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N.RAMP TO BURR.AVE over WATTS BRANCH

Map

Coordinates:
+38.90158, -76.94443
38°54'06" N, 76°56'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N.RAMP TO BURR.AVE over WATTS BRANCH
Structure number:0019-1(LOW)
Location:OVER WATTS BR, N.E.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:48.9 ft. [14.9 m]
Total length:53.8 ft. [16.4 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:2009
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:Good
Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodVery GoodGoodVery Good1300081.0
September 2014GoodVery GoodGoodVery Good1300081.0
September 2012GoodGoodGoodGood1300080.0
August 2010GoodGoodGoodGood1300080.0
February 2007PoorPoorSatisfactorySatisfactory1300076.0
February 2005PoorPoorSatisfactorySatisfactory1300076.0
March 2003FairFairSatisfactorySatisfactory1300078.0
April 2001FairSatisfactorySatisfactorySatisfactory1300079.0
November 1998FairSatisfactorySatisfactorySatisfactory1300079.0
October 1996FairFairSatisfactorySatisfactory1300078.0
March 1994FairSatisfactorySatisfactoryFair1300067.0
January 1992FairSatisfactorySatisfactorySatisfactory1300078.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.196191500
Steel Protective Coatingsq. ft.1,7501,742503
Deck
Reinforced Concrete Decksq. ft.1,4821,482000
Substructure
Reinforced Concrete Abutmentlinear ft.6259300
Joints
Pourable Jointlinear ft.5050000
Compression Jointlinear ft.5042800
Bearings
Elastomeric Bearingeach87010
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108108000