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I-64 EB over CR 29 & ROCKY STEP RUN

Map

Coordinates:
+38.45582, -81.88340
38°27'21" N, 81°53'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-64 EB over CR 29 & ROCKY STEP RUN
Structure number:00000000040A070
Location:2.83 MI EAST OF WV 34
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:68.9 ft. [21.0 m]
Total length:290.4 ft. [88.5 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1988
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:2
Main spans material:Steel continuous [4]
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: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,755 [as of 2016]
Truck traffic:17% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactoryFair2975586.0
February 2016FairSatisfactoryGoodFair2283586.0
February 2014FairGoodGoodSatisfactory2800097.0
March 2012FairGoodGoodSatisfactory2400097.0
March 2010FairGoodGoodSatisfactory2775094.1
February 2008FairGoodGoodSatisfactory2550093.8
February 2006FairGoodGoodSatisfactory2550093.8
January 2004FairGoodGoodSatisfactory2425094.4
January 2002FairGoodGoodSatisfactory2400093.9
February 2000GoodGoodVery GoodGood2175095.2
June 1998GoodGoodVery GoodGood2175095.2
June 1996GoodGoodVery GoodVery Good2275095.1
December 1994GoodGoodVery GoodVery Good2100095.6
July 1994GoodGoodVery GoodVery Good2100095.6
August 1992GoodGoodVery GoodVery Good1850095.8
October 1990GoodGoodVery GoodVery Good1900095.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,74088385700
Steel Protective Coatingsq. ft.17,34315,6391,70400
Deck
Reinforced Concrete Decksq. ft.12,47010,9288307120
Substructure
Reinforced Concrete Columneach43010
Reinforced Concrete Abutmentlinear ft.86552830
Reinforced Concrete Pier Caplinear ft.1641124570
Joints
Compression Jointlinear ft.117078390
Bearings
Movable Bearingeach30201000
Fixed Bearingeach1210200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.580451119100