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COMMERCIAL STREET over WILDHORSE CREEK

Map

Coordinates:
+45.76864, -118.55925
45°46'07" N, 118°33'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COMMERCIAL STREET over WILDHORSE CREEK
Structure number:59C568082500383
Location:O.15 MI W OF HWY 11
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1924
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:508 [as of 2010]
Truck traffic:20% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:63.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$302,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairSatisfactorySatisfactory50863.0
August 2015FairFairSatisfactorySatisfactory50863.0
August 2013FairSatisfactorySatisfactorySatisfactory50864.0
August 2011FairSatisfactorySatisfactorySatisfactory50864.0
July 2009FairGoodSatisfactorySatisfactory50864.0
August 2007FairGoodSatisfactorySatisfactory48865.2
July 2005FairGoodSatisfactoryGood48865.2
August 2003FairGoodSatisfactoryGood47464.9
August 2001GoodGoodGoodGood46064.9
June 1999GoodVery GoodGoodGood46064.9
June 1997GoodVery GoodGoodGood46064.9
July 1995GoodVery GoodGoodGood46077.9
September 1993GoodGoodGoodGood46076.9
October 1991GoodGoodGoodVery Good46077.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5315151600
Deck
Reinforced Concrete Top Flangesq. ft.1,3001,16313700
Wearing Surfacessq. ft.1,1801,176400
Substructure
Reinforced Concrete Pier Walllinear ft.44202400
Reinforced Concrete Abutmentlinear ft.4441300
Joints
Other Jointlinear ft.4404400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1181011700