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N FOWLER AVE over FANCHER CREEK CANAL

Map

Coordinates:
+36.74410, -119.68190
36°44'39" N, 119°40'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N FOWLER AVE over FANCHER CREEK CANAL
Structure number:42C0566
Location:NORTH OF TULARE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:28.9 ft. [8.8 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:104.3 ft. [31.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1959
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,391 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Superior to present desirable criteria [9]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood2239180.6
February 2015GoodGoodGoodGood2239180.6
March 2013GoodGoodGoodGood2239180.6
October 2011GoodGoodGoodGood2239180.6
November 2009GoodGoodGoodGood680085.5
January 2008GoodGoodGoodGood680093.0
November 2005GoodGoodGoodGood680093.0
November 2003GoodGoodGoodGood680093.0
November 2001GoodGoodGoodGood680093.0
November 1999GoodGoodGoodGood680093.0
June 1995FairSatisfactoryGoodSatisfactory680092.7
May 1993FairSatisfactoryGoodSatisfactory680092.7
January 1991FairSatisfactoryGoodSatisfactory680091.7