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

Map

Coordinates:
+37.44423, -77.43236
37°26'39" N, 77°25'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:POCAHONTAS PKY WBL over JAMES RIVER & I-95 & RMP
Structure number:000000000027294
Location:HENRICO/CHESTERFIELD CL
Purpose:Carries highway overpass over highway and waterway
Route classification:Principal Arterial - Other (Rural) [02]
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:18.7 ft. [5.7 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:4
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:Good
Status:Open, no restriction [A]
Average daily traffic:7,554 [as of 2014]
Truck traffic:8% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:89.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodGood755489.1
September 2016GoodGoodGoodGood755489.1
September 2014GoodGoodGoodGood354990.6
September 2012GoodGoodGoodGood354990.6
September 2010GoodGoodGoodGood354990.6
September 2008GoodGoodGoodGood354990.6
September 2006GoodGoodGoodGood354991.7
September 2004GoodGoodGoodGood301491.0
September 2002GoodGoodGoodGood650086.7

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.7,7627,5451031140
Deck
Reinforced Concrete Decksq. ft.353,713336,02717,68600
Wearing Surfacessq. ft.353,7130353,71300
Substructure
Reinforced Concrete Columneach1514010
Reinforced Concrete Pier Walllinear ft.194186080
Reinforced Concrete Abutmentlinear ft.157157000
Reinforced Concrete Pier Caplinear ft.1,0301,030000
Joints
Strip Seal Jointlinear ft.312312000
Bearings
Pot Bearingeach60303000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9,5349,534000