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ST 8 STATE ST over COMB HOOSIC RIV & PARR

Map

Coordinates:
+42.69760, -73.11381
42°41'51" N, 73°06'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST 8 STATE ST over COMB HOOSIC RIV & PARR
Structure number:N140180DNDOT634
Location:SOUTH OF 8 & 2,CITY HALL
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:160.1 ft. [48.8 m]
Total length:815.3 ft. [248.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:2012
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,373 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:87.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodGood1537387.5
September 2016GoodGoodGoodVery Good1537387.5
September 2014GoodGoodVery GoodVery Good1550087.5
September 2012FairSatisfactorySatisfactorySatisfactory1550073.1
September 2010FairSatisfactorySatisfactorySatisfactory1550073.1
September 2008FairSatisfactorySatisfactoryFair1550062.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6,7336,733000
Steel Protective Coatingsq. ft.55,42455,424000
Steel Stringerlinear ft.2,4002,400000
Steel Protective Coatingsq. ft.10,34510,345000
Deck
Reinforced Concrete Decksq. ft.43,92141,4212,50000
Wearing Surfacessq. ft.31,00631,006000
Superstructure
Steel Trusslinear ft.320190100300
Steel Protective Coatingsq. ft.14,00014,000000
Steel Floor Beamlinear ft.4403573800
Steel Protective Coatingsq. ft.9,5709,570000
Steel Gusset Plateeach4040000
Steel Protective Coatingsq. ft.840840000
Substructure
Reinforced Concrete Columneach2727000
Reinforced Concrete Pier Walllinear ft.258258000
Reinforced Concrete Abutmentlinear ft.122122000
Reinforced Concrete Pier Caplinear ft.689684500
Joints
Strip Seal Jointlinear ft.380374060
Bearings
Elastomeric Bearingeach168168000
Movable Bearingeach168800
Steel Protective Coatingsq. ft.1616000
Enclosed/Concealed Bearingeach2121000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,2683,268000
Steel Protective Coatingsq. ft.15,53111,5314,00000
Reinforced Concrete Bridge Raillinear ft.1,6711,671000