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<br /> TABLE 2 <br /> SUMMARY OF PEAK HOUR INTERSECTION OPERATION <br /> PROJECT OPENING YEAR WITHOUT PROJECT CONDITIONS <br /> AM Peak Hour PM Peak Hour <br />No. Signalized Intersection (City) 1 ICU LOS ICU LOS <br />1 Grand Ave @ Warner Ave 0.470 A 0.750 C <br />2 Grand Ave @ Brookhollow Dr 0.356 A 0.435 A <br />3 Grand Ave @ Dyer Rd 0.642 B 0.851 D <br />4 Main St @ Dyer Rd 0.529 A 0.746 C <br />5 Redhill Ave @ Dyer/Barranca 0.873 D 0.744 C <br /> AM Peak Hour PM Peak Hour <br />No. Signalized Intersection (Caltrans) 1 Delay LOS Delay LOS <br />6 Grand Ave @ SR-55 SB Ramp 16.9 B 16.0 B <br />7 SR-55 SB Ramp @ Dyer Rd 29.1 C 27.5 C <br />8 SR-55 NB Ramp @ Dyer Rd 18.4 B 14.5 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 /> <br />Project Impacts <br /> <br />A. Cause an increase in traffic, which is substantial in <br />relation to the existing traffic load and capacity of the <br />street system? <br />B. Exceed, either individually or cumulatively, a level of <br />service standard established by the county congestion <br />management agency for designated roads or highways? <br /> <br />Less than significant impact <br /> <br />Project Traffic Generation <br /> <br />Trip generation estimates for the proposed Crazy Horse Square <br />food and retail center were derived from the Institute of <br />Transportation Engineers (ITE) publication Trip Generation, 7th <br />Edi tion. Trip generation rates for restaurant, retail, fast <br />food, and coffee house uses and the resulting trip generation <br />for each component of the proj ect are summarized on Table 3. <br />Reductions for pass-by traffic for the food and retail uses were <br />taken, based on ITE standards. Table 3 indicates that the Crazy <br />Horse Square food and retail center would generate about 2,696 <br />trips per day, with 96 inbound trips and 86 outbound trips in <br />32 <br /> <br />75ArJ2 <br />