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NC87 over DISCHARGE CANAL

Map

Coordinates:
+33.95084, -78.02531
33°57'03" N, 78°01'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC87 over DISCHARGE CANAL
Structure number:000000000190002
Location:0.3 MI.S. OF JCT NC133
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:58.1 ft. [17.7 m]
Total length:300.9 ft. [91.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:State Highway Agency [01]
Year built:1972
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:Prestressed concrete [5]
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: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Equal to present minimum criteria [6]
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:70.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryGoodFair1800070.2
May 2015FairSatisfactoryGoodFair1800083.2
May 2013FairSatisfactoryGoodFair990085.3
May 2011FairFairGoodFair890084.6
May 2009FairSatisfactoryGoodSatisfactory890096.9
September 2007FairSatisfactoryGoodSatisfactory840097.0
March 2005FairSatisfactoryGoodGood810097.1
February 2003FairSatisfactoryGoodSatisfactory1400095.7
March 2001FairSatisfactoryGoodSatisfactory1400095.7
January 1999FairSatisfactoryGoodSatisfactory1260096.0
January 1991FairSatisfactoryGoodGood870097.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,8001,800000
Deck
Reinforced Concrete Decksq. ft.13,9820013,9820
Substructure
Reinforced Concrete Abutmentlinear ft.9494000
Prestressed Concrete Pileeach5050000
Reinforced Concrete Pier Caplinear ft.286280420
Joints
Pourable Jointlinear ft.904602222
Compression Jointlinear ft.4545000
Bearings
Movable Bearingeach3030000
Fixed Bearingeach3029010
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.604599500