E0110 over CREEK


+36.86992, -98.61712
36°52'12" N, 98°37'02" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0110 over CREEK
Structure number:243830000000000
Location:2.8S 2.1W OF CAPRON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.3 ft. [7.4 m]
Total length:25.3 ft. [7.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:84.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$241,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201684.3FairSatisfactorySatisfactorySatisfactory-50
January 201484.3GoodGoodGoodGood-50
January 201284.3GoodGoodGoodGood-50
February 201084.3GoodGoodGoodGood-50
April 200884.3GoodGoodGoodGood-50
April 200684.3GoodGoodGoodGood-50
June 200484.3GoodGoodGoodGood-50
June 200257.3PoorGoodFairPoor-50
September 200043.3PoorGoodFairSerious-50
July 199852.5FairGoodFairGood-50
November 199658.3FairGoodFairGood-50