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C55E UNIONVILLE over BIG DARBY

Map

Coordinates:
+40.13991, -83.33910
40°08'24" N, 83°20'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C55E UNIONVILLE over BIG DARBY
Structure number:8031169
Location:2 MI NORTH OF SR 161
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:57.1 ft. [17.4 m]
Total length:179.1 ft. [54.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1970
Year reconstructed:2017
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:480 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:92.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$600,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodExcellentExcellentGood48092.9
October 2017GoodExcellentExcellentGood48092.9
July 2016FairSatisfactoryFairSatisfactory48081.9
December 2015FairSatisfactoryFairSatisfactory42181.9
February 2015FairSatisfactoryFairSatisfactory42181.9
January 2014FairSatisfactoryFairGood42181.9
December 2012FairSatisfactoryFairGood42181.9
May 2011FairSatisfactoryFairGood42181.9
May 2010FairSatisfactoryFairGood10083.0
February 2009FairSatisfactoryFairGood10074.5
February 2006GoodGoodGoodGood10085.5
March 2005GoodGoodGoodGood10085.5
January 2004GoodGoodGoodGood10085.5
January 2003GoodGoodGoodGood10085.5
January 2002GoodGoodGoodGood10085.5
April 1999GoodGoodGoodGood10085.5
September 1997GoodGoodGoodGood10085.5
August 1996GoodGoodGoodGood10085.5
August 1995GoodGoodGoodGood10085.5
October 1994GoodGoodGoodGood10085.5
October 1993GoodGoodGoodGood10085.5
December 1992GoodGoodGoodGood10085.5
December 1991FairSatisfactoryGoodGood10085.5