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S.R.3 over KILBOURNE RUN

Map

Coordinates:
+40.07061, -82.92890
40°04'14" N, 82°55'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.R.3 over KILBOURNE RUN
Structure number:2500191
Location:6.37 MI. N. OF I71
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:23.6 ft. [7.2 m]
Total length:64.6 ft. [19.7 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1975
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,375 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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: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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairVery GoodVery GoodFair1437586.7
January 2015FairVery GoodVery GoodSatisfactory1713097.6
February 2014FairGoodVery GoodSatisfactory1713097.6
January 2013FairGoodVery GoodSatisfactory1713097.6
January 2012FairGoodVery GoodSatisfactory1713097.6
January 2010FairVery GoodVery GoodSatisfactory1712097.6
January 2009FairVery GoodVery GoodSatisfactory1712097.6
April 2008FairVery GoodVery GoodSatisfactory1712097.6
July 2007FairVery GoodVery GoodSatisfactory1712097.6
May 2006FairVery GoodVery GoodSatisfactory1669097.7
September 2005FairVery GoodVery GoodSatisfactory1669097.7
March 2004GoodVery GoodVery GoodVery Good1669097.7
January 2003GoodVery GoodVery GoodVery Good1669097.7
January 2002GoodVery GoodVery GoodVery Good1906097.3
February 1999GoodVery GoodVery GoodVery Good1906097.3
February 1998GoodVery GoodVery GoodVery Good1906097.3
January 1997GoodVery GoodVery GoodVery Good1906097.3
February 1996GoodGoodVery GoodGood1723097.4
February 1994GoodGoodVery GoodGood1723097.4
January 1993FairGoodVery GoodSatisfactory1723097.4
February 1992FairGoodVery GoodSatisfactory1723097.4
January 1991FairGoodVery GoodSatisfactory1723097.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach1811250
Reinforced Concrete Abutmentlinear ft.119119000
Reinforced Concrete Pier Caplinear ft.119119000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1301201000
Deck
Reinforced Concrete Slabsq. ft.3,3153,2219400
Wearing Surfacessq. ft.3,2343,234000