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IR71 over OVER SECOND AVE

Map

Coordinates:
+39.98139, -82.98444
39°58'53" N, 82°59'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Wearing Surfacessq. ft.2,9522,952000
Substructure
Reinforced Concrete Abutmentlinear ft.113113000
Joints
Compression Jointlinear ft.111615000
Bearings
Elastomeric Bearingeach5656000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.110110000