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N2190 over BENT CREEK

Map

Coordinates:
+36.16916, -99.09773
36°10'09" N, 99°05'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N2190 over BENT CREEK
Structure number:227770000000000
Location:4.E 4.3S OF MUTUAL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.5 ft. [15.1 m]
Total length:50.2 ft. [15.3 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1991
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
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]
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:43.9 tons [39.9 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:76.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$354,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201676.5FairGoodSatisfactoryFair-24
May 201460.5PoorGoodSatisfactoryPoorSD24
June 201287.5FairGoodSatisfactorySatisfactory-24
June 201087.5FairGoodSatisfactorySatisfactory-24
July 200887.5FairGoodSatisfactorySatisfactory-24
July 200676.5FairGoodFairFair-24
March 200460.5PoorGoodPoorPoorSD24
February 200245.2PoorGoodPoorSeriousSD24
December 199957.1PoorGoodPoorSatisfactory-20
December 199757.1PoorGoodPoorSatisfactory-20
October 199591.5GoodVery GoodGoodVery Good-20
September 199380.2GoodVery GoodGoodVery Good-20
September 199180.2GoodExcellentGoodExcellent-20