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SR 262 over ARNOLD CREEK

Map

Coordinates:
+38.94481, -84.89736
38°56'41" N, 84°53'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 262 over ARNOLD CREEK
Structure number:031100
Location:02.48 W SR 56
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:50.5 ft. [15.4 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: October 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,038 [as of 2004]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 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 minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:70.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorGoodPoorSatisfactory103870.2
May 2015FairGoodFairSatisfactory103886.3
May 2013FairGoodSatisfactorySatisfactory103897.4
June 2011FairGoodGoodSatisfactory103897.4
May 2009GoodGoodGoodGood103897.4
June 2007GoodGoodGoodGood103896.1
July 2005GoodGoodGoodGood103896.1
October 2003GoodGoodGoodGood101896.1
November 2001GoodGoodGoodGood101896.1
January 2000GoodGoodGoodGood79098.4
December 1998FairSatisfactoryGoodGood79098.4
April 1997FairSatisfactoryGoodGood79098.4
May 1995FairSatisfactoryGoodGood79098.0
July 1993FairSatisfactoryGoodSatisfactory80098.0
May 1992FairSatisfactoryGoodSatisfactory80093.0
June 1989FairSatisfactoryGoodGood80093.0