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NBL WARRENTON RD. over DEEP RUN

Map

Coordinates:
+38.43023, -77.62873
38°25'49" N, 77°37'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NBL WARRENTON RD. over DEEP RUN
Structure number:000000000018082
Location:STAFFORD-FAUQUIER CO.LINE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:51.8 ft. [15.8 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1974
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]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:10,241 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorSatisfactoryPoorSatisfactory1024162.8
October 2017PoorSatisfactoryPoorSatisfactory1024162.8
October 2016PoorSatisfactoryPoorSatisfactory1024162.8
October 2014FairSatisfactoryFairGood846482.4
October 2012FairSatisfactoryFairGood846482.4
October 2010FairSatisfactoryFairGood846482.4
October 2008FairSatisfactoryFairGood846482.4
October 2006FairGoodSatisfactoryGood940694.6
October 2004FairGoodSatisfactoryGood894994.8
December 2002FairGoodSatisfactoryGood798095.3
October 2000FairGoodSatisfactoryGood780493.3
November 1998FairGoodSatisfactoryGood780494.3
November 1996GoodGoodGoodGood1450091.2
November 1994GoodGoodVery GoodGood1300092.1
January 1993GoodGoodVery GoodGood501595.7
October 1990GoodGoodVery GoodGood556595.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.93275100181
Steel Protective Coatingsq. ft.7,7287,728000
Deck
Reinforced Concrete Decksq. ft.6,54506,512330
Substructure
Reinforced Concrete Pier Walllinear ft.82552700
Reinforced Concrete Abutmentlinear ft.1023235350
Reinforced Concrete Pier Caplinear ft.86701600
Joints
Compression Jointlinear ft.1611290320
Bearings
Elastomeric Bearingeach1800180
Steel Protective Coatingsq. ft.3603600
Fixed Bearingeach1800180
Steel Protective Coatingsq. ft.3603600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3122278500
Steel Protective Coatingsq. ft.59248111100
Reinforced Concrete Bridge Raillinear ft.312031200