SR 161 over ALUM CREEK


+40.08119, -82.91979
40°04'52" N, 82°55'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 161 over ALUM CREEK
Structure number:2509091
Location:0.66 MI W OF SR270
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.7 ft. [19.4 m]
Total length:196.2 ft. [59.8 m]
Roadway width between curbs:98.1 ft. [29.9 m]
Deck width edge-to-edge:102.0 ft. [31.1 m]
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Other [9]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,322 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodVery Good3132295.6
June 2016GoodGoodVery GoodVery Good3132295.6
July 2015GoodGoodVery GoodVery Good2419096.6
August 2014GoodGoodVery GoodVery Good2419096.6
June 2013GoodVery GoodVery GoodVery Good2419096.6
May 2012GoodVery GoodVery GoodVery Good2419096.6
August 2011GoodVery GoodVery GoodVery Good2419096.6
August 2010GoodVery GoodVery GoodVery Good2609096.3
September 2009GoodVery GoodVery GoodVery Good2609096.3
September 2008GoodVery GoodVery GoodVery Good2609096.3
September 2007GoodVery GoodVery GoodVery Good2609096.3
July 2006GoodVery GoodVery GoodVery Good3075095.7
October 2005GoodVery GoodVery GoodVery Good3075095.7
September 2004GoodVery GoodVery GoodVery Good3075095.7
September 2003GoodVery GoodVery GoodGood3075095.7
August 2002GoodGoodVery GoodGood3219095.5
August 2000FairSatisfactoryVery GoodVery Good3219095.5
August 1999FairSatisfactoryVery GoodVery Good3219095.5
August 1997GoodVery GoodVery GoodVery Good3219095.5
June 1996GoodVery GoodVery GoodVery Good2698096.2
October 1995GoodVery GoodVery GoodGood2698096.0
September 1994FairSatisfactoryGoodSatisfactory2698096.0
June 1993FairSatisfactoryGoodSatisfactory2698096.0
June 1992FairFairGoodSatisfactory2698094.9
June 1991FairFairGoodGood2698094.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.2,5522,552000
Reinforced Concrete Decksq. ft.20,02619,706300200
Wearing Surfacessq. ft.19,24117,7411,50000
Reinforced Concrete Pier Walllinear ft.204198600
Reinforced Concrete Abutmentlinear ft.204200040
Elastomeric Bearingeach2626000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3933088500