General Plan Update Review Committee Draft Elements Part 2 For ...

4-26 VISALIA GENERAL PLAN UPDATE
Table 4-7: Future Intersection LOS (2030)
No. Intersection
Control
Type
AM Peak Hour PM Peak Hour
Delay LOS Delay LOS
14 Mineral King Avenue/Akers Street Signal 40.9 D 40.5 D
15 Noble Avenue/Akers Street Signal 33.8 C 52.5 D
16 Noble Avenue/Watson Street Signal 129 B 9.6 A
17 Riggin Avenue/Demaree Street Signal 29.9 C 24.8 C
18 Riggin Avenue/Dinuba Boulevard Signal 22.2 C 24.4 C
19 Riggin Avenue/Giddings Street1 Signal 19.5 B 23.5 C
20 Riggin Avenue/Shirk Road1 Signal 32.9 C 26.2 C
21 Tulare Avenue/Santa Fe Street1 Signal 26.2 C 25.5 C
22 Visalia Parkway/Akers Street1 Signal 23.7 C 24.4 C
23 Walnut Avenue/Shirk Road1 Signal 20.2 C 18.8 B
24 Whitendale Avenue/Demaree Street Signal 8.2 A 11.8 A
25 Whitendale Avenue/Woodland Drive TWSC 14.6 B 21.9 C
TWSC = Two-Way-Stop Control; AWSC = All-Way-Stop Control; OWSC = One-Way-Stop Control;
For Signalized Intersections Average Delay = Average Intersection Delay; For TWSC Intersections Average Delay = Worst-Case Intersection
Movement Delay; For Signalized Intersections LOS = Average Intersection Level-of-Service; For TWSC Intersections LOS = Worst-Case Movement’s
Level-of-Service
1. With planned traffic signal.
2. With planned lane modifications.
Source: Omni-Means, 2012.