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670EB RAMP TO US33 over 670 RAMP SE OVER SCIOTO

Map

Coordinates:
+39.96639, -83.02528
39°57'59" N, 83°01'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:670EB RAMP TO US33 over 670 RAMP SE OVER SCIOTO
Structure number:2505878
Location:IR670EB RAMP TO USR33
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:96.5 ft. [29.4 m]
Total length:449.2 ft. [136.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:
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:5
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:38,870 [as of 2003]
Truck traffic:3% 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:Basically intolerable requiring high priority of corrrective action [3]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:24.6 tons [22.4 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:54.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201654.5GoodExcellentExcellentExcellentFO38870
November 201554.5GoodExcellentExcellentExcellentFO38870
October 201485.0GoodExcellentExcellentExcellent-38870
September 201354.5GoodExcellentExcellentExcellentFO38870
November 201254.5GoodExcellentExcellentExcellentFO38870
October 201154.5GoodExcellentExcellentExcellentFO38870
June 201054.5GoodExcellentExcellentExcellent-38870
August 200954.3GoodExcellentExcellentExcellent-38870
November 200854.3GoodExcellentExcellentExcellent-38870
November 200754.3GoodExcellentExcellentExcellent-38870
March 200654.3GoodExcellentExcellentExcellent-38870
November 200454.3GoodExcellentExcellentExcellent-38870
November 200226.0GoodExcellentExcellentExcellent-18070