Share:

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: August 2016

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201693.1GoodExcellentExcellentExcellent-27500
July 201593.1GoodExcellentExcellentExcellent-27500
August 201493.1GoodExcellentExcellentExcellent-27500
May 201393.1GoodExcellentExcellentExcellent-27500
June 201293.1GoodExcellentExcellentExcellent-27500
July 201193.1GoodExcellentExcellentExcellent-27500
September 201093.1GoodExcellentExcellentExcellent-27500
October 200993.1GoodExcellentExcellentExcellent-27500
October 200893.1GoodExcellentExcellentExcellent-27500
November 200793.1GoodExcellentExcellentExcellent-27500
March 200693.1GoodExcellentExcellentExcellent-27500
March 200593.1GoodExcellentExcellentExcellent-27500
July 200393.1GoodExcellentExcellentExcellent-27500
November 200293.1GoodExcellentExcellentExcellent-27500
February 200093.1GoodExcellentExcellentExcellent-27500
January 199993.1GoodExcellentExcellentExcellent-27500
October 199693.1GoodExcellentExcellentExcellent-27500
December 199592.8GoodExcellentExcellentExcellent-27500
January 199592.8GoodExcellentExcellentExcellent-27500