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MAIN STREET SOUTH over JIM FORD CREEK

Map

Coordinates:
+46.37417, -115.93944
46°22'27" N, 115°56'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN STREET SOUTH over JIM FORD CREEK
Structure number:000000000029050
Location:IN WEIPPE;MAIN ST. SOUTH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:72.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$413,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodGoodFair8072.3
June 2015FairGoodGoodFair8072.3
June 2013FairSatisfactoryGoodFair8072.3
June 2011FairSatisfactoryGoodFair8077.5
June 2009FairGoodVery GoodFair8077.5
June 2007FairGoodVery GoodFair8077.5
June 2005FairGoodVery GoodSatisfactory8088.5
June 2003FairGoodVery GoodSatisfactory8088.5
July 2001FairGoodVery GoodSatisfactory8088.5
July 1999FairVery GoodVery GoodSatisfactory8088.5
July 1997FairVery GoodVery GoodSatisfactory8088.5
July 1995FairVery GoodVery GoodSatisfactory8088.5
July 1993FairGoodVery GoodSatisfactory8088.5
July 1992GoodGoodVery GoodGood8088.5
July 1991GoodGoodVery GoodGood8089.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.417417000
Steel Protective Coatingsq. ft.2,50002,50000
Substructure
Reinforced Concrete Pier Walllinear ft.2300230
Reinforced Concrete Abutmentlinear ft.79304900
Reinforced Concrete Pile Cap/Footinglinear ft.125507500
Deck
Corrugated or Orthotropic Decksq. ft.1,2441,244000
Wearing Surfacessq. ft.1,14401,14400
Steel Protective Coatingsq. ft.1,24401,24400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.105104100
Steel Protective Coatingsq. ft.55003851650