LOS Analysis Future
Future weekday PM peak hour LOS for the year 2020 is calculated by distributing three years of background growth to the existing volumes. The Future No Project traffic volumes are shown in Figure 3. The results of this analysis are reported in Table 6 . The intersections operate at LOS C or better. Table 6: 2020 Future Without Project PM Peak Hour LOS Intersection Existing Future ID Location Control 1 Avg. Delay (Sec/Veh) LOS Avg. Delay (Sec/Veh) LOS 1 18th Ave/Wildcat Way TWSC 14 B 15 C 2 18th Ave/Walnut St AWSC 12 B 16 C 3 18th Ave/Alder St AWSC 14 B 15 B 4 14th Ave/Water St TWSC 19 C 23 C 5 14th Ave/Dean Nicholson Blvd/Wildcat Way AWSC 14 B 17 C 6 Dean Nicholson Blvd/Walnut St AWSC 9 A <10 A 7 Dean Nicholson Blvd/Alder St AWSC 18 C 19 C 8 University Way/Water St Signal 16 B 16 B 9 University Way/Main St Signal 16 B 16 B 10 University Way/Wildcat Way 2 Signal 11 B 18 B 11 5th Ave/Ruby St AWSC 13 B 14 B 1. AWSC= All Way Stop Control, TWSC=Two Way Stop Control. TWSC delay is for worst approach, not entire intersection. 2. Analyzed using HCM 2000 Methodology due to non-standard phasing. Future signal includes protected+ permissive left turn phases. Source: Fehr & Peers, 2018.
13
Made with FlippingBook flipbook maker