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GOSFORD RD NB over ARVIN-EDISON CANAL

Map

Coordinates:
+35.35915, -119.09208
35°21'33" N, 119°05'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GOSFORD RD NB over ARVIN-EDISON CANAL
Structure number:50C0180R
Location:0.3 MI S TRUXTUN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Skew angle:51°
Owner:City or Municipal Highway Agency [04]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:18,900 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:65.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$552,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorPoorGoodGood1890065.4
October 2015FairFairVery GoodVery Good1890067.7
October 2013FairFairVery GoodGood1890067.7
October 2011FairFairVery GoodGood1890067.7
March 2010FairFairVery GoodGood1890068.7
November 2007FairFairVery GoodGood1890068.7
January 2007FairFairVery GoodGood1890089.8
November 2005FairFairVery GoodGood1890089.8
April 2003FairSatisfactoryVery GoodGood1050094.1
April 2001FairSatisfactoryVery GoodGood1050094.1
May 1999FairSatisfactoryVery GoodGood1050094.1
April 1994FairSatisfactoryGoodVery Good1050093.1
February 1992FairSatisfactoryGoodVery Good1050093.1