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OLD PENFIELD ROAD over IRONDEQUOIT CREEK

Map

Coordinates:
+43.13586, -77.49851
43°08'09" N, 77°29'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD PENFIELD ROAD over IRONDEQUOIT CREEK
Structure number:000000003317240
Location:1 MILE NW OF PENFIELD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:95.1 ft. [29.0 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:318 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,546,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodVery GoodVery GoodVery Good318100.0
August 2015GoodExcellentExcellentExcellent321100.0
August 2013GoodExcellentExcellentExcellent321100.0
July 2011GoodExcellentExcellentExcellent48099.0
July 2009GoodExcellentExcellentExcellent50299.0
July 2007GoodExcellentExcellentExcellent47699.0
July 2005GoodExcellentExcellentExcellent39240.9
June 2004PoorFairPoorFair39217.5
May 2003PoorFairPoorFair39217.5
June 2002PoorFairPoorFair39217.5
May 2001PoorFairPoorFair39218.6
May 2000PoorFairPoorFair39218.6
June 1999PoorFairSeriousFair39218.6
July 1998PoorFairSeriousFair36618.6
July 1997PoorFairSeriousSatisfactory36618.6
June 1996PoorPoorSeriousFair36617.0
May 1995PoorPoorSeriousFair36615.8
May 1994PoorPoorSeriousFair2521.0
May 1993PoorPoorSeriousFair2521.0
June 1992PoorPoorSeriousFair2521.0
June 1991PoorPoorSeriousFair2521.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.402402000
Steel Protective Coatingsq. ft.4,6834,44923400
Deck
Reinforced Concrete Decksq. ft.4,0324,032000
Wearing Surfacessq. ft.3,0981,5491,54900
Substructure
Reinforced Concrete Abutmentlinear ft.8080000
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.44000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.210210000
Steel Protective Coatingsq. ft.2,9862,986000