Share:

Buckshoal Road over Hyco River

Map

Coordinates:
+36.65876, -78.77462
36°39'32" N, 78°46'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Buckshoal Road over Hyco River
Structure number:000000000009214
Location:1.4 to 730 - 0.20 to 737
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:585 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:86.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactorySatisfactory58586.3
February 2015FairSatisfactorySatisfactorySatisfactory61086.2
February 2013FairSatisfactorySatisfactoryGood60886.2
February 2011FairSatisfactorySatisfactoryGood60886.2
February 2009FairSatisfactorySatisfactoryGood60863.9
February 2007FairSatisfactoryGoodGood54764.0
February 2005FairSatisfactoryGoodGood54764.0
February 2003FairSatisfactoryVery GoodGood62158.9
February 2001GoodGoodVery GoodGood62156.9
February 1999FairSatisfactoryVery GoodGood62158.9
February 1997GoodGoodVery GoodGood62156.9
March 1995GoodGoodVery GoodGood62156.6
February 1993GoodGoodVery GoodGood33356.8
January 1991GoodGoodVery GoodGood33356.8