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0804C over CREEK

Map

Coordinates:
+35.53635, -98.36424
35°32'11" N, 98°21'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:0804C over CREEK
Structure number:040510000000000
Old structure number:08E1020N2590007 (from 1992 edition)
Location:1.3 MI W US 281
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:1933
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:260 [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:Equal to present minimum criteria [6]
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:61.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$678,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorFairFairPoor26061.4
January 2017PoorFairFairPoor26061.4
January 2016PoorFairFairPoor26061.4
January 2015PoorSatisfactorySatisfactoryPoor26062.4
January 2014PoorSatisfactorySatisfactoryPoor26062.4
January 2013PoorSatisfactorySatisfactoryPoor26062.4
January 2011PoorSatisfactorySatisfactoryPoor26062.4
March 2008FairSatisfactorySatisfactorySatisfactory26089.4
February 2006FairSatisfactorySatisfactoryGood26089.4
January 2004FairGoodSatisfactoryGood26089.4
February 2002FairGoodSatisfactoryGood26094.9
March 2000FairGoodSatisfactoryGood26094.9
February 1998FairGoodSatisfactoryGood26080.1
February 1996FairGoodSatisfactoryGood26080.1
January 1994FairSatisfactorySatisfactoryGood49394.0
March 1992FairSatisfactorySatisfactoryGood48094.0