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TAYLOR DRIVE over LITTLE RIVER

Map

Coordinates:
+43.02788, -78.88239
43°01'40" N, 78°52'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TAYLOR DRIVE over LITTLE RIVER
Structure number:000000002260960
Location:N. TONAWANDA SOUTH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:220.2 ft. [67.1 m]
Total length:504.0 ft. [153.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,105 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:78.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,248,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodGoodGood110578.3
October 2016GoodVery GoodGoodGood110578.3
October 2014FairVery GoodFairGood341851.0
September 2013FairFairFairFair162060.3
July 2012FairFairFairFair162060.3
July 2011FairFairSatisfactoryFair162060.3
August 2010FairFairSatisfactorySatisfactory162970.6
October 2009FairFairSatisfactorySatisfactory162970.6
October 2008FairFairSatisfactorySatisfactory162970.6
August 2006FairFairSatisfactorySatisfactory160070.6
August 2004FairFairSatisfactorySatisfactory160071.3
August 2002FairFairSatisfactorySatisfactory160071.3
August 2000FairFairFairSatisfactory160060.3
August 1998FairFairFairSatisfactory160060.3
September 1996PoorPoorPoorPoor134642.3
September 1994PoorPoorPoorFair195029.0
August 1992PoorPoorPoorFair195029.0
October 1990FairFairFairFair195046.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5002,29920010
Steel Protective Coatingsq. ft.45,0001,80043,20000
Deck
Reinforced Concrete Decksq. ft.21,67220,5891,08300
Wearing Surfacessq. ft.15,12014,0551,06500
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1010000
Steel Protective Coatingsq. ft.300300000
Substructure
Reinforced Concrete Pier Walllinear ft.100762400
Reinforced Concrete Abutmentlinear ft.92702200
Reinforced Concrete Pile Cap/Footinglinear ft.1157225180
Steel Pileeach104010400
Joints
Compression Jointlinear ft.60045150
Assembly without Seal Jointlinear ft.2626000
Bearings
Elastomeric Bearingeach1616000
Steel Protective Coatingsq. ft.80621800
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.100010000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0081,003050
Steel Protective Coatingsq. ft.6,1106,105005