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COUNTY ROUTE 60/28 over HURRICANE CREEK

Map

Coordinates:
+38.40804, -81.96630
38°24'29" N, 81°57'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROUTE 60/28 over HURRICANE CREEK
Structure number:00000000040A114
Location:0.07 MI S OF US 60
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.4 ft. [11.4 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:11.8 ft. [3.6 m]
Deck width edge-to-edge:12.8 ft. [3.9 m]
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:21 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:48.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorPoorPoorGood2148.0
November 2015FairFairFairSatisfactory2066.0
November 2013FairFairFairSatisfactory2064.0
November 2012FairFairSatisfactoryFair2062.1
October 2011FairFairSatisfactoryGood2073.1
October 2010FairFairSatisfactoryGood2074.8
November 2009FairFairSatisfactoryGood2074.8
December 2008FairVery GoodSatisfactoryGood2072.9
December 2007FairVery GoodSatisfactoryGood2072.9
January 2007FairVery GoodSatisfactoryGood2065.0
January 2006FairVery GoodSatisfactoryGood2065.0
January 2005FairVery GoodSatisfactoryGood2072.9
January 2004FairVery GoodSatisfactoryGood2071.7
January 2002FairVery GoodSatisfactoryGood2071.7
March 2000FairVery GoodFairVery Good2060.7
April 1998FairVery GoodFairVery Good2060.7
April 1996FairVery GoodFairVery Good2060.7
May 1994FairVery GoodFairVery Good2060.7