CCP 09-30-2002 - Laserfiche WebLink

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Tables 15 and 16 compares 2020 No-Build and Build intersection analysis. The 2020 Build conditions show that intersection operations will improve over the 2020 No-Build conditions at the intersection of Lexington AvenuelGuidant Drive North during the A.M. and P ,M. peak due to the installation of a signal. However, even with the installation of a signal this intersection will experience a LOS E in the A.M. peak Build conditions as a result of the heavy left turns into the site. The rest of the intersections analyzed are anticipated to have similar or worse LOS in the Build conditions than the No- Build conditions due to increased traffic generated by the site. TABLE 15 FUTURE 2020 A.M. AND P.M. PEAK HOUR CAPACITY ANALYSIS LOS RESULTS - SIGNALIZED INTERSECTIONS Signalized Intersection No-Build (2020) Build (2020) A.M. P.M. A.M. P.M. Lexington Avenue & Guidant Drive North - - E B Lexington Avenue & CR F D C F F Hamline Avenue & CR F - . Lexington Avenue & Victoria Street A B A A Lexington Avenue & WB 1-694 Ramps C E D F Lexington Avenue & EB 1-694 C F D F Lexington A venue & CR 96 F F F F Hamline Avenue & CR 96 F F F F TABLE 16 FUTURE 2020 A.M. AND P.M. PEAK HOUR CAPACITY ANALYSIS LOS RESULTS - UNSIGNALlZED INTERSECTIONS U nsignalized Intersection * No-Build (2020) Build (2020) A.M. P.M. A.M. P.M. Lexington Avenue & Guidant Drive North F F - - Hamline Avenue & CR F F F F F Lexington & Guidant Drive South E F F F Fernwood Avenue & CR F C D E F East Drive & CR F C D F F West Drive & CR F B B D D Hamline A venue & West Floral Drive F F F F *Note: Unsignalized Level of Service shows the worse LOS for the stopped movement. Guidant Campus Master Plan Draft AUAR - 39- September 2002 . . .