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RTE 41 over CHENANGO RIVER

Map

Coordinates:
+42.32847, -75.76824
42°19'42" N, 75°46'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 41 over CHENANGO RIVER
Structure number:000000001024810
Location:RT 41 OVER CHENANGO RIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:109.9 ft. [33.5 m]
Total length:224.1 ft. [68.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Owner:State Highway Agency [01]
Year built:2000
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:2
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: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,778 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:94.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,977,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodGoodVery GoodVery Good677894.4
June 2016GoodGoodVery GoodVery Good681994.4
May 2014GoodGoodVery GoodVery Good522495.0
June 2012GoodGoodGoodGood520094.0
July 2010GoodVery GoodExcellentVery Good266697.0
May 2008GoodExcellentExcellentExcellent266697.0
May 2006GoodExcellentExcellentExcellent255097.0
August 2004GoodExcellentExcellentExcellent255096.0
November 2002GoodExcellentExcellentExcellent255096.0
November 2000GoodExcellentExcellentExcellent680093.4
December 1999PoorPoorPoorFair263046.5
November 1998PoorPoorPoorFair257446.5
October 1997PoorPoorPoorFair234036.6
September 1996PoorPoorPoorPoor234046.6
August 1995PoorPoorPoorPoor234046.6
May 1994PoorPoorPoorPoor101749.9
June 1992PoorPoorPoorPoor47649.3
June 1990PoorPoorPoorPoor127649.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3341,334000
Steel Protective Coatingsq. ft.15,02815,028000
Deck
Reinforced Concrete Decksq. ft.10,914010,889250
Wearing Surfacessq. ft.8,14108,14100
Substructure
Reinforced Concrete Pier Walllinear ft.5353000
Reinforced Concrete Abutmentlinear ft.1191021700
Joints
Compression Jointlinear ft.48028200
Bearings
Disk Bearingeach1817100
Steel Protective Coatingsq. ft.36221400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.451004510