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0804C over CREEK

Map

Coordinates:
+35.53674, -98.52538
35°32'12" N, 98°31'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:0804C over CREEK
Structure number:029160000000000
Old structure number:08E1020N2500005 (from 1992 edition)
Location:10.3 MI W US 281
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:39.0 ft. [11.9 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 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]
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: January 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:560 [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:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:42.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$327,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorFairFairPoor56042.9
January 2017PoorFairFairPoor56042.9
January 2016PoorFairFairPoor56042.9
January 2015PoorSatisfactoryFairPoor56043.9
January 2014FairSatisfactoryFairFair56057.1
January 2013FairSatisfactoryFairFair56057.1
January 2011PoorSatisfactoryFairPoor56042.3
March 2008FairSatisfactorySatisfactoryFair56055.6
February 2006FairSatisfactorySatisfactorySatisfactory56065.7
January 2004PoorGoodFairPoor56042.3
February 2002PoorGoodFairSerious56036.9
March 2000PoorGoodFairSerious56036.9
February 1998PoorGoodFairPoor56041.7
February 1996PoorSatisfactoryGoodPoor56041.7
January 1994PoorSatisfactoryGoodPoor57840.5
April 1992GoodGoodGoodGood61474.2