Share:

WBL ROUTE 0460 over SINKING CREEK

Map

Coordinates:
+37.30020, -80.55950
37°18'01" N, 80°33'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL ROUTE 0460 over SINKING CREEK
Structure number:000000000008374
Location:0.40-RT 642;4.05-ECL PEMB
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:74.2 ft. [22.6 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,126 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:79.4
Estimated cost of work:$9,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairSatisfactorySatisfactory512679.4
December 2015FairSatisfactorySatisfactorySatisfactory512680.4
December 2013FairSatisfactorySatisfactoryGood499080.4
December 2011FairGoodSatisfactoryGood499080.4
December 2009FairGoodSatisfactoryGood499080.4
December 2007FairGoodSatisfactoryGood503880.4
December 2005FairFairSatisfactorySatisfactory512179.4
December 2003FairFairSatisfactorySatisfactory493279.4
December 2001FairFairSatisfactorySatisfactory490379.4
December 1999FairFairSatisfactorySatisfactory473977.4
January 1998FairSatisfactorySatisfactorySatisfactory500078.4
January 1996FairSatisfactoryGoodSatisfactory550078.5
February 1994GoodGoodVery GoodGood500071.0
December 1991GoodGoodGoodGood448071.0
December 1989GoodGoodGoodGood448071.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,08698201040
Steel Protective Coatingsq. ft.9,5799,43700142
Deck
Reinforced Concrete Decksq. ft.6,8626,112664860
Wearing Surfacessq. ft.6,1406,1261400
Substructure
Reinforced Concrete Pier Walllinear ft.7296030
Reinforced Concrete Abutmentlinear ft.93692040
Reinforced Concrete Pile Cap/Footinglinear ft.1401400
Reinforced Concrete Pier Caplinear ft.7261560
Joints
Compression Jointlinear ft.1441250019
Bearings
Movable Bearingeach1500150
Steel Protective Coatingsq. ft.45300150
Fixed Bearingeach1500150
Steel Protective Coatingsq. ft.4545000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4401061931410