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IRR FAS 0931 over CREEK

Map

Coordinates:
+35.65263, -98.16337
35°39'09" N, 98°09'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IRR FAS 0931 over CREEK
Structure number:227400000000000
Old structure number:09E0940N2710005 (from 1992 edition)
Location:3.5 N 2.5 W CALUMET
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:10°
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:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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: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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:71.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$270,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactorySatisfactory10071.2
October 2015FairSatisfactorySatisfactorySatisfactory10071.2
October 2013FairGoodSatisfactorySatisfactory10079.2
October 2011FairGoodSatisfactorySatisfactory10079.2
October 2009FairGoodSatisfactorySatisfactory10079.2
October 2007FairGoodSatisfactorySatisfactory10079.2
June 2005FairGoodSatisfactorySatisfactory10079.2
May 2003PoorFairFairPoor10052.2
December 2000PoorFairFairSerious10038.9
November 1999PoorGoodFairSerious10039.9
November 1997FairGoodFairFair10059.5
September 1995FairSatisfactoryFairFair10066.7
September 1993GoodVery GoodVery GoodGood10076.7
November 1992GoodVery GoodVery GoodVery Good10076.7