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I40 EBL over HUNTING CREEK

Map

Coordinates:
+35.89652, -80.64807
35°53'47" N, 80°38'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I40 EBL over HUNTING CREEK
Structure number:000000000590029
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:Latex Concrete or similar additive [3]

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:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 2018FairVery GoodFairSatisfactory1850085.0
December 2016FairVery GoodSatisfactorySatisfactory1600096.5
December 2014FairVery GoodSatisfactorySatisfactory1600096.5
December 2012FairFairSatisfactoryFair1500084.4
December 2010FairSatisfactoryGoodSatisfactory1400095.7
December 2008FairSatisfactoryGoodSatisfactory1500095.6
January 2007FairSatisfactoryGoodSatisfactory1500095.6
November 2004FairSatisfactoryGoodSatisfactory1450095.6
November 2002FairSatisfactoryGoodSatisfactory1450095.6
January 2001FairSatisfactoryGoodSatisfactory1300095.8
March 1999FairSatisfactoryGoodSatisfactory1360096.7
January 1991FairFairGoodGood1275095.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,296401,1541020
Steel Protective Coatingsq. ft.11,6729,5505001,6220
Deck
Reinforced Concrete Decksq. ft.9,2408,36187090
Substructure
Reinforced Concrete Abutmentlinear ft.84721200
Steel Pileeach35134180
Steel Protective Coatingsq. ft.86164822110
Reinforced Concrete Pier Caplinear ft.205200230
Joints
Compression Jointlinear ft.17012226220
Bearings
Other Bearingeach48011370
Steel Protective Coatingsq. ft.4801470
Bridge Rail
Other Material Bridge Raillinear ft.44028215800