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US158 EBL over CURRITUCK SOUND

Map

Coordinates:
+36.08658, -75.76672
36°05'12" N, 75°46'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US158 EBL over CURRITUCK SOUND
Structure number:000000000530016
Location:.01 MI.E.JCT.SR1187
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:59.1 ft. [18.0 m]
Total length:14867.9 ft. [4531.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Prestressed concrete [5]
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: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:12,500 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour condition. [5]
Sufficiency rating:37.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016PoorFairPoorPoor1250037.9
September 2014PoorFairPoorPoor1250037.9
September 2012PoorFairPoorPoor80006.0
September 2010PoorFairPoorPoor800038.0
November 2008PoorFairFairPoor900038.0
December 2006PoorFairFairPoor850038.0
October 2004FairFairFairFair850049.0
November 2002FairFairFairFair1050049.0
May 2001FairFairFairFair1600051.0
November 1998FairFairFairFair1250051.0
June 1991PoorPoorFairSatisfactory1000047.7

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.540540000
Prestressed Concrete Girder/Beamlinear ft.59,42057,86658493832
Deck
Reinforced Concrete Decksq. ft.494,471389,607104,0608040
Prestressed Concrete Top Flangesq. ft.1,6201,620000
Wearing Surfacessq. ft.1,6201,44018000
Substructure
Prestressed Concrete Columneach20200
Reinforced Concrete Columneach2712600
Reinforced Concrete Abutmentlinear ft.106106000
Reinforced Concrete Pile Cap/Footinglinear ft.438004380
Prestressed Concrete Pileeach1,60081,4151770
Reinforced Concrete Pileeach60600
Prestressed Concrete Pier Caplinear ft.41680326100
Reinforced Concrete Pier Caplinear ft.6,8152,2334,07749510
Deck
Corrugated or Orthotropic Decksq. ft.3,9903,990000
Joints
Pourable Jointlinear ft.8,0927,851203380
Compression Jointlinear ft.68531500
Bearings
Elastomeric Bearingeach998998000
Steel Protective Coatingsq. ft.496496000
Movable Bearingeach22000
Fixed Bearingeach1,9881,234664900
Steel Protective Coatingsq. ft.3,2761,1027611,002411
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.29,61029,36524500
Other Material Bridge Raillinear ft.14,88014,880000