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NC168 over BUCKSKIN CREEK

Map

Coordinates:
+36.45327, -76.06921
36°27'12" N, 76°04'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC168 over BUCKSKIN CREEK
Structure number:000000000530001
Old structure number:000000000053001 (from 1992 edition)
Location:0.4 MI.S. OF JCT.NC 34
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:39.0 ft. [11.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Owner:State Highway Agency [01]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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: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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactoryGood1400086.1
December 2016GoodGoodGoodGood1300089.9
December 2014GoodGoodGoodGood1300089.9
December 2012GoodGoodGoodGood1300091.0
December 2010GoodGoodVery GoodVery Good1200091.6
October 2008FairGoodSatisfactoryVery Good1200091.6
October 2006GoodGoodVery GoodVery Good1400090.4
October 2004GoodVery GoodVery GoodVery Good1200091.6
October 2002GoodVery GoodVery GoodVery Good1300091.0
November 2000GoodVery GoodVery GoodVery Good830091.9
November 1998GoodVery GoodVery GoodVery Good830091.9
February 1997FairFairFairFair1010048.2
February 1995FairFairFairFair880033.5
February 1993FairFairFairFair780034.7
March 1991FairFairFairFair780034.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,0002,000000
Deck
Prestressed Concrete Top Flangesq. ft.6,0006,000000
Wearing Surfacessq. ft.5,9325,09284000
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Prestressed Concrete Pileeach38281000
Reinforced Concrete Pier Caplinear ft.2431628100
Bearings
Elastomeric Bearingeach100100000
Bridge Rail
Other Material Bridge Raillinear ft.168016800