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Table 5.1 -Existing Condition Level of Service Analysis Results <br />Intersection Approach Level of Service <br />AM Peak Hour PM Peak Hour <br />EB WB EB WB <br />Nome St./132"d Ave. & Brighton Rd. A A <br />Nome St. & US 85 D C <br />5.1 Estimated 2003 Base Condition Level ojService <br />A level of service analysis was performed using the 2003 background traffic to <br />analyze the affected intersections along the proposed haul route. The results of the <br />intersection analysis are shown in Table 5.2. <br />Table 5.2 - 2003 Background Traffic Level of Service Analysis Results <br />Intersection Approach Level of Service <br />AM Peak Hour <br />EB WB <br />132"d Ave. & Brighton Rd. <br />136`" Ave. & Brighton Rd. <br />136`" Ave. & US 85 <br />A <br />A <br />PM Peak Hour <br />EB WB <br />A <br />A <br />D D C E <br />5.3 Estimated 2003 Future Background Traffic Plus Site Generated Trajjic <br />Level of Service <br />A level of service analysis was performed using the 2003 traffic including site <br />generated traffic. The results of the intersection analysis are shown in Table 5.3. <br />Table 5.3 - 2003 Traffic w/ Site Traffic Level of Service Analysis Results <br />lntersection Approach Level of Service <br />AM Peak Hour PM Peak Hour <br />EB WB EB WB <br />132"d Ave. & Brighton Rd. A A <br />136`h Ave. & Brighton Rd. A A <br />136`h Ave. & US 85 C E C E <br />The level of service result for the AM eastbound approach is shown improving from <br />D to C with the ddition of the site generated traffic. Although this is counter <br />]4 <br />