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W NEES AVE over 3RD LIFT CANAL

Map

Coordinates:
+36.85088, -120.56361
36°51'03" N, 120°33'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W NEES AVE over 3RD LIFT CANAL
Structure number:42C0144
Location:AT FAIRFAX AVE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2005]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Fair6 out of 10240085.2
December 2015Good8 out of 10240085.2
January 2014Good8 out of 10240085.2
December 2011Good8 out of 10240085.2
January 2008Good8 out of 10390090.6
December 2005Good8 out of 10390090.6
December 2003Good8 out of 10390090.6
December 2001Good8 out of 10390090.6
February 1999Good8 out of 10390090.6
January 1996Good7 out of 10250092.9
February 1994Good7 out of 10250092.9
November 1991Good7 out of 10250092.9