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HARRY BYRD HWY-EBL over OPEQUON CREEK

Map

Coordinates:
+39.17819, -78.07332
39°10'41" N, 78°04'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARRY BYRD HWY-EBL over OPEQUON CREEK
Structure number:000000000005380
Location:0.00 CLARK-0.00 FREDERICK
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:108.9 ft. [33.2 m]
Total length:219.2 ft. [66.8 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1986
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

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:Very Good [8 out of 9]
Superstructure condition:Good [7 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:95.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairVery GoodGoodSatisfactory1288795.8
August 2015FairVery GoodGoodSatisfactory1288795.8
August 2013FairVery GoodGoodSatisfactory1322695.8
August 2011GoodVery GoodVery GoodGood1322698.8
August 2009GoodVery GoodVery GoodVery Good1322698.8
October 2008GoodVery GoodVery GoodVery Good1593298.5
August 2006GoodVery GoodVery GoodVery Good1601898.5
September 2004GoodVery GoodVery GoodVery Good1252398.8
September 2002GoodVery GoodVery GoodVery Good1136598.9
September 2000GoodVery GoodVery GoodVery Good874497.2
October 1998GoodVery GoodVery GoodVery Good874497.2
September 1996GoodVery GoodVery GoodVery Good470097.6
September 1994GoodVery GoodVery GoodVery Good1500096.9
August 1992GoodVery GoodVery GoodVery Good682097.5
September 1990GoodVery GoodVery GoodVery Good698092.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,08001,08000
Steel Protective Coatingsq. ft.13,250013,25000
Deck
Reinforced Concrete Decksq. ft.9,1549,04411000
Substructure
Reinforced Concrete Pier Walllinear ft.4141000
Reinforced Concrete Abutmentlinear ft.84711300
Joints
Compression Jointlinear ft.85043042
Bearings
Movable Bearingeach100280
Steel Protective Coatingsq. ft.4040000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.432432000