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EBL ROUTE 0360 over PAMUNKEY RIVER

Map

Coordinates:
+37.68497, -77.18406
37°41'06" N, 77°11'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL ROUTE 0360 over PAMUNKEY RIVER
Structure number:000000000010647
Location:0.0M K.W.CO-0.0M HANOVR C
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:78.1 ft. [23.8 m]
Total length:497.1 ft. [151.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:20°
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:8
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,279 [as of 2014]
Truck traffic:4% 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:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$28,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairSatisfactory927969.0
March 2015FairFairSatisfactorySatisfactory927980.0
March 2013FairFairSatisfactorySatisfactory920678.0
March 2011FairSatisfactorySatisfactorySatisfactory920679.0
March 2009FairSatisfactorySatisfactorySatisfactory920679.0
March 2007FairSatisfactorySatisfactorySatisfactory941580.0
March 2005FairSatisfactorySatisfactorySatisfactory863180.0
March 2003FairSatisfactorySatisfactorySatisfactory855480.0
March 2001FairSatisfactorySatisfactorySatisfactory834081.0
March 1999FairSatisfactorySatisfactorySatisfactory720179.0
March 1997GoodGoodGoodGood700079.0
March 1995FairGoodGoodFair280068.0
March 1993FairGoodGoodFair439160.5
April 1991FairGoodGoodFair398560.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4902,4180720
Steel Protective Coatingsq. ft.20,41820,418000
Deck
Reinforced Concrete Decksq. ft.16,47316,38069240
Wearing Surfacessq. ft.16,47315,990454290
Substructure
Reinforced Concrete Pier Walllinear ft.98781910
Reinforced Concrete Abutmentlinear ft.6558340
Reinforced Concrete Pier Caplinear ft.2361993250
Joints
Pourable Jointlinear ft.25212412305
Bearings
Elastomeric Bearingeach8007820
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.994987700