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IR71 over OVER SECOND AVE

Map 

Coordinates:
+39.98139, -82.98444
39°58'53" N, 82°59'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IR71 over OVER SECOND AVE
Structure number:2507846
Location:0.31 MI S OF 5TH AVE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:53.2 ft. [16.2 m]
Total length:54.8 ft. [16.7 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:27,500 [as of 1993]
Truck traffic:7% 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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201593.1Not deficientExcellentExcellentExcellent27500
August 201493.1Not deficientExcellentExcellentExcellent27500
May 201393.1Not deficientExcellentExcellentExcellent27500
June 201293.1Not deficientExcellentExcellentExcellent27500
July 201193.1Not deficientExcellentExcellentExcellent27500
September 201093.1Not deficientExcellentExcellentExcellent27500
October 200993.1Not deficientExcellentExcellentExcellent27500
October 200893.1Not deficientExcellentExcellentExcellent27500
November 200793.1Not deficientExcellentExcellentExcellent27500
March 200693.1Not deficientExcellentExcellentExcellent27500
March 200593.1Not deficientExcellentExcellentExcellent27500
July 200393.1Not deficientExcellentExcellentExcellent27500
November 200293.1Not deficientExcellentExcellentExcellent27500
February 200093.1Not deficientExcellentExcellentExcellent27500
January 199993.1Not deficientExcellentExcellentExcellent27500
October 199693.1Not deficientExcellentExcellentExcellent27500
December 199592.8Not deficientExcellentExcellentExcellent27500
January 199592.8Not deficientExcellentExcellentExcellent27500
199492.8Not deficient---27500