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HARRY BYRD HWY-WBL over OPEQUON CREEK

Map

Coordinates:
+39.17843, -78.07328
39°10'42" N, 78°04'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARRY BYRD HWY-WBL over OPEQUON CREEK
Structure number:000000000005379
Location:0.00 CLARK-0.00 FREDERICK
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:60.0 ft. [18.3 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1970
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 [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,887 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodSatisfactoryFair1288784.6
August 2015FairGoodSatisfactoryFair1288784.6
August 2013FairGoodSatisfactoryFair1322684.6
August 2011FairGoodGoodSatisfactory1322695.8
August 2009FairVery GoodVery GoodSatisfactory1322698.8
July 2007FairVery GoodVery GoodSatisfactory1615798.5
July 2005GoodVery GoodVery GoodVery Good1297998.8
July 2003GoodVery GoodVery GoodVery Good1227798.9
August 2001FairVery GoodFairFair1200087.7
July 1999FairFairFairFair874485.0
June 1997FairSatisfactoryFairFair850086.1
May 1995FairVery GoodFairFair470086.6
June 1993FairVery GoodFairFair735086.4
June 1991FairGoodFairFair698086.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,4401,427490
Deck
Reinforced Concrete Decksq. ft.10,0809,77230800
Wearing Surfacessq. ft.5000050
Substructure
Reinforced Concrete Pier Walllinear ft.42271500
Reinforced Concrete Abutmentlinear ft.88533320
Reinforced Concrete Pier Caplinear ft.4304030
Joints
Compression Jointlinear ft.9292000
Bearings
Elastomeric Bearingeach2402400
Fixed Bearingeach2402400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.480480000
Reinforced Concrete Bridge Raillinear ft.480480000