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1 - CUP18-27_1703 E 17TH STREET
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1 - CUP18-27_1703 E 17TH STREET
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V/C LOS DelayLOS V/C LOS DelayLOS∆ V/C Impact2. Mabury Street & AM 0.458 A -- -- 0.463 A -- -- 0.005 NO[a] 17th Street PM 0.541 A -- -- 0.544 A -- -- 0.003 NO3. Sherry Lane/Cabrillo Park Dr & AM 0.629 B -- -- 0.634 B -- -- 0.005 NO17th StreetPM 0.734 C -- -- 0.738 C -- -- 0.004 NONoteV/C = Volume to Capacity ratioLOS = Level of Service[a] The existing two-way stopped controlled intersection is proposed to operate as a signalized intersection.TABLE 9INTERSECTION LEVEL OF SERVICE FUTURE WITH PROJECT CONDITIONS (YEAR 2019) - LONG RANGE CONDITIONSNo IntersectionTime PeriodFUTURE WITHOUT PROJECT FUTURE WITH PROJECT321-93
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