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LEONARD AVENUE over I-670

Map

Coordinates:
+39.98072, -82.95661
39°58'51" N, 82°57'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEONARD AVENUE over I-670
Structure number:2517760
Location:3.99 MI W OF IR270
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:108.3 ft. [33.0 m]
Total length:217.9 ft. [66.4 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1989
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,269 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodSatisfactoryVery Good826994.0
November 2016FairVery GoodSatisfactoryVery Good826994.0
December 2015FairVery GoodSatisfactoryVery Good1610092.0
October 2014GoodVery GoodVery GoodExcellent1610092.0
October 2013GoodVery GoodVery GoodExcellent1610092.0
October 2012GoodVery GoodVery GoodExcellent1610092.0
November 2011GoodVery GoodVery GoodExcellent1610092.0
June 2010GoodVery GoodExcellentExcellent1610092.0
August 2009GoodExcellentExcellentExcellent1610092.0
November 2008GoodExcellentExcellentExcellent1610092.0
December 2007GoodExcellentExcellentExcellent1610090.0
March 2006GoodExcellentExcellentExcellent1610090.0
December 2004GoodExcellentExcellentExcellent1610090.0
November 2002GoodExcellentExcellentExcellent1610090.0
January 2000GoodExcellentExcellentExcellent1610094.2
November 1998GoodExcellentExcellentExcellent1610094.2
October 1996GoodExcellentExcellentExcellent1610094.2
January 1996GoodExcellentExcellentExcellent1610095.3
December 1994GoodExcellentExcellentExcellent1610095.3
September 1993GoodExcellentExcellentExcellent1610095.3
September 1992GoodExcellentExcellentExcellent1610095.3
September 1991GoodExcellentExcellentExcellent1610095.3