+45.95811, -108.24986
45°57'29" N, 108°14'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W I RD over CUSTER COULEE 098
Structure number:L56003003+09001
Location:6M NE HUNTLEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:16°
Owner:County Highway Agency [02]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2003]
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:79.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$54,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201679.4FairSatisfactorySatisfactorySatisfactory-100
December 201476.4PoorPoorSatisfactorySatisfactorySD100
December 201275.4PoorPoorSatisfactorySatisfactorySD100
December 201075.4PoorPoorSatisfactorySatisfactorySD100
November 200875.4PoorPoorSatisfactorySatisfactorySD100
November 200675.4PoorPoorSatisfactoryGoodSD100
December 200475.4PoorPoorSatisfactoryGoodSD100
November 200375.4PoorPoorSatisfactoryGoodSD100
February 200277.4FairFairSatisfactoryGood-100
March 200075.4PoorPoorSatisfactoryGoodSD100
April 199877.4FairFairSatisfactoryGood-100
March 199675.4FairFairSatisfactoryGood-100
February 199475.2FairFairGoodGood-31
February 199276.5FairFairGoodGood-31
December 198977.5GoodGoodGoodGood-31