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2 EXISTING CONDITIONS San Leandro Crosstown Corridors Study 2-24 Traffic Volume and Operations The average daily traffic between I-880 and San Leandro Boulevard is 9,822 (2016) and the 85th percentile speed is 31 MPH (2016). Traffic operations at six intersections were studied, including traffic count collection and operational analysis: Williams Street at Doolittle Drive, Westgate Parkway, Merced Street, Orchard Avenue, Alvarado Street, and San Leandro Boulevard. Each of the six study intersections along Williams Street are currently operating at a Level of Service rating C or above in the PM peak hour. During the AM peak hour, the intersections at Merced Street and San Leandro Boulevard are operating at Level of Service D and E, respectively. The highest delay occurs at San Leandro Boulevard in the AM peak hour. Queue lengths exceed the existing storage lengths at Doolittle Drive and San Leandro Boulevard in both the AM and PM peak hours. Parking and Loading Parking is permitted on almost all blocks east of I-880 with a few exceptions. There is no parking on many segments in the industrial area west of I -800. Parking occupancy varies significantly depending on adjacent land use. Few to no vehicles are parked in all industrial areas and school zones at night (less than 20% occupancy). Curb occupancy is higher in residential areas, particularly between Alvarado Street and Orchard Avenue (70-84% occupancy). School zones are over capacity during bell times with frequently blocked red curbs, bus stops, or bike lanes. Full parking occupancy maps are provided as an attachment in Appendix B, the existing conditions report. Truck Routes Williams Street is a designated truck route west of I-880 and intersects with other truck routes at Merced Street and Doolittle Drive . The prevalence of industrial truck traffic makes walking and biking less comfortable. Vehicles at the intersection of Williams Street and San Leandro Boulevard DRA F T