Share:

EBL Route 460 over Sandy River

Map

Coordinates:
+37.27531, -78.32147
37°16'31" N, 78°19'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL Route 460 over Sandy River
Structure number:000000000013905
Location:3.27-ECL Farm/2.04-Rt.307
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:37.1 ft. [11.3 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1917
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,317 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 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 conditions; field review indicates action is required. [4]
Sufficiency rating:61.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,118,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairFairSatisfactory631761.1
June 2016FairFairFairSatisfactory631761.1
June 2014FairFairFairSatisfactory1400058.9
June 2012FairFairFairSatisfactory671162.1
June 2010FairFairFairSatisfactory671165.7
June 2008FairFairFairSatisfactory671165.7
June 2006FairFairFairSatisfactory673265.7
June 2004FairFairSatisfactorySatisfactory601577.0
June 2002FairSatisfactoryGoodFair680263.7
June 2000FairSatisfactoryGoodFair236674.9
July 1998FairSatisfactoryGoodFair236669.9
July 1996FairGoodGoodFair600066.8
June 1994FairVery GoodSatisfactoryFair1200066.6
December 1991FairVery GoodSatisfactoryFair530567.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6793621042130
Steel Protective Coatingsq. ft.4,6972,2767091,018694
Deck
Reinforced Concrete Decksq. ft.3,3301,6391,1295620
Wearing Surfacessq. ft.3,1573,0724810
Substructure
Reinforced Concrete Columneach120660
Reinforced Concrete Pier Walllinear ft.30015150
Reinforced Concrete Abutmentlinear ft.113102830
Reinforced Concrete Pier Caplinear ft.5952520
Joints
Compression Jointlinear ft.5959000
Bearings
Movable Bearingeach1806120
Steel Protective Coatingsq. ft.54003618
Fixed Bearingeach1801260
Steel Protective Coatingsq. ft.1812006
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2261307890