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I-70 over EB70 OVER SCIOTO RIVER

Map 

Coordinates:
+39.95139, -83.01361
39°57'05" N, 83°00'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-70 over EB70 OVER SCIOTO RIVER
Structure number:2504448
Location:0.21 MI E OF I-71
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:128.0 ft. [39.0 m]
Total length:958.4 ft. [292.1 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Skew angle:49°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:61,650 [as of 2010]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:83.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201583.6Not deficientVery GoodSatisfactoryGood61650
August 201485.0Not deficientVery GoodSatisfactorySatisfactory61650
August 201383.6Not deficientVery GoodSatisfactorySatisfactory61650
August 201283.6Not deficientVery GoodSatisfactorySatisfactory61650
June 201155.6Structurally deficientFairPoorSatisfactory61650
December 201055.6Structurally deficientFairPoorSatisfactory66960
August 200955.6Structurally deficientFairPoorSatisfactory66960
July 200855.6Structurally deficientFairPoorSatisfactory66960
October 200755.6Structurally deficientFairPoorSatisfactory66960
November 200689.1Not deficientSatisfactorySatisfactorySatisfactory78150
December 200589.1Not deficientSatisfactoryVery GoodSatisfactory78150
March 200589.1Not deficientSatisfactoryVery GoodSatisfactory78150
August 200389.2Not deficientSatisfactoryVery GoodSatisfactory76880
September 200291.0Not deficientSatisfactoryVery GoodSatisfactory74775
February 200091.0Not deficientSatisfactorySatisfactorySatisfactory74775
December 199891.0Not deficientSatisfactorySatisfactorySatisfactory74775
October 199678.5Not deficientFairSatisfactoryFair68985
September 199580.0Not deficientFairSatisfactoryFair68985
July 199480.0Not deficientFairSatisfactoryFair68985
June 199380.0Not deficientFairSatisfactoryFair68985
June 199277.8Structurally deficientPoorSatisfactoryFair68985
May 199177.8Structurally deficientPoorSatisfactoryFair68985