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MAIN STREET over I71

Map 

Coordinates:
+39.95806, -82.98250
39°57'29" N, 82°58'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAIN STREET over I71
Structure number:2501562
Location:0.43 MI S OF US 40
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.4 ft. [24.5 m]
Total length:313.0 ft. [95.4 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:74.8 ft. [22.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1997
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:5
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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:707 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:22.8 tons [20.7 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:81.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201681.9GoodGoodGoodGoodFO707
July 201579.8GoodGoodVery GoodVery GoodFO18500
July 201479.9GoodGoodExcellentVery GoodFO18500
May 201379.8GoodGoodExcellentVery GoodFO18500
June 201279.8GoodVery GoodExcellentVery GoodFO18500
June 201179.8GoodVery GoodExcellentVery GoodFO18500
September 201079.8GoodVery GoodExcellentVery GoodFO18500
October 200979.8GoodExcellentExcellentVery GoodFO18500
October 200879.8GoodExcellentExcellentVery GoodFO18500
November 200777.8GoodExcellentExcellentVery GoodFO18500
March 200677.8GoodExcellentExcellentVery Good-18500
March 200577.8GoodExcellentExcellentVery Good-18500
August 200377.8GoodExcellentExcellentVery Good-18500
September 200278.6GoodExcellentExcellentVery Good-11360
March 200078.6GoodExcellentExcellentVery Good-11360
November 199778.6GoodExcellentExcellentVery Good-11360
August 199666.4PoorPoorSatisfactoryFairSD11360
December 199565.6PoorPoorSatisfactoryFairSD11360
January 199567.7FairFairSatisfactoryFairFO11360
April 199365.6PoorPoorSatisfactoryFairSD11360
May 199265.6PoorPoorSatisfactoryFairSD11360
May 199167.7FairFairSatisfactoryFairFO11360