Share:

WBL POCAHONTAS TR over DIASCUND CREEK

Map

Coordinates:
+37.42427, -76.89281
37°25'27" N, 76°53'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL POCAHONTAS TR over DIASCUND CREEK
Structure number:000000000012655
Location:NEW KENT & JAMES CTY CL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:53.2 ft. [16.2 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1978
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,174 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodGoodGoodGood217494.8
March 2016GoodGoodGoodGood217494.8
March 2014GoodGoodGoodGood241694.8
March 2012GoodGoodGoodGood241694.8
March 2010GoodGoodGoodGood241694.8
February 2008FairSatisfactoryGoodGood241994.8
February 2006FairSatisfactoryGoodGood211294.8
March 2004FairSatisfactoryGoodGood206994.8
February 2002FairSatisfactoryGoodGood225793.8
February 2000FairSatisfactoryGoodGood252094.7
February 1998FairSatisfactoryGoodGood245094.8
February 1996GoodGoodGoodGood245094.8
March 1994GoodGoodVery GoodGood470094.6
March 1992GoodVery GoodVery GoodVery Good461594.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.531531000
Deck
Reinforced Concrete Decksq. ft.4,24104,24100
Substructure
Reinforced Concrete Pier Walllinear ft.4646000
Reinforced Concrete Abutmentlinear ft.8989000
Joints
Pourable Jointlinear ft.121121000
Bearings
Movable Bearingeach1001000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach1001000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.213213000