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I-71 over OVER SECOND AVE

Map

Coordinates:
+39.98141, -82.98449
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:16.4 ft. [5.0 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: July 2017

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]
Sufficiency rating:72.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodVery GoodVery GoodVery Good11179972.8
August 2016GoodVery GoodVery GoodVery Good11179972.8
July 2015GoodVery GoodExcellentExcellent12909772.8
August 2014GoodVery GoodExcellentExcellent12909779.0
May 2013GoodVery GoodExcellentExcellent12909772.8
June 2012GoodExcellentExcellentExcellent12909772.8
July 2011GoodExcellentExcellentExcellent12909772.8
September 2010GoodExcellentExcellentExcellent14363572.8
October 2009PoorVery GoodVery GoodPoor14363545.7
October 2008PoorVery GoodVery GoodPoor14363545.7
November 2007PoorVery GoodVery GoodPoor14363545.7
March 2006FairVery GoodVery GoodFair15313561.7
March 2005FairVery GoodVery GoodFair15313561.7
August 2003FairVery GoodVery GoodSatisfactory16057072.7
September 2002FairVery GoodVery GoodSatisfactory16497472.7
February 2000FairVery GoodVery GoodSatisfactory16497472.7
January 1999FairVery GoodVery GoodSatisfactory16497472.7
October 1996FairVery GoodVery GoodSatisfactory13258372.7
December 1995FairVery GoodVery GoodSatisfactory13258372.7
January 1995FairVery GoodGoodSatisfactory13258372.7
April 1993GoodVery GoodGoodGood13258372.7
May 1992GoodGoodGoodGood13258372.7
June 1991PoorPoorSatisfactoryFair13258358.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach2019100
Reinforced Concrete Abutmentlinear ft.283283000
Reinforced Concrete Pier Caplinear ft.283283000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.278278000
Deck
Reinforced Concrete Slabsq. ft.19,18119,08110000
Wearing Surfacessq. ft.18,76518,46530000