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BROWN STREET over Erie Canal Heritage Trai

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+43.24805, -78.17861
43°14'53" N, 78°10'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BROWN STREET over Erie Canal Heritage Trai
Structure number:000000004445110
Location:0.8MI E JCT BARGE C+RTE98
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:149.9 ft. [45.7 m]
Total length:189.0 ft. [57.6 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1912
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:1,219 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$3,736,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorSeriousCriticalSatisfactory12190.0
October 2016PoorPoorSeriousSatisfactory12190.0
July 2015PoorPoorSeriousSatisfactory12210.0
August 2014PoorPoorSeriousSatisfactory12210.0
August 2013PoorPoorSeriousSatisfactory11820.0
August 2012PoorPoorSeriousSatisfactory12200.0
June 2011FairVery GoodFairFair122044.6
September 2010FairVery GoodFairFair202947.2
September 2008GoodVery GoodGoodGood215366.0
November 2006GoodVery GoodGoodGood202935.0
June 2004GoodVery GoodVery GoodGood202936.0
August 2002GoodGoodGoodGood202935.8
November 2000GoodGoodGoodVery Good159735.9
December 1998GoodGoodGoodVery Good159735.9
March 1997PoorFairPoorPoor104012.9
December 1996FairSatisfactorySatisfactoryFair104025.8
April 1996FairFair--104013.7
March 1995FairFair--104013.7
November 1993PoorFairSeriousSerious104013.7
November 1992PoorFairSeriousSerious104013.7
May 1991PoorFairSeriousSerious104013.7