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LEONARD AVENUE over I-670

Map

Coordinates:
+39.98056, -82.95639
39°58'50" N, 82°57'23" 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:16.1 ft. [4.9 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 2016

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:Very Good [8 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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201694.0FairVery GoodSatisfactoryVery GoodFO8269
December 201592.0FairVery GoodSatisfactoryVery GoodFO16100
October 201492.0GoodVery GoodVery GoodExcellentFO16100
October 201392.0GoodVery GoodVery GoodExcellentFO16100
October 201292.0GoodVery GoodVery GoodExcellentFO16100
November 201192.0GoodVery GoodVery GoodExcellentFO16100
June 201092.0GoodVery GoodExcellentExcellentFO16100
August 200992.0GoodExcellentExcellentExcellentFO16100
November 200892.0GoodExcellentExcellentExcellentFO16100
December 200790.0GoodExcellentExcellentExcellentFO16100
March 200690.0GoodExcellentExcellentExcellentFO16100
December 200490.0GoodExcellentExcellentExcellentFO16100
November 200290.0GoodExcellentExcellentExcellentFO16100
January 200094.2GoodExcellentExcellentExcellent-16100
November 199894.2GoodExcellentExcellentExcellent-16100
October 199694.2GoodExcellentExcellentExcellent-16100
January 199695.3GoodExcellentExcellentExcellent-16100
December 199495.3GoodExcellentExcellentExcellent-16100
September 199395.3GoodExcellentExcellentExcellent-16100
September 199295.3GoodExcellentExcellentExcellent-16100
September 199195.3GoodExcellentExcellentExcellent-16100