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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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 1995]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201579.8Functionally obsoleteGoodVery GoodVery Good18500
July 201479.9Functionally obsoleteGoodExcellentVery Good18500
May 201379.8Functionally obsoleteGoodExcellentVery Good18500
June 201279.8Functionally obsoleteVery GoodExcellentVery Good18500
June 201179.8Functionally obsoleteVery GoodExcellentVery Good18500
September 201079.8Functionally obsoleteVery GoodExcellentVery Good18500
October 200979.8Functionally obsoleteExcellentExcellentVery Good18500
October 200879.8Functionally obsoleteExcellentExcellentVery Good18500
November 200777.8Functionally obsoleteExcellentExcellentVery Good18500
March 200677.8Not deficientExcellentExcellentVery Good18500
March 200577.8Not deficientExcellentExcellentVery Good18500
August 200377.8Not deficientExcellentExcellentVery Good18500
September 200278.6Not deficientExcellentExcellentVery Good11360
March 200078.6Not deficientExcellentExcellentVery Good11360
November 199778.6Not deficientExcellentExcellentVery Good11360
August 199666.4Structurally deficientPoorSatisfactoryFair11360
December 199565.6Structurally deficientPoorSatisfactoryFair11360
January 199567.7Functionally obsoleteFairSatisfactoryFair11360
April 199365.6Structurally deficientPoorSatisfactoryFair11360
May 199265.6Structurally deficientPoorSatisfactoryFair11360
May 199167.7Functionally obsoleteFairSatisfactoryFair11360