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I-670 ML over OVER GOODALE CONN & RAMP

Map 

Coordinates:
+39.97222, -83.01556
39°58'20" N, 83°00'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-670 ML over OVER GOODALE CONN & RAMP
Structure number:2517647
Location:670 OVER GOODALE CONNECT
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:122.7 ft. [37.4 m]
Total length:426.2 ft. [129.9 m]
Roadway width between curbs:118.4 ft. [36.1 m]
Deck width edge-to-edge:121.4 ft. [37.0 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:85,196 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201581.0Functionally obsoleteExcellentExcellentExcellent85196
November 201481.0Functionally obsoleteExcellentExcellentExcellent85196
September 201381.0Functionally obsoleteExcellentExcellentExcellent85196
November 201281.0Not deficientExcellentExcellentExcellent85196
October 201181.0Not deficientExcellentExcellentExcellent85196
June 201081.0Not deficientExcellentExcellentExcellent81016
August 200981.0Not deficientExcellentExcellentExcellent81016
November 200881.0Not deficientExcellentExcellentExcellent81016
November 200781.0Not deficientExcellentExcellentExcellent81016
March 200681.0Not deficientExcellentExcellentExcellent38840
December 200481.0Not deficientExcellentExcellentExcellent38840