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I-670 ML over OVER NEIL AVE.

Map 

Coordinates:
+39.97333, -83.01000
39°58'24" N, 83°00'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-670 ML over OVER NEIL AVE.
Structure number:2517639
Location:OVER NEIL AVE.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:123.0 ft. [37.5 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:139.8 ft. [42.6 m]
Deck width edge-to-edge:145.7 ft. [44.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:41°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span 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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:85,196 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201579.0Functionally obsoleteVery GoodVery GoodVery Good85196
November 201479.0Functionally obsoleteVery GoodVery GoodVery Good85196
September 201379.0Functionally obsoleteVery GoodVery GoodVery Good85196
November 201279.0Not deficientVery GoodVery GoodVery Good85196
October 201179.0Not deficientVery GoodVery GoodVery Good85196
June 201079.0Not deficientVery GoodVery GoodVery Good81016
August 200979.0Not deficientExcellentExcellentVery Good81016
November 200879.0Not deficientExcellentExcellentVery Good81016
November 200779.0Not deficientExcellentExcellentVery Good81016
March 200679.0Not deficientExcellentExcellentVery Good95677
December 200479.0Not deficientExcellentExcellentExcellent95677