D <br />2 Grand Ave @ Brookhollow Dr 0.374 A 0.403 A <br />3 Grand Ave @ Dyer Rd 0.648 B 0.857 D <br />4 Main St @ Dyer Rd 0.658 B 0.853 D <br />5 Redhill Ave @ DyerBarranca 0.784 C 0.729 C <br /> AM Peak Hour PM Peak Hour <br />No. Signalized Intersection (Caltrans) ' Delay LOS Delay LOS <br />6 Grand Ave @ SR-55 SB Ramp 16.7 B 15.6 B <br />7 SR-55 SB Ramp @ Dyer Rd 29.6 C 27.9 C <br />8 SR-55 NB Ramp @ Dyer Rd 20.0 B 15.3 B <br />Intersections under the control of Caltrans are evaluated using the Highway Capacity Manual <br />methodology. All others are evaluated using the Intersection Capacity Utilization (ICU) method. <br />Traffic Impacts 2025 General Plan Build Out Condition <br />Project traffic was added to the 2025 General Plan Build-out <br />Condition traffic volumes, and the study intersections were re- <br />analyzed. The intersection analysis results are summarized in <br />Table 6. As shown in Table 6 with the addition of project- <br />related traffic, all study intersections would continue to <br />operate at an acceptable Level of Service in both peak hours. <br />The project would not generate a significant impact, and no off- <br />site mitigation of project impacts would be required for the <br />project . <br />35 <br />75~-~65 <br />