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NC87 over LIVINGSTON CREEK

Map

Coordinates:
+34.32541, -78.21643
34°19'31" N, 78°12'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC87 over LIVINGSTON CREEK
Structure number:000000000470014
Location:0.7 MI.N. JCT.SR1821
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:33.1 ft. [10.1 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1968
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:5
Main spans material:Steel [3]
Main spans 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: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:73.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairFairFair1000073.3
July 2016FairFairFairFair1000073.3
July 2014FairFairFairFair570077.9
July 2012FairFairFairFair990073.4
August 2010PoorFairPoorFair990054.4
August 2008PoorFairPoorSatisfactory580060.0
July 2006PoorFairPoorSatisfactory550060.4
September 2004PoorFairPoorSatisfactory580060.0
September 2002PoorFairPoorSatisfactory520060.8
August 2000PoorFairPoorSatisfactory570058.2
April 1998PoorFairPoorSatisfactory600057.7
March 1990PoorFairPoorSatisfactory400060.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,12020691400
Steel Protective Coatingsq. ft.8,9811,6943,8646602,763
Deck
Reinforced Concrete Decksq. ft.6,3909245,46600
Substructure
Reinforced Concrete Abutmentlinear ft.74551810
Prestressed Concrete Pileeach38171920
Reinforced Concrete Pier Caplinear ft.218218000
Joints
Pourable Jointlinear ft.292292000
Bearings
Other Bearingeach6716600
Steel Protective Coatingsq. ft.6710561
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3507028000