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US 22 EB & WB over Harmon Creek, CR1, CR1/3

Map

Coordinates:
+40.39463, -80.56840
40°23'41" N, 80°34'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 22 EB & WB over Harmon Creek, CR1, CR1/3
Structure number:00000000005A067
Location:0.15 mi. West jct CR1
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:121.1 ft. [36.9 m]
Total length:779.6 ft. [237.6 m]
Roadway width between curbs:84.6 ft. [25.8 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Skew angle:20°
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]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans 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: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:33,960 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:88.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,315,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair3396088.0
May 2016FairSatisfactorySatisfactorySatisfactory32595100.0
October 2013GoodGoodVery GoodVery Good28100100.0
November 2011GoodGoodVery GoodVery Good30000100.0
November 2009GoodGoodVery GoodVery Good30000100.0
November 2007GoodGoodVery GoodVery Good28000100.0
July 2006GoodGoodVery GoodVery Good28000100.0
November 2005GoodGoodVery GoodVery Good27000100.0
November 2003GoodVery GoodVery GoodVery Good27000100.0
April 2002GoodVery GoodVery GoodVery Good19500100.0
November 2001GoodVery GoodVery GoodVery Good19500100.0
November 1999----45000.0
November 1997GoodVery GoodVery GoodVery Good1650098.0
April 1996GoodVery GoodExcellentExcellent1000098.0
November 1995GoodVery GoodExcellentExcellent1000098.0
November 1993GoodExcellentExcellentExcellent1800098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7,7427,742000
Steel Protective Coatingsq. ft.97,42295,4761,94600
Deck
Reinforced Concrete Decksq. ft.70,15067,4242,713130
Substructure
Reinforced Concrete Pier Walllinear ft.256256000
Reinforced Concrete Abutmentlinear ft.196194200
Reinforced Concrete Pier Caplinear ft.576576000
Joints
Open Jointlinear ft.184184000
Bearings
Movable Bearingeach70601000
Steel Protective Coatingsq. ft.2802404000
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,09803,09800