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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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201593.6Not deficientVery GoodVery GoodVery Good36000
July 201393.6Not deficientGoodGoodGood36000
June 201193.6Not deficientGoodGoodGood36000
August 200993.6Not deficientGoodGoodGood36000
July 200793.6Not deficientGoodGoodGood36000
September 200693.6Not deficientGoodGoodGood36000
October 200493.6Not deficientGoodGoodGood36000
November 200094.6Not deficientVery GoodVery GoodGood25700
October 199894.6Not deficientGoodGoodGood25700
December 199594.6Not deficientGoodGoodGood25700
October 199395.1Not deficientVery GoodVery GoodVery Good25700
November 199195.1Not deficientVery GoodVery GoodVery Good25700