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Debra Bloom,, P.E. City of Roseville July 13, 2011 Page I I Results of the travel time route comparison and the resultant percent diversion to County Road C2 is summarized in Table 1. The most affected routes from a volume perspective will be Josephine Road and Woodhill Drive between Ham line Avenue and Lexington Avenue. Josephine Road and Woodhill Drive are expected to sec a reduction of approximately 650 and 450 vehicles per day, respectively. It is estimated that approximately 300 vehicles per day of the 450 vpd along Woodhill Drive originate or are destined for the neighborhood between Hamline Avenue and Lexington Avenue, and will utilize the potential County Road C2 connection if constructed. This summarizes the potential County Road C2 connection local changes (approximately 1,100 vehicles per day). Again, Figures 5 through 8 present the current and potential (with the County Road C2 connection) travel time routes for those affected. T'ablle 1 Travel T'iime Com ariison General Travel Pattern Average Travel Time (Seconds) * Percent Diversion to County Road C2 Southwest to /from Northeast (Figure 5) Route 1 125 seconds 50 percent Route 2 135 seconds 80 percent - Route A -via CR C2 125 seconds - -- Route 3 155 seconds 100 percent - Route B -via CR C2 125 seconds - -- Northwest to /from Southeast (Figure 6) Route 1 145 seconds 70 percent Route 2 120 seconds 15 percent - Route A -via CR C2 135 seconds - -- Route 3 80 seconds No Diversion - Route B -via CR C2 105 seconds - -- West to /from East (via Lydia) (Figure 7) Route 1 130 seconds 70 percent Route 2 135 seconds 50 percent - Route A -via CR C2 135 seconds - -- Route 3 95 seconds 30 percent - Route B -via CR C2 100 seconds - -- West to /From East (via CR C2) (Figure 8) Route 1 120 seconds 90 percent Route 2 155 seconds 100 percent - Route A -via CR C2 100 seconds - -- Route 3 120 seconds 80 percent - Route B -via CR C2 110 seconds - -- Travel times for each route include intersections delays.