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I-670 over 670 OVER SCIOTO OVERFLOW

Map 

Coordinates:
+39.96583, -83.03639
39°57'57" N, 83°02'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-670 over 670 OVER SCIOTO OVERFLOW
Structure number:2505789
Location:0.1 MI EAST OF GRANDVIEW
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:46.9 ft. [14.3 m]
Total length:126.6 ft. [38.6 m]
Roadway width between curbs:139.8 ft. [42.6 m]
Deck width edge-to-edge:145.7 ft. [44.4 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:87,670 [as of 2010]
Truck traffic:8% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201585.0Not deficientExcellentExcellentExcellent87670
October 201485.0Not deficientExcellentExcellentExcellent87670
September 201385.0Not deficientExcellentExcellentExcellent87670
November 201285.0Not deficientExcellentExcellentExcellent87670
October 201185.0Not deficientExcellentExcellentExcellent87670
June 201085.0Not deficientExcellentExcellentExcellent86350
August 200985.0Not deficientExcellentExcellentExcellent86350
November 200885.0Not deficientExcellentExcellentExcellent86350
November 200785.0Not deficientExcellentExcellentExcellent86350
March 200626.0Not deficientExcellentExcellentExcellent35950
November 200426.0Not deficientExcellentExcellentExcellent35950
November 200226.0Not deficientExcellentExcellentExcellent18070