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I-670 EB/WB over OVER CSX/NS RR

Map 

Coordinates:
+39.97556, -82.99944
39°58'32" N, 82°59'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-670 EB/WB over OVER CSX/NS RR
Structure number:2517779
Location:.25 EAST OF US23 OVER RR
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:186.0 ft. [56.7 m]
Total length:197.2 ft. [60.1 m]
Roadway width between curbs:132.9 ft. [40.5 m]
Deck width edge-to-edge:138.8 ft. [42.3 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:61°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
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:170,290 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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: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 GoodExcellentExcellent170290
November 201479.0Functionally obsoleteVery GoodExcellentExcellent170290
September 201379.0Functionally obsoleteVery GoodExcellentExcellent170290
November 201279.0Functionally obsoleteVery GoodExcellentExcellent170290
October 201179.0Functionally obsoleteVery GoodExcellentExcellent170290
June 201079.0Functionally obsoleteVery GoodExcellentExcellent153800
August 200979.0Functionally obsoleteExcellentExcellentExcellent153800
November 200879.0Functionally obsoleteExcellentExcellentExcellent153800
November 200779.0Functionally obsoleteExcellentExcellentExcellent153800
March 200679.0Functionally obsoleteExcellentExcellentExcellent72588
December 200479.0Functionally obsoleteExcellentExcellentExcellent72588