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I-64 EBL over LICK CREEK

Map

Coordinates:
+37.80414, -80.81954
37°48'15" N, 80°49'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-64 EBL over LICK CREEK
Structure number:00000000045A064
Location:0.30 Miles W. of CR 4
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:75.1 ft. [22.9 m]
Total length:169.0 ft. [51.5 m]
Roadway width between curbs:57.4 ft. [17.5 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel continuous [4]
Main span 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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,782 [as of 2015]
Truck traffic:29% of total traffic
Deck condition:Satisfactory [6 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: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:87.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryFairFair978287.0
April 2015FairGoodSatisfactoryFair459587.0
September 2013GoodGoodGoodGood550098.0
August 2010GoodGoodGoodGood475097.6
April 2008GoodGoodGoodGood685097.4
March 2006GoodGoodGoodGood650097.4
April 2004FairGoodGoodSatisfactory600097.4
April 2002GoodGoodGoodGood600097.4
May 2000GoodGoodGoodGood500097.5
July 1998GoodGoodGoodGood500097.5
July 1996GoodGoodVery GoodGood445097.6
July 1994GoodGoodVery GoodGood410097.7
July 1992GoodGoodExcellentGood325097.8
July 1990GoodVery GoodExcellentVery Good260097.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4901,24702430
Steel Protective Coatingsq. ft.13,09612,859750162
Deck
Reinforced Concrete Decksq. ft.9,8709,72714300
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.2221873230
Concrete Protective Coatingsq. ft.95683145800
Reinforced Concrete Pier Caplinear ft.117117000
Joints
Compression Jointlinear ft.1781200580
Bearings
Movable Bearingeach2777130
Steel Protective Coatingsq. ft.1628648280
Fixed Bearingeach97200
Steel Protective Coatingsq. ft.2416404
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.33027049110