HWY BRIDGE ST over WATER APPONAGANSETT RIV

Map

Coordinates:
+41.58590, -70.94754
41°35'09" N, 70°56'51" W

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

Name:	HWY BRIDGE ST over WATER APPONAGANSETT RIV
Structure number:	D040023J4MUNNBI
Old structure number:	3J4MUN609005100 `(from 1992 edition)`
Location:	1.6 MI E OF TUCKER RD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	103.0 ft. `[31.4 m]`
Total length:	419.0 ft. `[127.7 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Vertical clearance below bridge:	6.6 ft. `[2.0 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1935
Year reconstructed:	1969
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:	Movable - Swing `[17]`
Deck type:	Closed Grating `[4]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	9,200 `[as of 2013]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	44.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$15,502,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Poor	Fair	Fair	Poor	9200	44.6
May 2015	Poor	Fair	Fair	Poor	9200	44.6
May 2013	Poor	Fair	Fair	Poor	9200	44.6
May 2011	Poor	Fair	Fair	Poor	9000	44.7
May 2009	Fair	Satisfactory	Fair	Fair	9000	43.0
May 2007	Fair	Satisfactory	Fair	Fair	9000	50.7
May 2005	Fair	Satisfactory	Fair	Satisfactory	9000	52.7
May 2003	Fair	Satisfactory	Fair	Satisfactory	9000	52.7
May 2001	Fair	Satisfactory	Fair	Satisfactory	9000	52.7
April 1999	Fair	Fair	Fair	Satisfactory	6100	52.4
May 1997	Poor	Fair	Poor	Poor	7300	41.0
August 1994	Poor	Fair	Poor	Satisfactory	5100	42.4

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	3,140	2,983	157	0	0
Steel Girder/Beam	linear ft.	210	126	63	21	0
Steel Protective Coating	sq. ft.	999	999	0	0	0
Steel Stringer	linear ft.	740	592	148	0	0
Steel Protective Coating	sq. ft.	999	999	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	12,144	11,673	471	0	0
Wearing Surfaces	sq. ft.	12,144	11,673	471	0	0
Superstructure
Steel Floor Beam	linear ft.	320	224	96	0	0
Steel Protective Coating	sq. ft.	999	999	0	0	0
Substructure
Reinforced Concrete Column	each	1	0	0	0	1
Timber Column	each	70	0	60	10	0
Reinforced Concrete Pier Wall	linear ft.	84	76	8	0	0
Masonry Pier Wall	linear ft.	108	0	54	27	27
Reinforced Concrete Abutment	linear ft.	84	84	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	383	380	0	3	0
Timber Pile	each	70	0	70	0	0
Reinforced Concrete Pier Cap	linear ft.	289	246	43	0	0
Deck
Concrete Filled Grid Deck	sq. ft.	3,833	0	3,833	0	0
Steel Protective Coating	sq. ft.	999	999	0	0	0
Joints
Compression Joint	linear ft.	210	0	210	0	0
Bearings
Elastomeric Bearing	each	180	179	1	0	0
Fixed Bearing	each	4	3	1	0	0
Steel Protective Coating	sq. ft.	999	999	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	838	670	168	0	0
Steel Protective Coating	sq. ft.	999	999	0	0	0