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SEPULVEDA BLVD over WESTWOOD FLOOD CON CHANN

Map 

Coordinates:
+34.02194, -118.42417
34°01'19" N, 118°25'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SEPULVEDA BLVD over WESTWOOD FLOOD CON CHANN
Structure number:53C0279
Location:0.20 M N/O PALMS BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:53.2 ft. [16.2 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:90.2 ft. [27.5 m]
Skew angle:44°
Owner:City or Municipal Highway Agency [04]
Year built:1956
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: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:36,000 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:109.8 tons [99.8 metric tons]
Inventory rating:87.3 tons [79.4 metric tons]
Sufficiency rating:93.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201593.6GoodVery GoodVery GoodVery Good-36000
July 201393.6GoodGoodGoodGood-36000
June 201193.6GoodGoodGoodGood-36000
August 200993.6GoodGoodGoodGood-36000
July 200793.6GoodGoodGoodGood-36000
September 200693.6GoodGoodGoodGood-36000
October 200493.6GoodGoodGoodGood-36000
November 200094.6GoodVery GoodVery GoodGood-25700
October 199894.6GoodGoodGoodGood-25700
December 199594.6GoodGoodGoodGood-25700
October 199395.1GoodVery GoodVery GoodVery Good-25700
November 199195.1GoodVery GoodVery GoodVery Good-25700