Share:

RTE 48 over NYS BARGE CANAL

Map

Coordinates:
+43.15588, -76.33184
43°09'21" N, 76°19'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 48 over NYS BARGE CANAL
Structure number:000000004021910
Location:RTE 31 AT BALDWINSVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1909
Year reconstructed:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
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:Good
Status:Open, no restriction [A]
Average daily traffic:17,454 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,898,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodVery GoodGood1745489.0
September 2016GoodGoodVery GoodVery Good1187690.6
August 2014GoodGoodVery GoodVery Good1187690.6
August 2012GoodGoodVery GoodVery Good1190090.6
August 2010GoodExcellentExcellentVery Good1643289.3
September 2008GoodExcellentExcellentVery Good1488689.8
August 2006GoodExcellentExcellentVery Good1643389.3
July 2004GoodExcellentExcellentVery Good1643289.3
August 2002GoodExcellentExcellentExcellent1679188.2
August 2000GoodExcellentExcellentExcellent1679188.2
March 2000PoorPoorSeriousPoor1679128.6
July 1998PoorPoorSeriousPoor1679128.6
August 1997PoorSeriousSeriousSerious1679126.0
August 1996PoorPoorSeriousSerious1679129.8
August 1995PoorPoorSeriousSerious1679128.9
July 1994PoorPoorSeriousSerious1679128.9
July 1993PoorPoorSeriousSerious1679128.9
June 1992PoorPoorSeriousSerious1679128.9
June 1991PoorPoorSeriousSerious1679128.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.578578000
Steel Protective Coatingsq. ft.2,7742,400277970
Deck
Reinforced Concrete Decksq. ft.3,9873,674274390
Superstructure
Steel Trusslinear ft.180180000
Steel Protective Coatingsq. ft.1,1509201151150
Steel Floor Beamlinear ft.321321000
Steel Protective Coatingsq. ft.2,8542,56902850
Steel Gusset Plateeach2222000
Steel Protective Coatingsq. ft.550550000
Substructure
Reinforced Concrete Abutmentlinear ft.14010520150
Reinforced Concrete Pile Cap/Footinglinear ft.140014000
Joints
Assembly with Sealeach100001000
Bearings
Pot Bearingeach66000
Steel Protective Coatingsq. ft.66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.180180000
Steel Protective Coatingsq. ft.72005401800