Table 4-6 (Partial): Intersection Traffic Operations – Cumulative (2035) Conditions No Project Alternative AM Peak Hour
Proposed Alternative
PM Peak Hour
Traffic Control
V/C or Delay1
LOS2
V/C or Delay1
LOS2
Side-Street Stop
117.3>200
F
>200
F
14. North Avenue 18 & Pasadena Avenue
Signalized
0.567
A
0.713
22. Daly Street & North Broadway
Signalized
0.819
D
26. North Alameda Street & West College Street
Signalized
0.450
Side-Street Stop
Intersection 5.
West Avenue 26 & SR 110 Southbound Off-Ramp
33. North Alameda Street & North Main Street/Ord Street 38. State Street & Marengo Street
Notes:
1
Signalized
AM Peak Hour V/C or Delay1
PM Peak Hour
LOS2
V/C or Delay1
LOS2
55.2>20 0
F
>200
F
C
0.84437
D
0.72215
C
0.85410
D
0.7420. 800
CD
0.7610.7 97
C
A
0.5323
A
0.202
A
0.4652
A
53.1
F
17.2
C
39.3
E
18.5
C
0.625590
BA
0.59762
A
0.55388
A
0.42762
A
For all-way stop-controlled intersections, the overall average intersection control delay is reported in seconds per vehicle. For side-street stop control, the average control delay for the worst movement is reported in seconds per vehicle. 2 LOS based on CMA methodology for signalized intersections and HCM unsignalized methodology for unsignalized intersections. Shading indicates that the intersection operates at LOS E or F. Bold-italic indicates a significant impact.
Source: Fehr & Peers, 2012.