I-70 over OVER US-33


+39.93167, -82.92750
39°55'54" N, 82°55'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-70 over OVER US-33
Structure number:2505282
Location:0.65 MI W OF JAMES RD
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:91.9 ft. [28.0 m]
Total length:293.6 ft. [89.5 m]
Roadway width between curbs:75.5 ft. [23.0 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2003
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:4
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:42,390 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:33.6 tons [30.5 metric tons]
Inventory rating:33.6 tons [30.5 metric tons]
Sufficiency rating:88.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201688.9GoodVery GoodVery GoodVery GoodFO42390
June 201588.5GoodVery GoodVery GoodVery GoodFO46809
June 201488.5GoodVery GoodVery GoodVery GoodFO46809
May 201388.5GoodExcellentExcellentExcellentFO46809
April 201288.5GoodExcellentExcellentExcellentFO46809
June 201188.5GoodExcellentExcellentExcellent-46809
June 201088.3GoodExcellentExcellentExcellent-49069
September 200988.3GoodExcellentExcellentExcellent-49069
November 200888.3GoodExcellentExcellentExcellent-49069
September 200788.3GoodExcellentExcellentExcellent-49069
February 200688.4GoodExcellentExcellentExcellent-48177
March 200588.4GoodExcellentExcellentExcellent-48177
August 200388.7GoodExcellentExcellentExcellent-45595
September 200288.6GoodExcellentExcellentExcellent-46752
June 200091.0FairGoodGoodSatisfactory-43815
December 199989.0FairGoodGoodSatisfactory-43815
December 199889.0FairGoodGoodSatisfactory-43815
June 199688.9FairGoodGoodSatisfactory-44952
September 199589.7FairGoodGoodSatisfactory-44952
August 199489.7FairGoodGoodSatisfactory-44952
June 199389.7FairGoodGoodSatisfactory-44952
June 199288.7FairFairSatisfactorySatisfactory-44952
May 199188.7FairFairSatisfactorySatisfactory-44952