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I-71 NB over CSX RR-WHITE SULPHUR CRK

Map

Coordinates:
+38.50806, -85.24278
38°30'29" N, 85°14'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-71 NB over CSX RR-WHITE SULPHUR CRK
Structure number:052B00051R
Old structure number:052*0071*B0051P (from 1992 edition)
Location:1.5 MI S US 421 NTRCH
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:130.9 ft. [39.9 m]
Total length:434.4 ft. [132.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:23.0 ft. [7.0 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:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
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: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,913 [as of 2016]
Truck traffic:27% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:81.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactorySatisfactory1791381.2
July 2015FairSatisfactorySatisfactorySatisfactory1650781.7
July 2013FairSatisfactorySatisfactorySatisfactory1650781.7
July 2011FairSatisfactorySatisfactorySatisfactory1685085.2
November 2009FairSatisfactorySatisfactorySatisfactory1630089.3
February 2008FairSatisfactorySatisfactorySatisfactory3630087.3
September 2005FairSatisfactorySatisfactorySatisfactory2934288.0
August 2003GoodGoodGoodGood2803890.1
February 2002GoodGoodGoodGood2803888.1
July 1999GoodGoodGoodGood2803888.1
July 1997GoodGoodGoodGood2401584.3
July 1995GoodGoodGoodGood725786.3
July 1993GoodGoodGoodGood725786.3
July 1991GoodGoodGoodGood725786.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,73893880000
Steel Protective Coatingsq. ft.23,48111,4810012,000
Deck
Reinforced Concrete Decksq. ft.15,53015,41211080
Wearing Surfacessq. ft.14,01513,12589000
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.7266600
Reinforced Concrete Pier Caplinear ft.9393000
Bearings
Movable Bearingeach88000
Steel Protective Coatingsq. ft.4646000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.2323000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8698214800
Steel Protective Coatingsq. ft.5,2145,1664800
Reinforced Concrete Bridge Raillinear ft.8618313000