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US264ALT/NC33 over TAR RIVER OVERFLOW

Map

Coordinates:
+35.60553, -77.33140
35°36'20" N, 77°19'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US264ALT/NC33 over TAR RIVER OVERFLOW
Structure number:000000001470002
Location:0.4 MI.N.JCT.US264 BUS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.1 ft. [17.7 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:72.5 ft. [22.1 m]
Owner:State Highway Agency [01]
Year built:1973
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:2
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,000 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryGoodGood3200085.0
September 2015GoodGoodGoodGood3200085.0
September 2013GoodGoodGoodGood3200085.0
September 2011GoodGoodGoodGood3200085.0
September 2009FairSatisfactoryVery GoodVery Good3000085.0
October 2007FairSatisfactoryVery GoodVery Good2700085.0
January 2006FairSatisfactoryVery GoodVery Good2700083.0
September 2003FairSatisfactoryVery GoodVery Good2800083.0
March 2002GoodGoodVery GoodVery Good3000083.0
February 2000GoodGoodVery GoodVery Good2240083.0
September 1991GoodGoodVery GoodVery Good2310085.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0801,080000
Deck
Reinforced Concrete Decksq. ft.8,6962,9125,78400
Substructure
Reinforced Concrete Abutmentlinear ft.1461212500
Prestressed Concrete Pileeach5050000
Reinforced Concrete Pier Caplinear ft.221221000
Joints
Pourable Jointlinear ft.1462501210
Bearings
Movable Bearingeach1818000
Steel Protective Coatingsq. ft.3636000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.3636000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000