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WILLIAMS RD over BIG WALNUT (WILLIAMS RD)

Map

Coordinates:
+39.88821, -82.90463
39°53'18" N, 82°54'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILLIAMS RD over BIG WALNUT (WILLIAMS RD)
Structure number:2532441
Location:1.1 MI WEST OF HAMILTON
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:94.2 ft. [28.7 m]
Total length:326.1 ft. [99.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:1968
Year reconstructed:1999
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:5
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,195 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood1219589.9
September 2016GoodGoodGoodGood1219589.9
November 2015GoodGoodGoodGood680091.3
December 2014GoodGoodGoodGood680091.3
January 2014GoodGoodGoodGood680091.3
November 2012GoodGoodGoodGood680091.3
January 2012GoodGoodGoodGood680090.3
November 2010GoodGoodGoodGood680090.3
October 2009GoodGoodGoodGood680088.3
October 2008GoodGoodVery GoodGood680088.3
October 2007GoodGoodVery GoodVery Good680088.3
December 2006GoodGoodVery GoodVery Good680088.3
October 2005GoodGoodVery GoodVery Good680088.3
October 2004GoodGoodVery GoodVery Good680088.3
October 2003GoodGoodVery GoodVery Good680088.3
October 2002GoodGoodVery GoodVery Good680088.3
November 2001GoodGoodVery GoodGood680088.3
November 2000GoodVery GoodVery GoodGood680088.3
November 1999GoodVery GoodGoodGood680088.3
December 1998FairSatisfactoryGoodGood731277.9
September 1996GoodGoodGoodGood731277.9
November 1995GoodGoodGoodGood679078.1
December 1994GoodGoodGoodGood679078.1
December 1993GoodGoodGoodGood679078.1
December 1992GoodGoodGoodGood679078.1
December 1991GoodGoodGoodGood502078.6