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RTE 62 over BR CONEWANGO CRK

Map

Coordinates:
+42.15571, -79.10164
42°09'21" N, 79°06'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 62 over BR CONEWANGO CRK
Structure number:000000003027950
Location:1 MILE N JCT US 62 & I86
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:61.7 ft. [18.8 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed: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: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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,751 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:97.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,933,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood175197.9
November 2015GoodGoodGoodGood166997.9
November 2013GoodVery GoodGoodGood166997.9
November 2011GoodVery GoodVery GoodVery Good168097.9
November 2009GoodVery GoodVery GoodVery Good168897.9
November 2007GoodVery GoodVery GoodVery Good168897.9
July 2005GoodVery GoodVery GoodVery Good176397.9
September 2003GoodVery GoodVery GoodVery Good176397.9
September 2001GoodVery GoodVery GoodVery Good176398.9
September 1999GoodVery GoodVery GoodVery Good199096.9
August 1997GoodGoodVery GoodGood187886.9
December 1995FairSatisfactoryVery GoodSatisfactory187886.7
November 1993FairVery GoodVery GoodSatisfactory270784.6
November 1992PoorPoorSeriousPoor219615.8
May 1991PoorPoorSeriousPoor154218.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.620620000
Steel Protective Coatingsq. ft.5,2864,49407920
Deck
Reinforced Concrete Decksq. ft.4,2163,780154210
Wearing Surfacessq. ft.3,9683,17579300
Substructure
Reinforced Concrete Pier Walllinear ft.3434000
Reinforced Concrete Abutmentlinear ft.78067110
Bearings
Elastomeric Bearingeach1501410
Steel Protective Coatingsq. ft.6005640
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.248248000
Steel Protective Coatingsq. ft.1,23201,23200