Future Plus Project Future Plus Project weekday PM peak hour LOS for the year 2020 is calculated by adding project trips to the forecasted growth in background trips. The Future-Plus-Project traffic volumes are shown in Figure 4. The results of this analysis are reported in Table 7 . Table 7: 2020 Future Plus Project PM Peak Hour LOS Intersection Future Future Plus Project ID Location Control 1 Avg. Delay (Sec/Veh) LOS Avg. Delay (Sec/Veh) LOS 1 18th Ave/Wildcat Way TWSC 15 C 20 C 2 18th Ave/Walnut St AWSC 16 C 20 C 3 18th Ave/Alder St AWSC 15 B 15 C 4 14th Ave/Water St TWSC 23 C 26 D 5 14th Ave/Dean Nicholson Blvd/Wildcat Way AWSC 17 C 22 C 6 Dean Nicholson Blvd/Walnut St AWSC <10 A <10 A 7 Dean Nicholson Blvd/Alder St AWSC 19 C 21 C 8 University Way/Water St Signal 16 B 16 B 9 University Way/Main St Signal 16 B 17 B 10 University Way/Wildcat Way 2 Signal 18 B 21 C 11 5th Ave/Ruby St AWSC 14 B 16 C 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.
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