HWY DIVISION ST over WATER HOUSATONIC RIVER

Map

Coordinates:
+42.23174, -73.35483
42°13'54" N, 73°21'17" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	HWY DIVISION ST over WATER HOUSATONIC RIVER
Structure number:	G1100204FMUNNBI
Old structure number:	TWN111002100 `(from 1992 edition)`
Location:	BTWN RTS41&183 S OF RSNDL
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	133.9 ft. `[40.8 m]`
Total length:	142.4 ft. `[43.4 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	23.0 ft. `[7.0 m]`
Vertical clearance above deck:	14.1 ft. `[4.3 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
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:	Posted for load `[P]`
Average daily traffic:	5,400 `[as of 2013]`
Truck traffic:	6% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	29.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$5,335,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Poor	Fair	Poor	Satisfactory	5400	29.8
July 2015	Fair	Fair	Fair	Good	5400	47.4
July 2013	Fair	Satisfactory	Fair	Good	5400	48.5
July 2011	Fair	Satisfactory	Satisfactory	Good	4800	52.6
July 2009	Fair	Satisfactory	Satisfactory	Good	4800	52.6
July 2007	Fair	Satisfactory	Satisfactory	Good	4800	52.2
July 2005	Fair	Satisfactory	Good	Good	300	57.5
July 2003	Fair	Satisfactory	Good	Good	300	58.5
July 2001	Fair	Satisfactory	Good	Good	300	58.8
July 1999	Fair	Satisfactory	Good	Good	300	56.8
August 1995	Fair	Satisfactory	Good	Good	1650	57.1
August 1993	Fair	Satisfactory	Satisfactory	Satisfactory	1650	57.1
September 1992	Fair	Satisfactory	Good	Fair	1650	46.9
October 1988	Fair	Satisfactory	Satisfactory	Satisfactory	40	74.9

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	705	0	514	150	41
Steel Protective Coating	sq. ft.	3,087	35	1,700	818	534
Deck
Reinforced Concrete Deck	sq. ft.	3,243	1,918	827	498	0
Wearing Surfaces	sq. ft.	2,830	849	709	1,272	0
Superstructure
Steel Truss	linear ft.	279	0	223	56	0
Steel Protective Coating	sq. ft.	10,512	0	8,410	2,102	0
Steel Floor Beam	linear ft.	216	0	153	50	13
Steel Protective Coating	sq. ft.	1,485	0	805	400	280
Substructure
Reinforced Concrete Abutment	linear ft.	144	127	11	6	0
Joints
Assembly without Seal Joint	linear ft.	40	0	30	10	0
Bearings
Movable Bearing	each	2	0	0	2	0
Steel Protective Coating	sq. ft.	20	0	0	20	0
Fixed Bearing	each	2	0	2	0	0
Steel Protective Coating	sq. ft.	20	0	20	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	276	0	158	98	20