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EAST MAIN STREET over RTE 940T

Map

Coordinates:
+43.15951, -77.59573
43°09'34" N, 77°35'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST MAIN STREET over RTE 940T
Structure number:000000001050160
Location:JCT E MAIN ST & I.L.
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.9 ft. [13.7 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:93.8 ft. [28.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:20,912 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:62.4
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,337,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016PoorFairSatisfactoryPoor2091262.4
September 2015PoorFairSatisfactoryPoor2083662.4
May 2014PoorFairSatisfactoryPoor2083664.4
June 2012PoorSatisfactorySatisfactoryPoor2470065.2
June 2010PoorSatisfactoryFairPoor1535862.0
October 2009PoorSatisfactoryFairPoor1510232.0
November 2008FairSatisfactorySatisfactoryFair1535880.1
July 2007FairSatisfactorySatisfactoryFair1535880.1
December 2006FairSatisfactoryGoodFair1501080.1
December 2004FairSatisfactoryGoodFair1535882.1
December 2002FairSatisfactoryGoodFair1535882.1
October 2000FairSatisfactoryGoodFair1535882.1
November 1998FairSatisfactoryVery GoodFair1535882.1
December 1996PoorPoorSatisfactoryPoor1960960.9
November 1994PoorFairSatisfactoryPoor1960964.7
December 1992FairFairVery GoodFair1960980.2
November 1990FairFairVery GoodFair1960980.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0781,078000
Steel Protective Coatingsq. ft.7,9697,17279700
Deck
Reinforced Concrete Decksq. ft.8,6233,3025,32100
Wearing Surfacessq. ft.6,9846,83201520
Substructure
Reinforced Concrete Columneach72041
Reinforced Concrete Abutmentlinear ft.2030105980
Reinforced Concrete Pier Caplinear ft.96072240
Joints
Strip Seal Jointlinear ft.94018760
Bearings
Movable Bearingeach2400240
Steel Protective Coatingsq. ft.2400024
Fixed Bearingeach2502500
Steel Protective Coatingsq. ft.25013120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.184018400
Steel Protective Coatingsq. ft.2,727002,7270