HWY BROOKSIDE RD over WATER HOUSATONIC RIVER

Map

Coordinates:
+42.17611, -73.35910
42°10'34" N, 73°21'33" W

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

Name:	HWY BROOKSIDE RD over WATER HOUSATONIC RIVER
Structure number:	G1100804KMUNNBI
Old structure number:	TWN111006100 `(from 1992 edition)`
Location:	E OF RT7 1.3M N OF SHFFLD
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	142.7 ft. `[43.5 m]`
Total length:	148.3 ft. `[45.2 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	22.6 ft. `[6.9 m]`
Vertical clearance above deck:	14.1 ft. `[4.3 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1949
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:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	1,600 `[as of 2017]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 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 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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	50.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,645,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Satisfactory	Fair	Good	1600	50.9
June 2015	Fair	Satisfactory	Fair	Good	1600	50.9
June 2013	Fair	Satisfactory	Fair	Good	100	68.7
June 2011	Fair	Satisfactory	Fair	Good	100	69.7
June 2009	Fair	Satisfactory	Good	Good	100	65.6
June 2007	Fair	Satisfactory	Good	Good	100	65.6
June 2005	Good	Good	Good	Good	100	65.6
June 2003	Good	Good	Good	Good	100	65.6
June 2001	Good	Good	Good	Good	100	67.7
June 1999	Good	Good	Good	Good	100	65.7
August 1995	Fair	Satisfactory	Satisfactory	Good	180	60.0
August 1993	Fair	Satisfactory	Satisfactory	Satisfactory	180	52.5
September 1992	Fair	Good	Good	Fair	180	42.5
October 1988	Poor	Good	Good	Poor	40	43.6

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.	740	557	170	13	0
Steel Protective Coating	sq. ft.	3,250	60	2,610	580	0
Deck
Reinforced Concrete Deck	sq. ft.	3,404	2,726	678	0	0
Wearing Surfaces	sq. ft.	2,970	0	1,138	1,832	0
Superstructure
Steel Truss	linear ft.	294	0	294	0	0
Steel Protective Coating	sq. ft.	8,288	0	0	8,288	0
Steel Floor Beam	linear ft.	211	114	62	35	0
Steel Protective Coating	sq. ft.	1,472	0	1,222	250	0
Steel Gusset Plate	each	64	0	64	0	0
Steel Protective Coating	sq. ft.	832	0	0	832	0
Substructure
Reinforced Concrete Abutment	linear ft.	180	133	40	7	0
Joints
Other Joint	linear ft.	40	1	6	33	0
Bearings
Movable Bearing	each	2	0	0	2	0
Steel Protective Coating	sq. ft.	44	0	0	44	0
Fixed Bearing	each	2	0	2	0	0
Steel Protective Coating	sq. ft.	32	0	0	32	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	298	100	162	36	0
Steel Protective Coating	sq. ft.	646	0	0	646	0