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E0112 over TURKEY CREEK

Map

Coordinates:
+36.85189, -98.90261
36°51'07" N, 98°54'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:E0112 over TURKEY CREEK
Structure number:196850000000000
Location:3.8N .9E OF CORA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.5 ft. [9.0 m]
Total length:30.5 ft. [9.3 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:County Highway Agency [02]
Year built:1980
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: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:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:24.0 tons [21.8 metric tons]
Inventory rating:14.0 tons [12.7 metric tons]
Sufficiency rating:65.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$270,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201665.5FairGoodSatisfactorySatisfactory-24
January 201455.5FairGoodFairSatisfactory-24
January 201255.5FairGoodFairSatisfactory-24
February 201055.5FairGoodFairSatisfactory-24
March 200855.5FairGoodFairSatisfactory-24
April 200655.5FairGoodFairSatisfactory-24
June 200455.5FairGoodFairSatisfactory-24
June 200240.0PoorSatisfactoryCriticalPoorSD24
May 200040.0PoorSatisfactoryCriticalPoorSD10
February 199840.0PoorSatisfactorySeriousFairSD10
March 199640.0PoorGoodCriticalGoodSD10
February 199463.4GoodVery GoodGoodVery GoodSD10
February 199263.4GoodVery GoodGoodVery GoodSD10
September 199142.6GoodVery GoodGoodVery GoodSD10