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OVERBROOK DRIVE over (O) ADENA BROOK

Map

Coordinates:
+40.04722, -83.01413
40°02'50" N, 83°00'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OVERBROOK DRIVE over (O) ADENA BROOK
Structure number:2562634
Location:#2 E/HIGH STREET
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 1984]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodVery GoodVery GoodVery Good140088.8
September 2016GoodVery GoodGoodVery Good140088.8
October 2015GoodVery GoodGoodVery Good140088.8
October 2014GoodVery GoodGoodVery Good140080.8
June 2013GoodVery GoodGoodVery Good140080.8
July 2012GoodVery GoodVery GoodVery Good140080.8
August 2011FairSatisfactoryVery GoodSatisfactory140080.8
September 2010FairGoodVery GoodSatisfactory140080.8
August 2007GoodVery GoodVery GoodVery Good140080.8
September 2006GoodVery GoodVery GoodVery Good140080.8
September 2005GoodVery GoodVery GoodVery Good140080.8
August 2004GoodVery GoodVery GoodVery Good140080.8
November 2002GoodVery GoodVery GoodVery Good140080.8
October 2001GoodVery GoodVery GoodVery Good140080.7
October 2000GoodVery GoodVery GoodVery Good140080.7
September 1998GoodVery GoodVery GoodVery Good140080.7
November 1997GoodVery GoodVery GoodVery Good140080.7
December 1996GoodVery GoodVery GoodVery Good140080.7
July 1995GoodVery GoodVery GoodVery Good140080.7
August 1994GoodVery GoodVery GoodVery Good140080.7
November 1993GoodVery GoodVery GoodVery Good140080.7
December 1992GoodVery GoodVery GoodVery Good140080.7