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SHELDRAKE ROAD over E BR AUSABLE RVR

Map

Coordinates:
+44.43805, -73.67874
44°26'17" N, 73°40'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHELDRAKE ROAD over E BR AUSABLE RVR
Structure number:000000003302080
Location:IN AUSABLE FORKS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:149.9 ft. [45.7 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1913
Year reconstructed:1991
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:Truss - Thru [10]
Deck type:Closed Grating [4]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:163 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:62.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,846,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodGoodFair16362.5
May 2015FairGoodGoodFair101762.3
May 2013FairGoodGoodFair101761.3
May 2011FairExcellentExcellentFair17062.5
May 2009FairExcellentExcellentFair150062.2
September 2007FairExcellentExcellentSatisfactory150073.2
September 2006PoorPoorPoorSatisfactory150050.0
November 2005PoorPoorPoorSatisfactory150050.0
September 2003FairFairSatisfactoryFair150061.2
September 2001FairSatisfactoryGoodSatisfactory150074.2
June 1999FairSatisfactoryGoodSatisfactory150072.2
July 1997FairVery GoodGoodSatisfactory150072.9
September 1995FairVery GoodSatisfactoryFair150040.9
August 1993FairVery GoodVery GoodFair150040.9
September 1991FairVery GoodVery GoodFair150040.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.600600000
Steel Protective Coatingsq. ft.2,7422,742000
Deck
Reinforced Concrete Decksq. ft.3,05203,05200
Superstructure
Steel Trusslinear ft.3002604000
Steel Protective Coatingsq. ft.4,781003,5861,195
Steel Floor Beamlinear ft.166166000
Steel Protective Coatingsq. ft.948948000
Steel Gusset Plateeach5043700
Steel Protective Coatingsq. ft.57148130600
Substructure
Reinforced Concrete Abutmentlinear ft.90063270
Joints
Compression Jointlinear ft.4004000
Bearings
Movable Bearingeach60420
Steel Protective Coatingsq. ft.2416800
Fixed Bearingeach66000
Steel Protective Coatingsq. ft.2416800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.299295400
Steel Protective Coatingsq. ft.879087900