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ICU calculations were performed at each signalized intersection for future <br />traffic volumes under existing lane configurations. Table 4 summarizes the <br />anticipated V/C and LOS values that are anticipated under the no widening <br />alternative. <br />('> Signal under construction. <br />1 -17 <br />Table 4 <br />Year 2046 Intersection V/C and LOS Values <br />on Bristol Street Without <br />Widening <br />BRISTOL STREET <br />A.M. PEAK <br />P.M. PEAK <br />AT <br />V/C <br />LOS <br />V/C <br />LOS <br />Memory Lane <br />1.26 <br />F <br />1.14 <br />F <br />Santa Clara Avenue <br />1.11 <br />F <br />1.00 <br />E <br />17th Street <br />1.00 <br />E <br />1.18 <br />F <br />Washington Avenue <br />0.95 <br />E <br />1.00 <br />E <br />Civic Center Drive <br />0.90 <br />D <br />1.01 <br />F <br />5th Street <br />0.87 <br />D <br />0.90 <br />D <br />Santa Ana Boulevard <br />0172 <br />C <br />0.85 <br />D <br />1 st Street <br />0.98 <br />E <br />1.15 <br />F <br />Bishop St. /Willits St. <br />0.59 <br />A <br />0.82 <br />D <br />McFadden Ave. <br />0.89 <br />D <br />0.85 <br />D <br />Edinger Ave. <br />0.75 <br />C <br />0.90 <br />D <br />Glenwood PIP) <br />0.60 <br />A <br />0.66 <br />B <br />Warner Ave. <br />0.71 <br />C <br />0.96 <br />E <br />('> Signal under construction. <br />1 -17 <br />