ABERDEEN Rd over Branch of WILLOW Creek


+38.91515, -85.02313
38°54'55" N, 85°01'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ABERDEEN Rd over Branch of WILLOW Creek
Structure number:5800002
Location:00.00 Int of WILLOW Creek
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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: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 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 condition. [5]
Sufficiency rating:77.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$60,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactoryFair20077.5
April 2015FairSatisfactorySatisfactoryFair20078.1
February 2013FairSatisfactorySatisfactoryFair20077.1
February 2011FairGoodGoodFair20079.4
July 2008FairGoodGoodFair20079.4
August 2006FairGoodGoodFair20079.4
July 2004FairGoodGoodSatisfactory20091.4
July 2002FairGoodGoodSatisfactory20091.4
February 2000FairGoodGoodSatisfactory20091.4
March 1998FairGoodGoodSatisfactory20091.4
March 1996FairExcellentExcellentFair20072.9
April 1994PoorFairPoorFair20020.3
August 1992PoorFairPoorFair20020.3
October 1990PoorFairPoorFair20019.1