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WENTWORTH ST over PACOIMA DIVERSION CHNL

Map

Coordinates:
+34.23195, -118.41819
34°13'55" N, 118°25'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WENTWORTH ST over PACOIMA DIVERSION CHNL
Structure number:53C1379
Location:0.2 MI SW ARLETA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:76.1 ft. [23.2 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,100 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:63.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$462,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016PoorPoorFairGood310063.5
December 2014FairFairSatisfactoryVery Good310076.6
December 2012FairFairSatisfactoryGood310076.6
March 2011FairFairSatisfactoryGood310076.6
December 2008FairFairSatisfactoryGood310076.6
January 2006FairGoodSatisfactoryGood310077.6
May 2005FairGoodSatisfactoryGood310077.6
May 2001GoodGoodGoodGood310077.6
May 1999GoodGoodGoodGood310077.6
May 1997FairFairSatisfactoryGood310076.6
January 1995GoodGoodGoodGood310077.6
January 1993GoodGoodVery GoodVery Good310077.7
December 1990GoodGoodVery GoodVery Good310077.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.137013700
Steel Protective Coatingsq. ft.137677000
Deck
Reinforced Concrete Decksq. ft.1900901000
Wearing Surfacessq. ft.1901009000
Substructure
Reinforced Concrete Abutmentlinear ft.2323000
Bearings
Elastomeric Bearingeach1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7777000
Steel Protective Coatingsq. ft.3838000