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