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BRADDOCK DR over SEPULVEDA CHANNEL

Map

Coordinates:
+33.99750, -118.41361
33°59'51" N, 118°24'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BRADDOCK DR over SEPULVEDA CHANNEL
Structure number:53C1104
Location:0.3 MI SW FWY 405
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,067 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.2 tons [78.4 metric tons]
Inventory rating:52.0 tons [47.3 metric tons]
Sufficiency rating:95.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201595.2GoodVery GoodVery GoodGood-8067
August 201395.2GoodGoodGoodGood-8067
August 201195.2GoodGoodGoodGood-8067
December 200995.2GoodGoodGoodGood-8900
August 200795.2GoodGoodGoodGood-8900
July 200595.2GoodGoodGoodGood-8900
June 200095.2GoodGoodGoodGood-8900
June 199895.2GoodGoodGoodGood-8900
June 199595.3GoodVery GoodVery GoodVery Good-8900
March 199395.3GoodVery GoodVery GoodVery Good-8900
March 199195.3GoodVery GoodVery GoodVery Good-8900