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SR 234 over RACCOON CREEK

Map

Coordinates:
+39.91667, -86.78333
39°55'00" N, 86°46'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 234 over RACCOON CREEK
Structure number:029670
Location:06.91 E US 231
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:73.5 ft. [22.4 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,530 [as of 2006]
Truck traffic:19% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$838,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201680.0FairSatisfactoryGoodFair-1530
March 201480.0FairSatisfactoryGoodFair-1530
March 201279.0FairFairSatisfactoryFair-1530
March 201078.7FairFairSatisfactoryFair-1530
April 200879.6FairSatisfactorySatisfactoryFair-1835
April 200678.8FairSatisfactorySatisfactoryFair-1835
July 200478.3FairSatisfactoryGoodFair-1835
August 200278.3FairGoodGoodFair-1799
August 200078.5FairGoodGoodFair-1396
August 199878.5FairGoodGoodFair-1396
August 199678.5FairGoodGoodFair-1396
August 199478.6FairSatisfactoryGoodFair-1300
July 199378.6FairGoodGoodFair-1300
February 199085.8FairFairSatisfactoryFair-1300