+39.96778, -82.95028
39°58'04" N, 82°57'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 40 over ALUM CREEK
Structure number:2502712
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.1 ft. [23.2 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,157 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201681.0GoodVery GoodExcellentVery GoodFO22157
May 201581.0GoodVery GoodExcellentVery GoodFO19020
March 201481.0GoodVery GoodExcellentVery GoodFO19020
March 201381.0GoodVery GoodExcellentVery GoodFO19020
April 201275.0GoodExcellentExcellentExcellentFO19020
April 201175.0GoodExcellentExcellentExcellentFO19020
May 201075.0GoodExcellentExcellentExcellentFO21020
June 200975.0GoodExcellentExcellentExcellentFO21020
August 200875.0GoodExcellentExcellentExcellentFO21020
August 200775.0GoodExcellentExcellentExcellent-21020
June 200675.0GoodExcellentExcellentExcellentFO23100
October 200575.0GoodExcellentExcellentExcellentFO23100
June 200475.0GoodExcellentExcellentExcellent-23100
May 200375.0GoodExcellentExcellentExcellent-23100
May 200275.0GoodExcellentExcellentExcellent-275850
July 200077.0GoodExcellentExcellentExcellent-275850