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ST 2 STATE RD over WATER HOOSIC RIVER

Map

Coordinates:
+42.69817, -73.14812
42°41'53" N, 73°08'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST 2 STATE RD over WATER HOOSIC RIVER
Structure number:N140160AKDOTNBI
Old structure number:0AK011124070101 (from 1992 edition)
Location:7.0 MI W OF FLORIDA TL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:86.9 ft. [26.5 m]
Total length:181.1 ft. [55.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:25,500 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:52.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,938,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorFairPoorFair2550052.2
August 2015PoorFairPoorFair2550052.2
August 2013PoorFairPoorFair2550052.2
August 2011PoorFairPoorSatisfactory2550052.2
August 2009PoorFairPoorSatisfactory2550052.2
August 1999FairFairFairSatisfactory1500069.5
August 1997FairFairFairFair1500069.5
August 1995FairFairFairFair1500070.2
February 1991PoorSatisfactoryPoorFair6005852.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8280783450
Steel Protective Coatingsq. ft.8,07307,6734000
Steel Stringerlinear ft.1,117421,014565
Steel Protective Coatingsq. ft.5,44513,9651,246233
Deck
Reinforced Concrete Decksq. ft.10,9389,3011001,5370
Wearing Surfacessq. ft.7,24407,24400
Superstructure
Steel Trusslinear ft.1740115572
Steel Protective Coatingsq. ft.7,845006,3171,528
Steel Floor Beamlinear ft.2700206577
Steel Protective Coatingsq. ft.2,72801,989515224
Substructure
Reinforced Concrete Pier Walllinear ft.7276050
Reinforced Concrete Abutmentlinear ft.1446344370
Joints
Pourable Jointlinear ft.4300043
Open Jointlinear ft.4343000
Bearings
Movable Bearingeach2200022
Steel Protective Coatingsq. ft.5700057
Fixed Bearingeach2200220
Steel Protective Coatingsq. ft.5700057
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.354035400
Steel Protective Coatingsq. ft.1,4160001,416