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SEPULVEDA BLVD over FOX HILLS WASH

Map 

Coordinates:
+33.98000, -118.39333
33°58'48" N, 118°23'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SEPULVEDA BLVD over FOX HILLS WASH
Structure number:53C0308M
Location:100 FT S OF CENTINELA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:18.0 ft. [5.5 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:83.0 ft. [25.3 m]
Deck width edge-to-edge:101.7 ft. [31.0 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1936
Year reconstructed:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:55,000 [as of 2005]
Truck traffic:5% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:42.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$640,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201542.8Functionally obsolete---55000
August 201342.8Functionally obsolete---55000
August 201166.0Functionally obsolete---55000
December 200966.0Functionally obsolete---53000
August 200766.0Functionally obsolete---53000