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SR 3 over OVER SR-3

Map 

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

Facts 

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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:24,190 [as of 2010]
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:94.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201594.5Not deficientVery GoodExcellentVery Good24190
August 201494.5Not deficientVery GoodExcellentVery Good24190
June 201394.5Not deficientExcellentExcellentVery Good24190
May 201294.5Not deficientExcellentExcellentVery Good24190
August 201194.5Not deficientExcellentExcellentVery Good24190
August 201094.2Not deficientExcellentExcellentVery Good26090
September 200994.2Not deficientExcellentExcellentVery Good26090
September 200894.2Not deficientExcellentExcellentExcellent26090
September 200794.2Not deficientExcellentExcellentExcellent26090
May 200693.4Not deficientExcellentExcellentExcellent31830
September 200593.4Not deficientExcellentExcellentExcellent31830
March 200493.4Not deficientExcellentExcellentExcellent31830
January 200393.6Not deficientExcellentExcellentExcellent30750
January 200293.6Not deficientSatisfactoryGoodGood30750
March 199893.4Not deficientVery GoodVery GoodVery Good32190
June 199694.1Not deficientGoodGoodGood26980
October 199593.9Not deficientGoodGoodGood26980
September 199493.9Not deficientSatisfactoryGoodGood26980
June 199393.9Not deficientSatisfactoryGoodGood26980
June 199292.8Not deficientFairGoodGood26980
June 199192.8Not deficientFairGoodGood26980