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US17S NC37S over PERQUIMANS RIVER

Map

Coordinates:
+36.18933, -76.45598
36°11'22" N, 76°27'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US17S NC37S over PERQUIMANS RIVER
Structure number:000000001430014
Location:1.8 MI N JCT US17 32BUS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:79.1 ft. [24.1 m]
Total length:2901.1 ft. [884.2 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span 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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 2012]
Truck traffic:14% of total traffic
Deck condition:Good [7 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 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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodFairFair700069.1
November 2015FairGoodSatisfactoryFair700069.1
November 2013FairGoodSatisfactoryFair700069.1
November 2011FairGoodFairFair700069.1
November 2009FairSatisfactorySatisfactoryFair750068.9
October 2007PoorPoorPoorPoor700048.6
August 2005FairFairFairFair650068.2
March 2004FairFairSatisfactoryFair600068.4
March 2002FairFairSatisfactoryFair500066.9
December 1999FairFairSatisfactoryFair500066.9
October 1989FairFairGoodFair600065.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.320314060
Prestressed Concrete Girder/Beamlinear ft.11,28011,0381131290
Deck
Reinforced Concrete Decksq. ft.97,46696,4538501630
Substructure
Reinforced Concrete Columneach2895140
Reinforced Concrete Abutmentlinear ft.6863050
Reinforced Concrete Pile Cap/Footinglinear ft.406406000
Prestressed Concrete Pileeach2553721620
Reinforced Concrete Pier Caplinear ft.1,4591,159268320
Joints
Compression Jointlinear ft.1,5981,54871033
Bearings
Movable Bearingeach192192000
Steel Protective Coatingsq. ft.192019101
Enclosed/Concealed Bearingeach44000
Fixed Bearingeach192192000
Steel Protective Coatingsq. ft.192019200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,8065,630132440
Deck
Reinforced Concrete Slabsq. ft.10,07510,01253100