RIVERSIDE DR over BURBANK WESTERN CHAN (Route: 0)
Num: 53C0955x
Open: no restriction [A]
Built: 1940, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 25.9 m = 85.0 ft
Main Spans: 1 at 24.7 m = 81.0 ft
Approach Spans: 0
Skew: 36
Width, Roadway: 20.9 m = 68.6 ft (2 Lanes) and Out-To-Out: 24.5 m = 80.4 ft for a 20.7 m = 67.9 ft approaching roadway.
Vertical Clearance: 30.48 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Glendale [30000]: Los Angeles County [037], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 7
0.8MI W/O I-5 FWY

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 39.9 metric ton = 43.9 tons (Load Factor(LF) [1])
Inventory: 24 metric ton = 26.4 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Better than present minimum criteria [7]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: February 2020 [0220] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 6592 (2015) and Trucks: 2%
Future ADT: 7581 (In 2040 )

VICTORY BLVD over BURBANK WESTERN CHAN (Route: 0)
Num: 53C0752x
Open: no restriction [A]
Built: 1940, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 25.9 m = 85.0 ft
Main Spans: 1 at 25 m = 82.0 ft
Approach Spans: 0
Skew: 36
Width, Roadway: 20.8 m = 68.2 ft (4 Lanes) and Out-To-Out: 24.4 m = 80.1 ft for a 20.8 m = 68.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Burbank [08954]: Los Angeles County [037], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 7
0.3MI E/O ALAMEDA AVE

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 55.7 metric ton = 61.3 tons (Load Factor(LF) [1])
Inventory: 33.4 metric ton = 36.7 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: January 2018 [0118] and Frequency: 48

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 22154 (2012) and Trucks: 3%
Future ADT: 26585 (In 2037 )