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I-64 RAMP C WBL over WADES CREEK

Map

Coordinates:
+37.80025, -80.28083
37°48'01" N, 80°16'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-64 RAMP C WBL over WADES CREEK
Structure number:00000000013A170
Location:0.01 Miles E. of US 60
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:22.6 ft. [6.9 m]
Total length:59.4 ft. [18.1 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete continuous [2]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,702 [as of 2015]
Truck traffic:28% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:54.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$701,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairFairFairFair870254.4
August 2016FairFairFairFair870254.4
August 2014FairSatisfactorySatisfactorySatisfactory78178.4
August 2012FairSatisfactorySatisfactorySatisfactory80078.4
August 2010FairFairVery GoodGood550078.2
September 2008FairSatisfactorySatisfactoryGood150078.1
September 2006FairSatisfactorySatisfactoryGood100078.5
August 2004FairSatisfactorySatisfactoryGood150078.1
September 2002FairSatisfactorySatisfactoryGood150096.1
September 2000FairSatisfactorySatisfactoryGood150096.1
September 1998FairSatisfactorySatisfactoryGood150078.1
September 1996FairSatisfactorySatisfactoryGood100077.5
October 1994FairSatisfactorySatisfactoryGood290073.7
October 1992FairSatisfactorySatisfactorySatisfactory170076.6
October 1990FairGoodSatisfactoryGood680068.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.6161000
Reinforced Concrete Abutmentlinear ft.1801670130
Reinforced Concrete Pier Caplinear ft.8381020
Joints
Pourable Jointlinear ft.180180000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.118112060
Reinforced Concrete Bridge Raillinear ft.118118000
Deck
Reinforced Concrete Slabsq. ft.2,2302,03501950