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<br />on Table 1 all study intersections are currently operating at an <br />acceptable Level of Service in both peak hours. <br /> <br /> TABLE 1 <br /> SUMMARY OF PEAK HOUR INTERSECTION OPERATION <br /> EXISTING CONDITIONS <br /> AM Peak Hour PM Peak Hour <br />No. Signalized Intersection (City) 1 ICU LOS ICU LOS <br />1 Grand Ave @ Warner Ave 0.457 A 0.730 C <br />2 Grand Ave @ Brookhollow Dr 0.347 A 0.424 A <br />3 Grand Ave @ Dyer Rd 0.624 B 0.828 D <br />4 Main St @ Dyer Rd 0.515 A 0.726 C <br />5 Redhill Ave @ Dyer/Barranca 0.849 D 0.723 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 16.8 B 15.8 B <br />7 SR-55 SB Ramp @ Dyer Rd 28.5 C 26.6 C <br />8 SR-55 NB Ramp @ Dyer Rd 17..9 B 14.3 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 /> <br />Project Build-Out Conditions <br /> <br />The Project Build-Out Traffic Condition consists of existing <br />peak hour traffic with an annual growth rate applied for each <br />year between existing condition and the anticipated Build-out <br />year for the proj ect . The Crazy Horse Square proj ect would be <br />completed in 2007, so a 1% growth was applied to existing <br />traffic to account for ambient growth in the area. Peak hour <br />operating conditions for Project Build-out Year without the <br />proj ect are summarized on Table 2. As shown on Table 2, all <br />study area intersections are forecasted to continue to operate <br />at an acceptable Level of Service in the Project Build-out year. <br /> <br />31 <br /> <br />7 SAr.i 1 <br />