FRA-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:FRA-70 over OVER US-33
Structure number:2505312
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:59.4 ft. [18.1 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:46,809 [as of 2010]
Truck traffic:8% 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:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:89.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201589.2Not deficientVery GoodVery GoodVery Good46809
July 201489.3Not deficientExcellentExcellentVery Good46809
May 201389.2Not deficientExcellentExcellentVery Good46809
April 201289.2Not deficientExcellentExcellentVery Good46809
June 201189.2Not deficientExcellentExcellentVery Good46809
June 201088.9Not deficientExcellentExcellentVery Good49069
September 200988.9Not deficientExcellentExcellentVery Good49069
November 200888.9Not deficientExcellentExcellentVery Good49069
September 200788.9Not deficientExcellentExcellentVery Good49069
February 200689.0Not deficientExcellentExcellentExcellent48177
March 200589.0Not deficientExcellentExcellentExcellent48177
August 200389.3Not deficientExcellentExcellentExcellent45595
September 200289.2Not deficientExcellentExcellentExcellent46752
June 200083.1Not deficientGoodGoodSatisfactory43815
December 199981.1Not deficientGoodGoodSatisfactory43815
December 199881.1Not deficientGoodGoodSatisfactory43815
June 199681.0Not deficientGoodGoodSatisfactory44952
September 199581.9Not deficientGoodGoodSatisfactory44952
August 199481.9Not deficientGoodGoodSatisfactory44952
June 199381.9Not deficientGoodGoodSatisfactory44952
June 199278.8Structurally deficientPoorSatisfactorySatisfactory44952
May 199178.8Structurally deficientPoorSatisfactorySatisfactory44952