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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: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80,607 [as of 2015]
Truck traffic:6% 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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201685.0GoodExcellentExcellentExcellent-80607
November 201585.0GoodExcellentExcellentExcellent-87670
October 201485.0GoodExcellentExcellentExcellent-87670
September 201385.0GoodExcellentExcellentExcellent-87670
November 201285.0GoodExcellentExcellentExcellent-87670
October 201185.0GoodExcellentExcellentExcellent-87670
June 201085.0GoodExcellentExcellentExcellent-86350
August 200985.0GoodExcellentExcellentExcellent-86350
November 200885.0GoodExcellentExcellentExcellent-86350
November 200785.0GoodExcellentExcellentExcellent-86350
March 200626.0GoodExcellentExcellentExcellent-35950
November 200426.0GoodExcellentExcellentExcellent-35950
November 200226.0GoodExcellentExcellentExcellent-18070