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RTE 254 over GLENS FALLS FEEDER CANAL

Map

Coordinates:
+43.31092, -73.60686
43°18'39" N, 73°36'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 254 over GLENS FALLS FEEDER CANAL
Structure number:000000004060610
Location:JCT RTE 254 & FEEDER C
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Skew angle:61°
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,735 [as of 2017]
Truck traffic:4% of total traffic
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: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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:34.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,155,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Fair5 out of 101273534.4
March 2016Fair5 out of 101228756.8
April 2014Fair5 out of 101229833.4
March 2012Fair5 out of 101220033.4
April 2010Fair5 out of 102073828.2
March 2008Fair6 out of 101192345.7
March 2006FairN out of 101374332.5
March 2004FairN out of 102073861.7
March 2002Fair6 out of 101869862.0
March 2000Fair6 out of 101869866.3
March 1998Poor4 out of 102011235.1
April 1996Poor4 out of 102419731.5
April 1994Poor4 out of 101441834.5
April 1992Poor4 out of 101961331.0
April 1990Fair5 out of 101987063.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.316003160
Culvert
Steel Culvertlinear ft.158001580
Steel Protective Coatingsq. ft.5,50003,85001,650