SR 3 over OVER SR-3


+40.07972, -82.92833
40°04'47" N, 82°55'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 3 over OVER SR-3
Structure number:2509105
Location:1.15 MI W OF SR 270
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:77.1 ft. [23.5 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:100.7 ft. [30.7 m]
Deck width edge-to-edge:103.7 ft. [31.6 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:2002
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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:27,957 [as of 2015]
Truck traffic:3% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201694.0GoodVery GoodExcellentVery Good-27957
July 201594.5GoodVery GoodExcellentVery Good-24190
August 201494.5GoodVery GoodExcellentVery Good-24190
June 201394.5GoodExcellentExcellentVery Good-24190
May 201294.5GoodExcellentExcellentVery Good-24190
August 201194.5GoodExcellentExcellentVery Good-24190
August 201094.2GoodExcellentExcellentVery Good-26090
September 200994.2GoodExcellentExcellentVery Good-26090
September 200894.2GoodExcellentExcellentExcellent-26090
September 200794.2GoodExcellentExcellentExcellent-26090
May 200693.4GoodExcellentExcellentExcellent-31830
September 200593.4GoodExcellentExcellentExcellent-31830
March 200493.4GoodExcellentExcellentExcellent-31830
January 200393.6GoodExcellentExcellentExcellent-30750
January 200293.6FairSatisfactoryGoodGood-30750
March 199893.4GoodVery GoodVery GoodVery Good-32190
June 199694.1GoodGoodGoodGood-26980
October 199593.9GoodGoodGoodGood-26980
September 199493.9FairSatisfactoryGoodGood-26980
June 199393.9FairSatisfactoryGoodGood-26980
June 199292.8FairFairGoodGood-26980
June 199192.8FairFairGoodGood-26980