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US17 64 US76 NC133 over BRUNSWICK RIVER

Map

Coordinates:
+34.23412, -77.98618
34°14'03" N, 77°59'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US17 64 US76 NC133 over BRUNSWICK RIVER
Structure number:000000000190103
Location:0.4 MI. N. JCT. NC133
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:133.9 ft. [40.8 m]
Total length:799.9 ft. [243.8 m]
Roadway width between curbs:137.1 ft. [41.8 m]
Deck width edge-to-edge:140.4 ft. [42.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2016
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:6
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,500 [as of 2013]
Truck traffic:12% 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: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 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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:82.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairFairFair3250082.5
March 2015FairFairFairFair3250082.5
March 2013FairFairFairFair3150028.0
March 2011FairFairGoodFair1450084.4
March 2009FairSatisfactorySatisfactoryFair3350083.4
May 2007FairSatisfactorySatisfactorySatisfactory2850095.3
April 2005FairSatisfactorySatisfactoryFair2950083.8
March 2003FairSatisfactorySatisfactorySatisfactory2900095.3
March 2001FairSatisfactorySatisfactorySatisfactory2000096.1
February 1999FairSatisfactorySatisfactorySatisfactory1950096.2
March 1991FairSatisfactorySatisfactorySatisfactory2060096.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.12,60812,608000
Deck
Reinforced Concrete Decksq. ft.112,400106,4005,0001,0000
Substructure
Reinforced Concrete Columneach4040000
Reinforced Concrete Abutmentlinear ft.372370200
Steel Pileeach4444000
Prestressed Concrete Pier Caplinear ft.173173000
Reinforced Concrete Pier Caplinear ft.916916000
Joints
Pourable Jointlinear ft.42332301000
Bearings
Elastomeric Bearingeach192192000
Steel Protective Coatingsq. ft.192192000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,6081,24036800