Share:

GASPORT ROAD over ERIE CANAL

Map

Coordinates:
+43.19970, -78.57584
43°11'59" N, 78°34'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GASPORT ROAD over ERIE CANAL
Structure number:000000004454080
Location:IN GASPORT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:113.9 ft. [34.7 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1913
Year reconstructed:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Lift [15]
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: November 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,750 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:45.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,860,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorSatisfactoryPoorFair275045.9
November 2016FairGoodFairGood312162.1
September 2014GoodGoodGoodGood311873.3
October 2012GoodGoodGoodGood350073.2
October 2010GoodVery GoodGoodGood349473.2
November 2008GoodVery GoodGoodGood349473.2
October 2006GoodVery GoodGoodGood422869.1
October 2004FairExcellentGoodSatisfactory415369.1
December 2002FairFairFairFair415356.8
November 2000PoorFairPoorFair353947.5
November 1998FairFairSatisfactorySatisfactory353967.2
November 1996PoorFairPoorFair353933.6
November 1994PoorFairPoorFair226330.1
November 1992PoorFairPoorFair226330.1
October 1990PoorPoorFairFair226343.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.421612140
Steel Protective Coatingsq. ft.294294000
Steel Stringerlinear ft.788688226315
Steel Protective Coatingsq. ft.7,7297,6903900
Deck
Reinforced Concrete Decksq. ft.9558609500
Wearing Surfacessq. ft.43003241060
Superstructure
Steel Trusslinear ft.2271705700
Steel Protective Coatingsq. ft.5,0902,5452,54500
Steel Floor Beamlinear ft.2491757400
Steel Protective Coatingsq. ft.2,4642,464000
Steel Gusset Plateeach30161130
Steel Protective Coatingsq. ft.480480000
Substructure
Reinforced Concrete Pier Walllinear ft.132055770
Reinforced Concrete Abutmentlinear ft.132001320
Reinforced Concrete Pile Cap/Footinglinear ft.110011000
Deck
Open Grid Decksq. ft.1,8181,558180800
Wearing Surfacessq. ft.1,81801,81800
Steel Protective Coatingsq. ft.6,1781,9002,478900900
Concrete Filled Grid Decksq. ft.301030100
Wearing Surfacessq. ft.301003010
Joints
Assembly without Seal Jointlinear ft.7006820
Bearings
Movable Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.510271218120
Steel Protective Coatingsq. ft.1,1051,105000