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PARK ROAD, N.W. over PINEY BRANCH PKWY

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:37.1 ft. [11.3 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]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:90.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201690.8FairGoodSatisfactorySatisfactory-11900
October 201497.9FairGoodSatisfactoryGood-11900
September 201297.9FairGoodSatisfactoryGood-11900
September 201097.9FairGoodSatisfactoryGood-11900
September 200897.9FairGoodSatisfactoryGood-11900
June 200698.1GoodVery GoodGoodVery Good-9600
July 200498.1GoodVery GoodGoodVery Good-9600
July 200298.1GoodVery GoodGoodVery Good-9600
February 200087.1GoodVery GoodGoodVery Good-9600
May 199462.8PoorFairPoorFairSD9600
February 199262.8PoorFairPoorFairSD9600
March 199062.8PoorFairPoorFairSD9600

Element Data

Source: National Bridge Elements dataset, 2016 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
Reinforced Concrete Stringerlinear ft.1,2561,2461000
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.2241903040
Concrete Protective Coatingsq. ft.5,2605,256040
Joints
Strip Seal Jointlinear ft.220021307
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