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US64, US264 BYPASS over CROATAN SOUND

Map

Coordinates:
+35.88511, -75.71444
35°53'06" N, 75°42'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US64, US264 BYPASS over CROATAN SOUND
Structure number:000000000550054
Location:.10 MI. E. OF JCT. SR1105
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:230.0 ft. [70.1 m]
Total length:27581.4 ft. [8406.4 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance below bridge:65.6 ft. [20.0 m]
Owner:State Highway Agency [01]
Year built:2002
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:3
Main spans material:Prestressed concrete continuous [6]
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,700 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Fair [5 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:Better than present minimum criteria [7]
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:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairGoodGood470079.0
April 2014FairFairGoodGood470079.0
April 2012FairFairGoodGood400079.0
April 2010FairSatisfactoryGoodGood380075.9
April 2008FairSatisfactoryGoodGood380075.9
October 2007FairSatisfactoryGoodGood380075.0
April 2006FairSatisfactoryGoodGood340064.9
May 2004FairSatisfactoryGoodGood400075.0
August 2002GoodVery GoodVery GoodVery Good365080.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.192,849191,2681,4781030
Deck
Reinforced Concrete Decksq. ft.1,856,017411,848,4897,4870
Prestressed Concrete Decksq. ft.6,59506,59500
Substructure
Prestressed Concrete Columneach96120
Reinforced Concrete Columneach6059100
Reinforced Concrete Abutmentlinear ft.536127335740
Reinforced Concrete Pile Cap/Footinglinear ft.2,34001,7176230
Prestressed Concrete Pileeach2,3091,988882330
Reinforced Concrete Pileeach65010
Prestressed Concrete Pier Caplinear ft.724198644620
Reinforced Concrete Pier Caplinear ft.17,0142,9542,08411,9760
Joints
Assembly with Sealeach3,4680683,4000
Bearings
Elastomeric Bearingeach3,7423,66467110
Steel Protective Coatingsq. ft.14,66714,6310360
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.27,7539827,634210
Other Material Bridge Raillinear ft.55,50619655,1761340
Deck
Reinforced Concrete Slabsq. ft.6,56206,56200