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E0570 over DEEP CREEK

Map

Coordinates:
+36.18746, -98.97198
36°11'15" N, 98°58'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:E0570 over DEEP CREEK
Structure number:227970000000000
Location:3.S 11.1E OF MUTUAL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:23.6 ft. [7.2 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: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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:33.9 tons [30.8 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:77.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$390,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201677.4FairGoodSatisfactorySatisfactory-24
May 201477.4FairGoodSatisfactorySatisfactory-24
June 201267.4FairGoodFairSatisfactory-24
June 201067.4FairGoodFairSatisfactory-24
July 200867.4FairGoodFairSatisfactory-24
July 200667.4FairGoodFairFair-24
March 200451.4PoorGoodPoorFairSD24
February 200249.0PoorGoodPoorPoorSD24
December 199950.0PoorGoodPoorGood-10
December 199750.0PoorGoodPoorGood-10
October 199580.2GoodVery GoodVery GoodVery Good-10
September 199372.7GoodVery GoodVery GoodVery Good-10
October 199172.7GoodExcellentVery GoodExcellent-10