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U.S. 460 (WBL) over U.S. 360 (EBL)

Map

Coordinates:
+37.18975, -78.18601
37°11'23" N, 78°11'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 460 (WBL) over U.S. 360 (EBL)
Structure number:000000000012822
Location:.05 TO ECL BURK & .09 723
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:117.1 ft. [35.7 m]
Total length:248.0 ft. [75.6 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,189 [as of 2014]
Truck traffic:11% 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:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,656,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactoryFair418985.6
April 2016FairSatisfactorySatisfactoryFair418985.6
April 2014FairGoodGoodSatisfactory859896.2
April 2012FairGoodGoodSatisfactory859896.2
April 2010FairGoodGoodSatisfactory859895.9
July 2008GoodGoodGoodGood859895.9
April 2006GoodVery GoodGoodVery Good780497.0
April 2004GoodVery GoodGoodVery Good933596.8
January 2004FairFairGoodFair933384.7
January 2002FairFairGoodFair1271884.3
February 2000FairFairGoodFair1131682.4
January 1998FairFairSatisfactoryFair1100082.5
January 1996FairFairSatisfactoryFair490083.6
January 1994FairSatisfactoryVery GoodSatisfactory1000095.2
January 1992FairSatisfactoryVery GoodVery Good682596.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4861,346401000
Steel Protective Coatingsq. ft.16,16115,9991005210
Deck
Reinforced Concrete Decksq. ft.10,7347,8562,1846940
Wearing Surfacessq. ft.9,99009,99000
Substructure
Reinforced Concrete Columneach85120
Reinforced Concrete Abutmentlinear ft.1717067340
Reinforced Concrete Pier Caplinear ft.1338520280
Joints
Pourable Jointlinear ft.28720148038
Assembly with Sealeach62501200
Bearings
Elastomeric Bearingeach120480
Movable Bearingeach60600
Steel Protective Coatingsq. ft.3000300
Fixed Bearingeach1801800
Steel Protective Coatingsq. ft.9090000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.49633286780