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RAILROAD STREET over CSX TRANS/AMTRAK, NYS BA

Map

Coordinates:
+43.04390, -75.06161
43°02'38" N, 75°03'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAILROAD STREET over CSX TRANS/AMTRAK, NYS BA
Structure number:000000004423040
Location:0.1 MI NE OF FRANKFORT
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:175.9 ft. [53.6 m]
Total length:479.0 ft. [146.0 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Owner:Town or Township Highway Agency [03]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans 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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,131 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:81.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,862,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodGoodSatisfactory313181.1
August 2016FairGoodGoodSatisfactory317981.1
November 2014FairGoodGoodSatisfactory327175.9
November 2012FairGoodGoodSatisfactory410079.3
June 2010FairSatisfactoryGoodSatisfactory410279.3
October 2008FairVery GoodVery GoodSatisfactory350679.7
August 2006FairSatisfactoryVery GoodSatisfactory290780.1
July 2004FairExcellentVery GoodSatisfactory290780.1
July 2002GoodExcellentVery GoodGood290780.1
July 2000GoodExcellentVery GoodGood290781.1
September 1998GoodExcellentExcellentVery Good290781.1
August 1996FairVery GoodVery GoodFair535073.2
September 1994FairSatisfactoryVery GoodFair405072.0
September 1992FairVery GoodVery GoodFair405072.0
August 1990FairVery GoodVery GoodSatisfactory405083.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,3782,17820000
Steel Protective Coatingsq. ft.37,59336,2001,39300
Deck
Reinforced Concrete Decksq. ft.17,82017,66016000
Wearing Surfacessq. ft.16,18410,4005,78400
Substructure
Reinforced Concrete Columneach77000
Reinforced Concrete Pier Walllinear ft.7070000
Reinforced Concrete Abutmentlinear ft.9090000
Reinforced Concrete Pile Cap/Footinglinear ft.7474000
Reinforced Concrete Pier Caplinear ft.1111001100
Joints
Compression Jointlinear ft.18801715318
Bearings
Movable Bearingeach2041420
Steel Protective Coatingsq. ft.52031210
Fixed Bearingeach2001370
Steel Protective Coatingsq. ft.40022180
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.962962000