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S 80 over WOLF CREEK

Map

Coordinates:
+47.22500, -110.19165
47°13'30" N, 110°11'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S 80 over WOLF CREEK
Structure number:P00080060+05261
Location:6M NE STANFORD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.0 ft. [5.8 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:234 [as of 2017]
Truck traffic:25% 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: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: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 assessed or calculated scour condition. [5]
Sufficiency rating:79.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodSatisfactorySatisfactory23479.3
October 2016FairGoodSatisfactorySatisfactory25079.2
October 2014FairGoodSatisfactorySatisfactory39072.8
October 2012FairGoodSatisfactorySatisfactory39071.8
October 2010GoodGoodGoodGood39071.8
December 2008GoodGoodGoodGood38077.4
December 2006FairSatisfactoryGoodGood44075.7
December 2004FairSatisfactoryGoodGood34064.0
December 2003FairSatisfactoryGoodGood35063.9
February 2003FairSatisfactoryGoodGood35063.9
June 2001GoodGoodGoodGood35063.9
June 1999GoodGoodGoodGood32064.3
December 1996GoodGoodGoodGood21568.4
March 1995GoodVery GoodVery GoodGood21566.0
February 1993PoorVery GoodPoorPoor19549.8
January 1991PoorVery GoodPoorFair33542.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.76866169380
Substructure
Timber Abutmentlinear ft.986810200
Timber Pileeach2271050
Timber Pier Caplinear ft.17112334140
Deck
Timber Decksq. ft.1,5721,572000
Wearing Surfacessq. ft.1,5721,572000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.118118000