HWY BRDWL FER RD over WATER DEERFIELD RIVER

Map

Coordinates:
+42.55536, -72.67776
42°33'19" N, 72°40'40" W

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

Name:	HWY BRDWL FER RD over WATER DEERFIELD RIVER
Structure number:	C200170H6MUNNBI
Old structure number:	0H6TWN211029100 `(from 1992 edition)`
Location:	@ SHELBURNE BORDER
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	192.9 ft. `[58.8 m]`
Total length:	230.0 ft. `[70.1 m]`
Roadway width between curbs:	14.1 ft. `[4.3 m]`
Deck width edge-to-edge:	16.4 ft. `[5.0 m]`
Vertical clearance above deck:	12.1 ft. `[3.7 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1882
Year reconstructed:	1995
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Aluminum, Wrought Iron or Cast Iron `[9]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	400 `[as of 2015]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	25.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$6,548,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Fair	Satisfactory	400	25.4
July 2015	Fair	Satisfactory	Fair	Satisfactory	400	25.4
July 2013	Fair	Satisfactory	Fair	Satisfactory	400	25.4
July 2011	Fair	Good	Satisfactory	Good	400	36.3
July 2009	Fair	Good	Satisfactory	Good	400	36.3
July 2007	Fair	Good	Satisfactory	Good	400	36.3
July 2005	Fair	Good	Satisfactory	Good	260	36.7
July 2003	Fair	Good	Satisfactory	Good	260	36.7
July 2001	Fair	Good	Satisfactory	Good	200	36.9
July 1999	Good	Very Good	Good	Very Good	200	36.9
July 1997	Good	Very Good	Good	Very Good	200	36.9
December 1995	Good	Excellent	Good	Very Good	200	52.9

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	66	56	10	0	0
Steel Protective Coating	sq. ft.	480	480	0	0	0
Steel Stringer	linear ft.	164	30	20	114	0
Steel Protective Coating	sq. ft.	262	80	0	0	182
Timber Stringer	linear ft.	1,778	1,600	176	2	0
Steel Truss	linear ft.	396	341	10	45	0
Steel Protective Coating	sq. ft.	8,376	8,371	0	0	5
Steel Floor Beam	linear ft.	280	220	40	20	0
Steel Protective Coating	sq. ft.	1,280	1,238	0	0	42
Steel Pin or Pin & Hangar Assembly	each	24	24	0	0	0
Steel Protective Coating	sq. ft.	547	545	0	0	2
Substructure
Masonry Pier Wall	linear ft.	26	16	10	0	0
Masonry Abutment	linear ft.	52	42	10	0	0
Joints
Strip Seal Joint	linear ft.	33	4	23	6	0
Deck
Timber Deck	sq. ft.	3,455	1,940	1,515	0	0
Bearings
Movable Bearing	each	16	0	16	0	0
Steel Protective Coating	sq. ft.	14	0	0	2	12
Fixed Bearing	each	6	3	3	0	0
Steel Protective Coating	sq. ft.	6	6	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	458	412	46	0	0
Steel Protective Coating	sq. ft.	2,625	2,550	0	75	0