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ELMWOOD AVENUE over GENESEE RIVER

Map

Coordinates:
+43.12436, -77.63316
43°07'28" N, 77°37'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ELMWOOD AVENUE over GENESEE RIVER
Structure number:000000004025890
Location:JCT RTE 47+GEN R ROCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.9 ft. [32.9 m]
Total length:443.9 ft. [135.3 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1934
Year reconstructed:1965
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,663 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:90.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,391,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairVery GoodSatisfactoryGood2066390.2
August 2014FairFairSatisfactoryFair2071054.0
August 2012FairFairSatisfactoryFair2070054.0
August 2010FairFairSatisfactoryFair2321253.0
August 2008FairFairSatisfactoryFair2324153.0
June 2006FairFairSatisfactoryFair2267049.9
October 2004FairFairSatisfactoryFair2321249.7
August 2002FairFairFairFair2253850.1
July 2000FairFairFairFair2253850.1
June 1998FairFairFairFair2253850.1
July 1996PoorFairFairPoor2253833.9
July 1994PoorFairFairPoor3000033.9
November 1992PoorFairSatisfactoryPoor3000033.9
August 1990FairVery GoodSatisfactoryFair3000052.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,2062,206000
Steel Protective Coatingsq. ft.42,46740,3432,12400
Steel Stringerlinear ft.1,7641,764000
Steel Protective Coatingsq. ft.6,9126,912000
Deck
Reinforced Concrete Decksq. ft.33,53533,44380120
Wearing Surfacessq. ft.25,60425,604000
Superstructure
Steel Floor Beamlinear ft.5,1305,130000
Steel Protective Coatingsq. ft.27,40927,409000
Substructure
Reinforced Concrete Pier Walllinear ft.3643422200
Reinforced Concrete Abutmentlinear ft.158158000
Joints
Compression Jointlinear ft.308308000
Bearings
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.104600
Fixed Bearingeach66000
Steel Protective Coatingsq. ft.62400
Disk Bearingeach4040000
Steel Protective Coatingsq. ft.40271300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.884884000
Steel Protective Coatingsq. ft.15,08215,082000