ST 2 STATE RD over WATER HOOSIC RIVER

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Poor	Fair	Poor	Fair	25500	52.2
August 2015	Poor	Fair	Poor	Fair	25500	52.2
August 2013	Poor	Fair	Poor	Fair	25500	52.2
August 2011	Poor	Fair	Poor	Satisfactory	25500	52.2
August 2009	Poor	Fair	Poor	Satisfactory	25500	52.2
August 1999	Fair	Fair	Fair	Satisfactory	15000	69.5
August 1997	Fair	Fair	Fair	Fair	15000	69.5
August 1995	Fair	Fair	Fair	Fair	15000	70.2
February 1991	Poor	Satisfactory	Poor	Fair	60058	52.4

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	828	0	783	45	0
Steel Protective Coating	sq. ft.	8,073	0	7,673	400	0
Steel Stringer	linear ft.	1,117	42	1,014	56	5
Steel Protective Coating	sq. ft.	5,445	1	3,965	1,246	233
Deck
Reinforced Concrete Deck	sq. ft.	10,938	9,301	100	1,537	0
Wearing Surfaces	sq. ft.	7,244	0	7,244	0	0
Superstructure
Steel Truss	linear ft.	174	0	115	57	2
Steel Protective Coating	sq. ft.	7,845	0	0	6,317	1,528
Steel Floor Beam	linear ft.	270	0	206	57	7
Steel Protective Coating	sq. ft.	2,728	0	1,989	515	224
Substructure
Reinforced Concrete Pier Wall	linear ft.	72	7	60	5	0
Reinforced Concrete Abutment	linear ft.	144	63	44	37	0
Joints
Pourable Joint	linear ft.	43	0	0	0	43
Open Joint	linear ft.	43	43	0	0	0
Bearings
Movable Bearing	each	22	0	0	0	22
Steel Protective Coating	sq. ft.	57	0	0	0	57
Fixed Bearing	each	22	0	0	22	0
Steel Protective Coating	sq. ft.	57	0	0	0	57
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	354	0	354	0	0
Steel Protective Coating	sq. ft.	1,416	0	0	0	1,416