0804C over CREEK


+35.53650, -98.42493
35°32'11" N, 98°25'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:0804C over CREEK
Structure number:032020000000000
Old structure number:08E1020N2560002 (from 1992 edition)
Location:4.3W OF US 281
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans 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: January 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:178 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:58.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$636,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorFairFairPoor17858.8
January 2016PoorFairFairPoor17858.8
January 2015PoorSatisfactorySatisfactoryPoor17859.8
January 2014PoorSatisfactorySatisfactoryPoor17859.8
January 2013PoorSatisfactorySatisfactoryPoor17854.8
January 2011PoorSatisfactorySatisfactoryPoor17854.8
March 2008FairSatisfactorySatisfactorySatisfactory17881.8
February 2006FairSatisfactorySatisfactorySatisfactory17881.8
January 2004FairGoodFairGood17870.8
February 2002FairGoodFairGood17867.2
March 2000FairGoodFairGood17867.2
February 1998FairSatisfactoryFairFair17854.4
February 1996FairFairFairFair17853.4
January 1994FairFairGoodFair19460.6
March 1992FairSatisfactoryGoodGood48085.4