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I40 WBL over HUNTING CREEK

Map

Coordinates:
+35.89710, -80.64857
35°53'50" N, 80°38'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I40 WBL over HUNTING CREEK
Structure number:000000000590032
Location:2.0 MI. W. JCT. US64
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:54.1 ft. [16.5 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1968
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:4
Main spans material:Steel [3]
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2015]
Truck traffic:23% of total traffic
Deck condition:Good [7 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: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
December 2018FairGoodFairFair1850085.0
December 2016PoorVery GoodSatisfactoryPoor1600068.8
December 2014FairVery GoodSatisfactorySatisfactory1600096.5
December 2012PoorSatisfactoryFairSerious1500034.4
February 2012PoorSatisfactoryFairSerious1450051.2
December 2010FairSatisfactoryFairSatisfactory1400085.5
December 2008FairSatisfactorySatisfactorySatisfactory1500096.6
January 2007FairSatisfactorySatisfactorySatisfactory1450096.6
November 2004FairSatisfactorySatisfactorySatisfactory1450096.6
November 2002FairSatisfactorySatisfactorySatisfactory1450096.6
January 2001FairSatisfactorySatisfactorySatisfactory1300096.8
March 1999FairSatisfactorySatisfactorySatisfactory1360096.7
January 1991FairFairSatisfactorySatisfactory1275095.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3204247741157
Steel Protective Coatingsq. ft.11,6729,4333451,8940
Deck
Reinforced Concrete Decksq. ft.9,2407,9481,0682240
Substructure
Reinforced Concrete Abutmentlinear ft.843212400
Steel Pileeach35143162
Steel Protective Coatingsq. ft.1,10652205840
Reinforced Concrete Pier Caplinear ft.2143196870
Joints
Compression Jointlinear ft.170166400
Bearings
Other Bearingeach48016320
Steel Protective Coatingsq. ft.4802460
Bridge Rail
Other Material Bridge Raillinear ft.44030713300