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S DICKENSON AVE over CRESCENT DITCH

Map

Coordinates:
+36.41051, -119.97721
36°24'38" N, 119°58'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S DICKENSON AVE over CRESCENT DITCH
Structure number:42C0118
Location:1.4 MI S MT WHITNEY AVE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:17.4 ft. [5.3 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:23°
Owner:County Highway Agency [02]
Year built:1946
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:850 [as of 2009]
Truck traffic:17% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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 desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:65.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$127,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodGoodFair85065.5
January 2016FairGoodGoodSatisfactory85076.6
April 2014FairGoodGoodSatisfactory85076.6
January 2012GoodGoodGoodGood60076.6
July 2010GoodGoodGoodGood50076.7
April 2008GoodGoodGoodGood50077.5
March 2006FairGoodGoodSatisfactory50077.5
March 2004FairGoodGoodSatisfactory50077.5
February 2002FairGoodGoodSatisfactory50077.5
March 2000FairGoodGoodSatisfactory50077.5
January 1998FairSatisfactorySatisfactoryGood50077.5
December 1996GoodGoodGoodGood50077.5
October 1994FairSatisfactorySatisfactorySatisfactory50077.5
May 1992FairSatisfactorySatisfactorySatisfactory50077.5