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W MALLORYVILLE RD over FALL CREEK

Map

Coordinates:
+42.53381, -76.31088
42°32'02" N, 76°18'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W MALLORYVILLE RD over FALL CREEK
Structure number:000000003209780
Location:1.6 MI SW OF MCLEAN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:64.0 ft. [19.5 m]
Total length:68.2 ft. [20.8 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1915
Year reconstructed:2017
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
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: June 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:230 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:22.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,177,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorExcellentGoodSerious23022.1
August 2017PoorPoorPoorFair23221.9
September 2016PoorPoorPoorFair22230.1
August 2015PoorFairPoorCritical21322.9
June 2014PoorFairPoorPoor21332.1
June 2013PoorFairPoorFair22732.1
June 2012PoorFairPoorSatisfactory21032.1
August 2011PoorFairPoorFair21032.1
August 2010PoorFairPoorSatisfactory22235.7
August 2009PoorFairPoorPoor23935.7
August 2008PoorFairPoorPoor22235.7
August 2007PoorFairPoorSerious22222.9
August 2006PoorFairPoorSerious22222.9
October 2005PoorSatisfactoryPoorSerious22223.9
October 2004PoorSatisfactoryPoorSerious22223.9
September 2003PoorSatisfactoryPoorSerious22223.9
October 2002PoorSatisfactoryPoorCritical22223.9
November 2001PoorSatisfactoryPoorFair22236.7
October 2000PoorSatisfactoryPoorFair18236.7
October 1999PoorSatisfactorySeriousFair18223.9
November 1998PoorGoodSatisfactorySerious20023.9
October 1997PoorSatisfactorySeriousSerious20023.9
September 1996PoorFairSeriousSerious20024.8
August 1995PoorFairSeriousSerious20023.5
September 1994PoorFairSeriousSerious20024.5
September 1993PoorFairSeriousSerious20024.5
September 1992PoorFairSeriousSerious20024.5
August 1991PoorFairSeriousSerious20024.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.256256000
Steel Protective Coatingsq. ft.922922000
Deck
Reinforced Concrete Decksq. ft.1,0951,095000
Wearing Surfacessq. ft.1,0951,095000
Superstructure
Steel Trusslinear ft.128933500
Steel Protective Coatingsq. ft.1,6531,653000
Steel Floor Beamlinear ft.9609600
Steel Protective Coatingsq. ft.411411000
Steel Gusset Plateeach2442000
Steel Protective Coatingsq. ft.185185000
Substructure
Reinforced Concrete Abutmentlinear ft.4004000
Bearings
Elastomeric Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.136136000
Steel Protective Coatingsq. ft.272272000