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ROUTE 0030 over PAMUNKEY RIVER

Map

Coordinates:
+37.53624, -76.80104
37°32'10" N, 76°48'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 0030 over PAMUNKEY RIVER
Structure number:000000000026122
Location:KING WILLIAM-NEW KENT CL
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:248.0 ft. [75.6 m]
Total length:5354.3 ft. [1631.9 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,635 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:63.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryFairGood1763563.0
March 2016FairSatisfactoryFairGood1763563.0
March 2015FairSatisfactoryFairGood1763563.0
March 2014FairGoodSatisfactoryGood3200073.0
March 2013FairGoodSatisfactoryGood3200073.0
March 2012GoodGoodGoodGood1729973.0
March 2011GoodGoodGoodGood1729973.0
March 2009GoodGoodGoodGood1729973.0
December 2007GoodExcellentExcellentExcellent1635372.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.180180000
Steel Protective Coatingsq. ft.8,1958,195000
Steel Girder/Beamlinear ft.902902000
Steel Protective Coatingsq. ft.23,52723,5072000
Prestressed Concrete Girder/Beamlinear ft.36,15924,4739,0872,5990
Steel Stringerlinear ft.380380000
Steel Protective Coatingsq. ft.1,6381,638000
Deck
Reinforced Concrete Decksq. ft.375,904268,47399,3818,0500
Superstructure
Steel Floor Beamlinear ft.1,5861,5662000
Steel Protective Coatingsq. ft.17,50017,4346600
Substructure
Steel Columneach3535000
Steel Protective Coatingsq. ft.10,75310,753000
Prestressed Concrete Columneach2111713280
Reinforced Concrete Columneach4336700
Reinforced Concrete Pier Walllinear ft.1661422400
Reinforced Concrete Abutmentlinear ft.157837400
Reinforced Concrete Pile Cap/Footinglinear ft.91061829200
Prestressed Concrete Pileeach4404281200
Reinforced Concrete Pileeach4848000
Reinforced Concrete Pier Caplinear ft.3,4342,80562900
Deck
Concrete Filled Grid Decksq. ft.11,33910,77056900
Joints
Pourable Jointlinear ft.160159100
Assembly with Sealeach74063010820
Bearings
Elastomeric Bearingeach116723680
Steel Protective Coatingsq. ft.464457700
Pot Bearingeach70353500
Steel Protective Coatingsq. ft.7407281200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.10,70810,52717830
Reinforced Concrete Bridge Raillinear ft.10,79410,790400