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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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201595.2Not deficientVery GoodVery GoodGood8067
August 201395.2Not deficientGoodGoodGood8067
August 201195.2Not deficientGoodGoodGood8067
December 200995.2Not deficientGoodGoodGood8900
August 200795.2Not deficientGoodGoodGood8900
July 200595.2Not deficientGoodGoodGood8900
June 200095.2Not deficientGoodGoodGood8900
June 199895.2Not deficientGoodGoodGood8900
June 199595.3Not deficientVery GoodVery GoodVery Good8900
March 199395.3Not deficientVery GoodVery GoodVery Good8900
March 199195.3Not deficientVery GoodVery GoodVery Good8900