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V/C LOS DelayLOS V/C LOS DelayLOS∆ V/C Impact1. Mabury Street & AM -- -- 8.89 A -- -- 8.89 A -- NO18th Street/Alley PM -- -- 8.04 A -- -- 8.04 A -- NO2. Mabury Street & AM -- -- 4.41 A 0.425 A -- -- -- NO[a] 17th Street PM -- -- 122.06 F 0.512 A -- -- -- NO3. Sherry Lane/Cabrillo Park Dr & AM 0.571 A -- -- 0.576 A -- -- 0.005 NO17th StreetPM 0.661 B -- -- 0.667 B -- -- 0.006 NONoteV/C = Volume to Capacity ratioLOS = Level of ServiceReported delay is the intersection delay, measured in seconds per vehicle.[a] The existing two-way stopped controlled intersection is proposed to operate as a signalized intersection.TABLE 7EXISTING WITH PROJECT CONDITIONS (YEAR 2018)INTERSECTION LEVEL OF SERVICE No IntersectionEXISTING EXISTING WITH PROJECTTime Period301-91