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POCAHONTAS PKY EBL over JAMES RIVER & I-95 & RMP

Map

Coordinates:
+37.44405, -77.43244
37°26'39" N, 77°25'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:POCAHONTAS PKY EBL over JAMES RIVER & I-95 & RMP
Structure number:000000000027293
Location:HENRICO/CHESTERFIELD CL
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:672.9 ft. [205.1 m]
Total length:4767.3 ft. [1453.0 m]
Roadway width between curbs:47.2 ft. [14.4 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance above deck:19.4 ft. [5.9 m]
Vertical clearance below bridge:144.4 ft. [44.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2002
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:Prestressed concrete continuous [6]
Main spans design:Segmental box girder [21]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,944 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:93.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodSatisfactoryGood794493.0
September 2016FairGoodSatisfactoryGood794493.0
September 2014FairGoodSatisfactoryGood807193.0
September 2012FairGoodSatisfactoryGood807193.0
September 2010FairGoodSatisfactoryGood807193.0
September 2008GoodGoodGoodGood807193.0
September 2006GoodGoodGoodGood729394.5
September 2004GoodGoodGoodGood558694.5
September 2002GoodGoodGoodGood650091.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.7,7627,3273321030
Steel Girder/Beamlinear ft.420420000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.358,403354,8193,58400
Wearing Surfacessq. ft.358,4030358,40300
Substructure
Reinforced Concrete Columneach1717000
Reinforced Concrete Pier Walllinear ft.194192020
Reinforced Concrete Abutmentlinear ft.157157000
Reinforced Concrete Pier Caplinear ft.1,03097446100
Joints
Strip Seal Jointlinear ft.312312000
Bearings
Elastomeric Bearingeach33000
Fixed Bearingeach33000
Steel Protective Coatingsq. ft.10,75310,753000
Pot Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9,6749,674000