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LEE ROAD over ERIE CANAL, BIKEWAY

Map

Coordinates:
+43.17229, -77.68072
43°10'20" N, 77°40'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEE ROAD over ERIE CANAL, BIKEWAY
Structure number:000000004443110
Location:0.6MI NW JCT ERIE C. + 31
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:211.0 ft. [64.3 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:57.4 ft. [17.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1990
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: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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,906 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,317,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodVery GoodVery GoodVery Good890680.5
April 2014GoodGoodGoodGood891780.5
March 2012GoodGoodVery GoodGood450082.0
March 2010GoodGoodGoodGood1103980.3
June 2008GoodGoodVery GoodGood1142980.3
May 2006GoodGoodGoodGood1116880.3
April 2004GoodVery GoodVery GoodVery Good1103980.3
January 2002GoodExcellentExcellentGood1029580.4
February 2000GoodExcellentExcellentGood1029580.4
January 1998FairVery GoodVery GoodSatisfactory1029580.4
February 1996FairVery GoodVery GoodFair842468.8
March 1994FairVery GoodVery GoodFair842471.1
May 1992Fair-Very GoodSatisfactory842482.2
November 1990GoodVery GoodVery Good-648616.1