Share:

Exit #3 ramp US22 over Harmon Creek, CR 1/3

Brooke County, West Virginia

Map

Coordinates:
+40.39432, -80.56867
40°23'40" N, 80°34'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Exit #3 ramp US22 over Harmon Creek, CR 1/3
Structure number:00000000005A070
Location:0.09 mi. West jct CR 1
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:134.8 ft. [41.1 m]
Total length:449.5 ft. [137.0 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel continuous [4]
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,982 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:85.2
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$277,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodVery GoodFair198285.2
November 2013GoodGoodVery GoodGood150096.3
November 2011GoodGoodVery GoodGood150096.3
November 2009GoodGoodVery GoodVery Good170096.3
November 2007GoodGoodVery GoodVery Good170096.3
March 2006GoodGoodVery GoodVery Good150096.3
July 2004GoodVery GoodVery GoodVery Good150096.3
November 2003GoodVery GoodVery GoodVery Good150096.3
April 2002GoodVery GoodVery GoodVery Good155896.3
November 2001GoodVery GoodVery GoodVery Good155896.3
November 1999GoodVery GoodVery GoodVery Good155896.3
November 1997GoodVery GoodVery GoodVery Good155895.5
April 1996GoodExcellentExcellentExcellent225095.4
November 1995GoodExcellentExcellentExcellent225095.6
November 1993GoodExcellentExcellentExcellent225096.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,7761,7472900
Steel Protective Coatingsq. ft.27,94027,8923450
Deck
Reinforced Concrete Decksq. ft.15,24413,1182,12600
Wearing Surfacessq. ft.13,69113,691000
Substructure
Reinforced Concrete Columneach32100
Reinforced Concrete Abutmentlinear ft.80294650
Reinforced Concrete Pier Caplinear ft.117852570
Joints
Strip Seal Jointlinear ft.80600200
Bearings
Elastomeric Bearingeach2012620
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.88877711100