US 5 /ST10/GRNFLD over WATER DEERFIELD RIVER

Map

Coordinates:
+42.56958, -72.59203
42°34'10" N, 72°35'31" W

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

Name:	US 5 /ST10/GRNFLD over WATER DEERFIELD RIVER
Structure number:	D060020U4DOTNBI
Old structure number:	0U4003213000101 `(from 1992 edition)`
Location:	AT JCT RIVER RD.
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	132.9 ft. `[40.5 m]`
Total length:	538.1 ft. `[164.0 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	50.2 ft. `[15.3 m]`
Skew angle:	33°
Owner:	State Highway Agency `[01]`
Year built:	1932
Year reconstructed:	1991
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Truss - Deck `[09]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	17,850 `[as of 2017]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	33.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$19,604,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Poor	Fair	Serious	Fair	17850	33.8
May 2015	Poor	Fair	Poor	Poor	9700	53.2
May 2013	Poor	Fair	Poor	Poor	9700	53.2
May 2011	Poor	Satisfactory	Fair	Poor	9700	54.4
May 2009	Poor	Satisfactory	Fair	Poor	9700	54.4
May 1999	Good	Good	Good	Good	6400	93.7
May 1997	Good	Good	Good	Good	6400	93.7
May 1995	Good	Very Good	Very Good	Very Good	6400	82.5
July 1991	Good	Very Good	Very Good	Good	30731	57.3

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.	1,035	899	46	90	0
Steel Protective Coating	sq. ft.	8,487	0	8,054	433	0
Steel Stringer	linear ft.	2,502	2,222	276	4	0
Steel Protective Coating	sq. ft.	9,189	0	8,900	281	8
Deck
Reinforced Concrete Deck	sq. ft.	27,166	24,746	2,420	0	0
Wearing Surfaces	sq. ft.	21,458	5,080	11,309	5,069	0
Superstructure
Steel Truss	linear ft.	1,600	975	530	89	6
Steel Protective Coating	sq. ft.	32,000	0	18,228	13,752	20
Steel Floor Beam	linear ft.	2,163	1,777	242	59	85
Steel Protective Coating	sq. ft.	9,702	0	5,673	3,944	85
Steel Gusset Plate	each	736	494	179	36	27
Substructure
Reinforced Concrete Column	each	10	8	2	0	0
Reinforced Concrete Pier Wall	linear ft.	269	240	13	16	0
Reinforced Concrete Abutment	linear ft.	118	22	56	40	0
Joints
Strip Seal Joint	linear ft.	142	0	0	142	0
Bearings
Elastomeric Bearing	each	64	50	14	0	0
Steel Protective Coating	sq. ft.	128	128	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	992	964	3	25	0