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MAGRUDER BLVD. over BILLY WOODS CANAL

Map

Coordinates:
+37.06121, -76.40079
37°03'40" N, 76°24'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAGRUDER BLVD. over BILLY WOODS CANAL
Structure number:000000000020358
Location:2.58YORK-CO-LI/0.75 TO 64
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:33.1 ft. [10.1 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:100.4 ft. [30.6 m]
Deck width edge-to-edge:124.3 ft. [37.9 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Year reconstructed:1990
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,857 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:81.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,400,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory3185781.3
May 2016FairSatisfactorySatisfactorySatisfactory3185781.3
May 2014FairSatisfactorySatisfactorySatisfactory1679087.3
August 2012FairSatisfactorySatisfactorySatisfactory1679086.2
October 2010FairSatisfactorySatisfactorySatisfactory1679086.2
October 2008FairSatisfactorySatisfactorySatisfactory1679086.2
October 2006FairSatisfactorySatisfactorySatisfactory1679086.2
October 2004FairSatisfactorySatisfactorySatisfactory1679086.2
October 2002FairSatisfactorySatisfactorySatisfactory1679087.2
October 2000FairSatisfactoryFairFair1679075.1
October 1998FairFairFairFair1679074.0
October 1996FairFairFairFair1679074.0
October 1994FairFairFairFair1511775.9
September 1992FairFairFairFair1511775.9
January 1991GoodVery GoodVery GoodVery Good1511789.0

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.1,21762659100
Reinforced Concrete Girder/Beamlinear ft.9408479300
Deck
Prestressed Concrete Top Flangesq. ft.4,7094,709000
Reinforced Concrete Top Flangesq. ft.6,8336,833000
Wearing Surfacessq. ft.9,9938,7311,0362260
Substructure
Reinforced Concrete Abutmentlinear ft.29315913400
Prestressed Concrete Pileeach42321000
Reinforced Concrete Pier Caplinear ft.271265600
Joints
Pourable Jointlinear ft.625401214100
Bearings
Elastomeric Bearingeach9292000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1931692400
Concrete Protective Coatingsq. ft.3,0523,052000