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AERO DRIVE over ELLICOTT CREEK

Map

Coordinates:
+42.94106, -78.71715
42°56'28" N, 78°43'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AERO DRIVE over ELLICOTT CREEK
Structure number:000000003327230
Location:.3 MI N JCT SH 33 & CR539
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:82.7 ft. [25.2 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:31°
Owner:County Highway Agency [02]
Year built:1936
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,123 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:53.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,515,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory512353.9
October 2017FairSatisfactorySatisfactorySatisfactory512453.9
November 2016FairSatisfactorySatisfactoryGood513843.9
October 2015FairSatisfactoryFairGood488235.7
August 2014FairSatisfactoryFairGood488247.8
August 2013FairSatisfactoryFairGood506846.8
August 2012FairSatisfactoryFairGood600046.7
September 2011FairSatisfactoryFairSatisfactory600046.7
October 2010FairSatisfactoryFairGood587746.7
November 2009FairSatisfactoryFairGood632746.6
December 2008FairSatisfactoryFairGood632746.6
August 2007FairSatisfactoryFairGood850358.3
September 2006FairSatisfactoryFairGood616658.5
August 2005FairSatisfactoryFairGood587758.5
September 2004FairSatisfactoryFairGood587758.5
July 2002FairSatisfactoryFairGood587758.5
July 2000FairSatisfactoryFairGood587758.5
July 1998FairSatisfactoryFairSatisfactory587758.5
July 1996PoorFairPoorFair624049.6
July 1994PoorPoorPoorFair1000045.0
July 1992PoorPoorPoorFair1000045.0
November 1991PoorPoorPoorFair1000046.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.664498251410
Steel Protective Coatingsq. ft.2,8952,895000
Deck
Reinforced Concrete Decksq. ft.2,2742,274000
Wearing Surfacessq. ft.2,1312,131000
Superstructure
Steel Trusslinear ft.1681016700
Steel Protective Coatingsq. ft.3,4613,456500
Steel Floor Beamlinear ft.2056401410
Steel Protective Coatingsq. ft.1,6151,615000
Steel Gusset Plateeach22101200
Steel Protective Coatingsq. ft.352352000
Substructure
Reinforced Concrete Abutmentlinear ft.9288040
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.2020000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.168168000
Steel Protective Coatingsq. ft.840084000