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US64 EBL over HAW RIVER

Map

Coordinates:
+35.73154, -79.10642
35°43'54" N, 79°06'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US64 EBL over HAW RIVER
Structure number:000000000370483
Location:0.2 MI. E. JCT. SR1991
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:65.0 ft. [19.8 m]
Total length:699.2 ft. [213.1 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Owner:State Highway Agency [01]
Year built:1999
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:11
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 2013]
Truck traffic:14% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:98.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactoryGoodGood650098.4
March 2016GoodGoodGoodGood650098.4
March 2014GoodGoodGoodGood650098.4
March 2012GoodGoodGoodGood550098.5
March 2010FairSatisfactoryGoodSatisfactory600098.4
March 2008FairSatisfactoryGoodSatisfactory700098.3
September 2006FairSatisfactoryVery GoodVery Good650098.4
May 2004FairSatisfactoryVery GoodVery Good650098.4
June 2003FairSatisfactoryVery GoodVery Good650098.4
August 2001FairSatisfactoryVery GoodVery Good460098.6
January 1999GoodExcellentExcellentExcellent355096.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,4853,4711130
Deck
Reinforced Concrete Decksq. ft.26,93304,55622,3770
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.130128200
Steel Pileeach1616000
Steel Protective Coatingsq. ft.2,0242,024000
Reinforced Concrete Pier Caplinear ft.4524371500
Concrete Protective Coatingsq. ft.5,0865,086000
Joints
Assembly with Sealeach1561193700
Bearings
Elastomeric Bearingeach110110000
Steel Protective Coatingsq. ft.326326000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,40201,40200