SR 104 over ALUM CREEK


+39.91844, -82.92642
39°55'06" N, 82°55'35" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 104 over ALUM CREEK
Structure number:2508931
Location:0.4 MI W OF US33
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:97.1 ft. [29.6 m]
Total length:258.9 ft. [78.9 m]
Roadway width between curbs:110.9 ft. [33.8 m]
Deck width edge-to-edge:113.9 ft. [34.7 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:52,048 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 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:87.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodExcellentExcellent5204887.2
September 2016GoodVery GoodExcellentExcellent5204887.2
August 2015GoodVery GoodExcellentExcellent4100988.9
August 2014GoodVery GoodExcellentVery Good4100988.9
June 2013GoodVery GoodExcellentVery Good4100988.9
August 2012GoodVery GoodExcellentVery Good4100988.9
August 2011GoodVery GoodExcellentVery Good4100988.9
October 2010GoodVery GoodExcellentVery Good4474188.3
September 2009GoodVery GoodExcellentVery Good4474188.3
April 2008GoodVery GoodExcellentVery Good4474188.3
September 2007GoodVery GoodExcellentVery Good4474188.3
July 2006GoodVery GoodExcellentVery Good4734087.9
October 2005GoodVery GoodExcellentVery Good4734087.9
September 2004GoodVery GoodExcellentVery Good4734087.9
September 2003GoodVery GoodVery GoodVery Good4734087.9
September 2002GoodVery GoodVery GoodVery Good4528088.2
July 2000GoodVery GoodVery GoodVery Good4528088.2
August 1999GoodVery GoodVery GoodVery Good4528088.2
July 1998GoodVery GoodVery GoodVery Good4528088.2
June 1996GoodVery GoodVery GoodVery Good4060088.9
April 1995GoodVery GoodVery GoodVery Good4060088.5
August 1994GoodVery GoodVery GoodVery Good4060088.5
June 1992GoodVery GoodVery GoodVery Good4060088.5
June 1991GoodVery GoodVery GoodVery Good4060088.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.4,1444,144000
Reinforced Concrete Decksq. ft.29,48329,483000
Reinforced Concrete Pier Walllinear ft.206206000
Reinforced Concrete Abutmentlinear ft.328328000
Reinforced Concrete Pier Caplinear ft.656656000
Assembly without Seal Jointlinear ft.227225200
Elastomeric Bearingeach6464000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.518515300