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RAILROAD STREET over MOHAWK RIVER

Map

Coordinates:
+43.20765, -75.45325
43°12'28" N, 75°27'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAILROAD STREET over MOHAWK RIVER
Structure number:000000002206470
Location:IN ROME
Purpose:Carries highway and railroad over waterway
Route classification:Local (Urban) [19]
Length of largest span:129.9 ft. [39.6 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Vertical clearance above deck:20.7 ft. [6.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year reconstructed:1999
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:671 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:53.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$4,234,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorSeriousFairFair67153.9
October 2017PoorSeriousFairFair68153.9
October 2016PoorPoorFairFair69455.9
October 2015PoorPoorFairFair65156.0
September 2014PoorPoorFairFair65156.0
August 2013PoorPoorFairFair65156.0
September 2012PoorPoorFairFair65056.0
July 2011PoorPoorFairFair65056.0
September 2010PoorPoorFairFair65156.0
September 2009PoorPoorFairFair79155.9
September 2008PoorPoorFairFair92156.9
October 2006PoorPoorFairFair82456.9
August 2004PoorPoorSatisfactorySatisfactory92167.9
September 2003PoorPoorFairSatisfactory92156.9
August 2002PoorPoorFairSatisfactory92156.9
September 2000PoorPoorSatisfactorySatisfactory92167.9
October 1999PoorFairSeriousSerious92133.8
October 1998PoorSeriousSeriousFair92115.2
September 1997PoorSeriousSeriousSatisfactory92131.8
September 1996PoorSeriousSeriousFair60026.5
August 1995PoorSeriousSeriousFair60026.5
September 1994PoorSeriousSeriousFair20034.7
September 1993PoorPoorSeriousFair20021.6
November 1992PoorPoorSeriousFair20021.6
November 1991PoorPoorSeriousFair20021.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.4644303400
Steel Protective Coatingsq. ft.2,89402,3000594
Steel Trusslinear ft.2622302840
Steel Protective Coatingsq. ft.1,488372372372372
Steel Floor Beamlinear ft.3783681000
Steel Protective Coatingsq. ft.3,92803,3400588
Steel Gusset Plateeach40281200
Steel Protective Coatingsq. ft.5822452456230
Substructure
Masonry Abutmentlinear ft.137013700
Reinforced Concrete Pile Cap/Footinglinear ft.69002544
Deck
Open Grid Decksq. ft.3,91503,200400315
Wearing Surfacessq. ft.2,84902,38940060
Steel Protective Coatingsq. ft.3,9830003,983
Joints
Other Jointlinear ft.6206200
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.2002018
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.2008012
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2700240273
Steel Protective Coatingsq. ft.81000405405