Share:

NC168 over SHINGLE LANDING CREEK

Map

Coordinates:
+36.52526, -76.17894
36°31'31" N, 76°10'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC168 over SHINGLE LANDING CREEK
Structure number:000000000530014
Old structure number:000000000053014 (from 1992 edition)
Location:0.1MI.N. OF JCT.SR1228
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:39.0 ft. [11.9 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:State Highway Agency [01]
Year built:1996
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2013]
Truck traffic:8% 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: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:97.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodGood2100097.0
October 2014GoodGoodGoodGood2100097.0
October 2012GoodGoodGoodGood2300096.8
October 2010GoodGoodGoodVery Good2000097.1
October 2008GoodGoodGoodVery Good1900097.2
October 2006GoodGoodVery GoodVery Good2000097.1
October 2004GoodVery GoodVery GoodVery Good1900097.2
October 2002GoodVery GoodVery GoodVery Good2100097.0
October 2000GoodVery GoodVery GoodVery Good1480097.6
October 1998GoodVery GoodVery GoodVery Good1480097.6
November 1996GoodVery GoodVery GoodVery Good1080098.0
October 1994PoorPoorSatisfactoryFair1110062.6
November 1992PoorPoorSatisfactoryFair920062.9
October 1990PoorPoorSatisfactoryFair920062.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,0802,0640160
Deck
Prestressed Concrete Top Flangesq. ft.6,2406,240000
Substructure
Reinforced Concrete Abutmentlinear ft.164164000
Prestressed Concrete Pileeach4343000
Reinforced Concrete Pier Caplinear ft.242242000
Joints
Pourable Jointlinear ft.225225000
Wearing Surfacessq. ft.5,5765,5440320
Bearings
Elastomeric Bearingeach104104000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4141000
Other Material Bridge Raillinear ft.164164000