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FOREST HOME DR over FALL CREEK

Map

Coordinates:
+42.45308, -76.47063
42°27'11" N, 76°28'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FOREST HOME DR over FALL CREEK
Structure number:000000003047440
Location:1 MI E OF CORNELL UNIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:71.9 ft. [21.9 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1996
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,728 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$777,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodSatisfactoryGood572876.6
September 2016FairFairSatisfactoryVery Good583474.6
August 2014GoodGoodGoodGood536275.7
September 2012GoodVery GoodGoodVery Good540075.7
October 2010GoodVery GoodGoodVery Good537675.7
October 2008GoodVery GoodGoodVery Good631575.6
October 2006GoodExcellentVery GoodVery Good658176.6
October 2004GoodExcellentVery GoodVery Good658176.6
November 2002GoodExcellentExcellentVery Good658178.6
November 2000GoodExcellentExcellentExcellent545378.7
November 1998GoodExcellentExcellentVery Good545378.7
December 1996GoodVery GoodVery GoodVery Good150078.8
September 1995PoorPoorSeriousSerious300030.9
September 1994PoorPoorSeriousSerious300030.9
October 1993PoorFairFairSerious300030.9
September 1991PoorSeriousPoorPoor300046.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2247475750
Steel Protective Coatingsq. ft.2,7941,0001,2490545
Steel Stringerlinear ft.145014500
Steel Protective Coatingsq. ft.44503120133
Deck
Reinforced Concrete Decksq. ft.1,2081,08812000
Wearing Surfacessq. ft.1,07005355350
Superstructure
Steel Floor Beamlinear ft.118011800
Steel Protective Coatingsq. ft.38002660114
Substructure
Reinforced Concrete Abutmentlinear ft.4646000
Reinforced Concrete Pile Cap/Footinglinear ft.4646000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2271507610
Steel Protective Coatingsq. ft.7330660073