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WENTWORTH ST over PACOIMA DIVERSION CHNL

Los Angeles County, California

Map

Coordinates:
+34.23167, -118.41833
34°13'54" N, 118°25'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:85.6 tons [77.8 metric tons]
Inventory rating:51.7 tons [47.0 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201663.5PoorPoorFairGoodSD3100
December 201476.6FairFairSatisfactoryVery GoodFO3100
December 201276.6FairFairSatisfactoryGoodFO3100
March 201176.6FairFairSatisfactoryGoodFO3100
December 200876.6FairFairSatisfactoryGoodFO3100
January 200677.6FairGoodSatisfactoryGoodFO3100
May 200577.6FairGoodSatisfactoryGoodFO3100
May 200177.6GoodGoodGoodGoodFO3100
May 199977.6GoodGoodGoodGoodFO3100
May 199776.6FairFairSatisfactoryGoodFO3100
January 199577.6GoodGoodGoodGoodFO3100
January 199377.7GoodGoodVery GoodVery GoodFO3100
December 199077.7GoodGoodVery GoodVery GoodFO3100