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SR 104 over ALUM CREEK

Map 

Coordinates:
+39.91833, -82.92611
39°55'06" N, 82°55'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:41,009 [as of 2010]
Truck traffic:10% 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:88.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201588.9Not deficientVery GoodExcellentExcellent41009
August 201488.9Not deficientVery GoodExcellentVery Good41009
June 201388.9Not deficientVery GoodExcellentVery Good41009
August 201288.9Not deficientVery GoodExcellentVery Good41009
August 201188.9Not deficientVery GoodExcellentVery Good41009
October 201088.3Not deficientVery GoodExcellentVery Good44741
September 200988.3Not deficientVery GoodExcellentVery Good44741
April 200888.3Not deficientVery GoodExcellentVery Good44741
September 200788.3Not deficientVery GoodExcellentVery Good44741
July 200687.9Not deficientVery GoodExcellentVery Good47340
October 200587.9Not deficientVery GoodExcellentVery Good47340
September 200487.9Not deficientVery GoodExcellentVery Good47340
September 200387.9Not deficientVery GoodVery GoodVery Good47340
September 200288.2Not deficientVery GoodVery GoodVery Good45280
July 200088.2Not deficientVery GoodVery GoodVery Good45280
August 199988.2Not deficientVery GoodVery GoodVery Good45280
July 199888.2Not deficientVery GoodVery GoodVery Good45280
June 199688.9Not deficientVery GoodVery GoodVery Good40600
April 199588.5Not deficientVery GoodVery GoodVery Good40600
August 199488.5Not deficientVery GoodVery GoodVery Good40600
June 199288.5Not deficientVery GoodVery GoodVery Good40600
June 199188.5Not deficientVery GoodVery GoodVery Good40600