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OLD US 10 over HENSLEY CREEK 014

Map

Coordinates:
+45.61312, -109.14238
45°36'47" N, 109°08'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD US 10 over HENSLEY CREEK 014
Structure number:L48245005+01001
Location:5M SE COLUMBUS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1928
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2004]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Operating rating:23.9 tons [21.7 metric tons]
Inventory rating:22.9 tons [20.8 metric tons]
Sufficiency rating:54.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,640,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201654.5PoorPoorSatisfactoryPoorSD100
February 201470.7PoorPoorSatisfactoryFairSD100
February 201272.7FairFairSatisfactoryFair-100
February 201071.7FairFairSatisfactoryFair-100
February 200871.7FairFairSatisfactoryFair-100
February 200641.3PoorFairSatisfactorySeriousSD100
November 200441.3PoorFairSatisfactorySeriousSD100
February 200473.7FairFairSatisfactoryFair-100
March 200273.7FairFairSatisfactoryFair-100
May 200073.7FairFairGoodFair-100
December 199773.7FairFairGoodFair-100
January 199671.7FairFairGoodFair-100
April 199471.8FairFairGoodFair-31
October 199172.4FairFairSatisfactoryFair-31