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I-71 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:I-71 over OVER SECOND AVE
Structure number:2507838
Location:0.66 MI N OF I-670
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:55.1 ft. [16.8 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:134.8 ft. [41.1 m]
Deck width edge-to-edge:138.1 ft. [42.1 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1961
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:111,799 [as of 2015]
Truck traffic:15% 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:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:27.8 tons [25.3 metric tons]
Inventory rating:27.8 tons [25.3 metric tons]
Sufficiency rating:72.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201672.8GoodVery GoodVery GoodVery Good-111799
July 201572.8GoodVery GoodExcellentExcellent-129097
August 201479.0GoodVery GoodExcellentExcellent-129097
May 201372.8GoodVery GoodExcellentExcellent-129097
June 201272.8GoodExcellentExcellentExcellent-129097
July 201172.8GoodExcellentExcellentExcellent-129097
September 201072.8GoodExcellentExcellentExcellent-143635
October 200945.7PoorVery GoodVery GoodPoorSD143635
October 200845.7PoorVery GoodVery GoodPoorSD143635
November 200745.7PoorVery GoodVery GoodPoorSD143635
March 200661.7FairVery GoodVery GoodFair-153135
March 200561.7FairVery GoodVery GoodFair-153135
August 200372.7FairVery GoodVery GoodSatisfactory-160570
September 200272.7FairVery GoodVery GoodSatisfactory-164974
February 200072.7FairVery GoodVery GoodSatisfactory-164974
January 199972.7FairVery GoodVery GoodSatisfactory-164974
October 199672.7FairVery GoodVery GoodSatisfactory-132583
December 199572.7FairVery GoodVery GoodSatisfactory-132583
January 199572.7FairVery GoodGoodSatisfactory-132583
April 199372.7GoodVery GoodGoodGood-132583
May 199272.7GoodGoodGoodGood-132583
June 199158.7PoorPoorSatisfactoryFairSD132583

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach2019100
Reinforced Concrete Pier Walllinear ft.283283000
Reinforced Concrete Abutmentlinear ft.283283000
Reinforced Concrete Pier Caplinear ft.283283000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.278278000
Deck
Reinforced Concrete Slabsq. ft.19,18119,1018000
Wearing Surfacessq. ft.18,76518,765000