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SLUSSER RD over MARK WEST CREEK

Map

Coordinates:
+38.48529, -122.82555
38°29'07" N, 122°49'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SLUSSER RD over MARK WEST CREEK
Structure number:20C0007
Location:0.2 MI N OF RIVER RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:66.9 ft. [20.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:85.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairGoodFairGood320085.6
March 2014FairGoodFairGood320085.6
March 2012FairFairFairGood320084.6
May 2010FairFairFairGood100087.6
March 2008FairFairFairGood100087.6
March 2006FairFairFairGood100087.6
March 2004FairFairFairGood100087.6
March 2002FairFairFairGood100087.6
April 2000FairFairFairGood100087.6
October 1998GoodGoodGoodGood100099.6
January 1995GoodVery GoodVery GoodVery Good100099.6
February 1993GoodVery GoodVery GoodVery Good100099.6
April 1990GoodVery GoodVery GoodVery Good100099.6