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WILLIAMS ST over EAST SIDE CANAL

Map

Coordinates:
+35.37649, -118.97784
35°22'35" N, 118°58'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILLIAMS ST over EAST SIDE CANAL
Structure number:50C0232
Location:350 FT S MONTEREY ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
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:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:90.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 10530090.0
November 2015Good7 out of 10530090.0
November 2013Good8 out of 10530090.0
March 2010Good8 out of 1050098.0
November 2005Good8 out of 1050098.0
November 2003Good8 out of 1050098.0
October 2001Good8 out of 1050098.0
November 1999Good8 out of 1050097.0
May 1996Good8 out of 1050097.0
July 1994Good7 out of 1050097.0
June 1992Good7 out of 1050093.0