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WHITSETT AVE over LOS ANGELES RIVER

Map 

Coordinates:
+34.14361, -118.40528
34°08'37" N, 118°24'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WHITSETT AVE over LOS ANGELES RIVER
Structure number:53C1383
Location:0.1 M N/O VENTURA BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1950
Year reconstructed:1967
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2013 

Status:Open, no restriction [A]
Average daily traffic:18,649 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:103.0 tons [93.6 metric tons]
Inventory rating:62.0 tons [56.4 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201395.3Not deficientGoodGoodGood18649
December 201194.2Not deficientGoodGoodGood18649
January 201094.3Not deficientGoodGoodGood18000
December 200795.3Not deficientGoodGoodGood18000
July 200595.3Not deficientGoodGoodGood18000
July 199996.0Not deficientGoodGoodGood10800
November 199796.0Not deficientGoodGoodGood10800
July 199596.2Not deficientGoodVery GoodVery Good10800
May 199396.2Not deficientGoodVery GoodVery Good10800
May 199196.2Not deficientGoodVery GoodVery Good10800