SR 104 over ALUM CREEK


+39.91833, -82.92611
39°55'06" N, 82°55'34" 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: September 2016

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]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201687.2GoodVery GoodExcellentExcellent-52048
August 201588.9GoodVery GoodExcellentExcellent-41009
August 201488.9GoodVery GoodExcellentVery Good-41009
June 201388.9GoodVery GoodExcellentVery Good-41009
August 201288.9GoodVery GoodExcellentVery Good-41009
August 201188.9GoodVery GoodExcellentVery Good-41009
October 201088.3GoodVery GoodExcellentVery Good-44741
September 200988.3GoodVery GoodExcellentVery Good-44741
April 200888.3GoodVery GoodExcellentVery Good-44741
September 200788.3GoodVery GoodExcellentVery Good-44741
July 200687.9GoodVery GoodExcellentVery Good-47340
October 200587.9GoodVery GoodExcellentVery Good-47340
September 200487.9GoodVery GoodExcellentVery Good-47340
September 200387.9GoodVery GoodVery GoodVery Good-47340
September 200288.2GoodVery GoodVery GoodVery Good-45280
July 200088.2GoodVery GoodVery GoodVery Good-45280
August 199988.2GoodVery GoodVery GoodVery Good-45280
July 199888.2GoodVery GoodVery GoodVery Good-45280
June 199688.9GoodVery GoodVery GoodVery Good-40600
April 199588.5GoodVery GoodVery GoodVery Good-40600
August 199488.5GoodVery GoodVery GoodVery Good-40600
June 199288.5GoodVery GoodVery GoodVery Good-40600
June 199188.5GoodVery GoodVery GoodVery Good-40600

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
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.328328000
Assembly without Seal Jointlinear ft.227225200
Movable Bearingeach6464000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.518515300