This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+35.36295, -98.36375
35°21'47" N, 98°21'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IRR 0816C over SUGAR CREEK
Structure number:180140000000000
Old structure number:08E1140N2590007 (from 1992 edition)
Location:0.5 MI E 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:63.0 ft. [19.2 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:116 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:50.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$406,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2015FairGoodSatisfactoryFair11650.1
February 2013FairGoodSatisfactoryFair11650.1
March 2011FairGoodSatisfactoryFair11650.1
March 2009FairGoodSatisfactorySatisfactory11661.1
March 2006FairGoodFairSatisfactory11660.7
January 2004FairGoodFairSatisfactory11660.7
February 2002FairGoodFairSatisfactory11660.7
March 2000FairGoodFairSatisfactory11660.7
February 1998FairGoodFairGood11648.2
January 1996FairGoodFairGood11648.2
January 1994GoodGoodGoodGood20063.8
March 1992GoodGoodGoodGood21763.8