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PARK ROAD, N.W. over PINEY BRANCH PKWY

Map

Coordinates:
+38.93616, -77.04614
38°56'10" N, 77°02'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARK ROAD, N.W. over PINEY BRANCH PKWY
Structure number:0025
Location:OVER PINEY BRANCH PKWY,NW
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:206.0 ft. [62.8 m]
Total length:329.1 ft. [100.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,900 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:90.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactorySatisfactory1190090.8
October 2014FairGoodSatisfactoryGood1190097.9
September 2012FairGoodSatisfactoryGood1190097.9
September 2010FairGoodSatisfactoryGood1190097.9
September 2008FairGoodSatisfactoryGood1190097.9
June 2006GoodVery GoodGoodVery Good960098.1
July 2004GoodVery GoodGoodVery Good960098.1
July 2002GoodVery GoodGoodVery Good960098.1
February 2000GoodVery GoodGoodVery Good960087.1
May 1994PoorFairPoorFair960062.8
February 1992PoorFairPoorFair960062.8
March 1990PoorFairPoorFair960062.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4191,3675020
Steel Protective Coatingsq. ft.29,73229,724044
Steel Stringerlinear ft.1,4191,4091000
Deck
Reinforced Concrete Decksq. ft.18,09518,0791600
Concrete Protective Coatingsq. ft.945945000
Substructure
Reinforced Concrete Pier Walllinear ft.105103200
Concrete Protective Coatingsq. ft.945945000
Reinforced Concrete Abutmentlinear ft.2241933010
Concrete Protective Coatingsq. ft.5,2605,256040
Joints
Strip Seal Jointlinear ft.220020947
Bearings
Elastomeric Bearingeach60273300
Steel Protective Coatingsq. ft.124120004
Movable Bearingeach70700
Steel Protective Coatingsq. ft.2221001
Fixed Bearingeach70700
Steel Protective Coatingsq. ft.2928001
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,3161,3001600
Steel Protective Coatingsq. ft.5,4825,4720010