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OCR 3683 over SMITH CREEK

Map

Coordinates:
+48.20111, -118.98556
48°12'04" N, 118°59'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OCR 3683 over SMITH CREEK
Structure number:081382000000000
Location:0.72 NO.JCT.SR155
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2099

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:72 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:82.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$312,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2099FairGoodSatisfactorySatisfactory7282.1
October 2017GoodVery GoodVery GoodVery Good7282.1
October 2015GoodVery GoodVery GoodVery Good7281.8
October 2014GoodVery GoodVery GoodVery Good9081.8
October 2013GoodVery GoodVery GoodVery Good9081.8
November 2011GoodVery GoodVery GoodVery Good6681.8
October 2009GoodVery GoodVery GoodVery Good6681.8
February 2008GoodVery GoodVery GoodVery Good10676.2
December 2005GoodVery GoodVery GoodVery Good10676.2
October 2003GoodVery GoodVery GoodVery Good10676.2
March 2002GoodVery GoodVery GoodVery Good10676.2
November 1999GoodVery GoodVery GoodVery Good10676.2
March 1998GoodVery GoodVery GoodVery Good8981.8
November 1995GoodVery GoodVery GoodVery Good8980.3
January 1994GoodVery GoodVery GoodVery Good12378.3
October 1991GoodVery GoodVery GoodVery Good12378.3