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WENTWORTH ST over PACOIMA DIVERSION CHNL

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 2014 

Status:Open, no restriction [A]
Average daily traffic:3,100 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$462,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201476.6Functionally obsoleteFairSatisfactoryVery Good3100
December 201276.6Functionally obsoleteFairSatisfactoryGood3100
March 201176.6Functionally obsoleteFairSatisfactoryGood3100
December 200876.6Functionally obsoleteFairSatisfactoryGood3100
May 200577.6Functionally obsoleteGoodSatisfactoryGood3100
January 200677.6Functionally obsoleteGoodSatisfactoryGood3100
May 200177.6Functionally obsoleteGoodGoodGood3100
May 199977.6Functionally obsoleteGoodGoodGood3100
May 199776.6Functionally obsoleteFairSatisfactoryGood3100
January 199577.6Functionally obsoleteGoodGoodGood3100
January 199377.7Functionally obsoleteGoodVery GoodVery Good3100
December 199077.7Functionally obsoleteGoodVery GoodVery Good3100