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RTE 98 over ISCHUA CREEK

Map

Coordinates:
+42.32089, -78.46436
42°19'15" N, 78°27'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 98 over ISCHUA CREEK
Structure number:000000001035530
Location:0.2 MI W JCT RTS 98 + 16
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:63.0 ft. [19.2 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,558 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:66.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,510,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactoryFairFair155866.7
October 2015FairSatisfactoryFairFair202564.3
September 2014FairSatisfactoryFairFair202564.3
September 2012FairVery GoodSatisfactoryGood198074.7
October 2010FairVery GoodSatisfactoryGood230077.5
July 2008FairVery GoodSatisfactoryGood188678.8
May 2006FairVery GoodSatisfactorySatisfactory230076.5
June 2004FairVery GoodSatisfactoryGood230076.5
July 2002FairVery GoodFairFair69174.5
July 2000FairVery GoodFairFair69174.5
June 1998FairVery GoodFairFair170767.7
July 1996PoorFairPoorSatisfactory171150.3
July 1994PoorFairPoorSatisfactory171147.9
November 1992PoorVery GoodPoorSatisfactory360544.1
June 1991PoorPoorPoorPoor154044.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.126012600
Steel Protective Coatingsq. ft.2,14201,7004420
Steel Stringerlinear ft.567567000
Steel Protective Coatingsq. ft.2,5632,563000
Deck
Reinforced Concrete Decksq. ft.1,7331,733000
Wearing Surfacessq. ft.1,5121,512000
Superstructure
Steel Floor Beamlinear ft.2242101400
Steel Protective Coatingsq. ft.1,8611,861000
Substructure
Reinforced Concrete Abutmentlinear ft.68343400
Joints
Compression Jointlinear ft.2602600
Bearings
Elastomeric Bearingeach40400
Steel Protective Coatingsq. ft.1201200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.126126000
Steel Protective Coatingsq. ft.252252000