US 44 WINTHROP ST over WATER PALMER RIVER

Map

Coordinates:
+41.84108, -71.26774
41°50'28" N, 71°16'04" W

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

Name:	US 44 WINTHROP ST over WATER PALMER RIVER
Structure number:	R040013N6DOTNBI
Old structure number:	3N6009635040101 `(from 1992 edition)`
Location:	1.7 MI NE SEEKONK T.L.
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	11.2 ft. `[3.4 m]`
Total length:	27.9 ft. `[8.5 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1850
Year reconstructed:	1929
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	2
Main spans material:	Masonry `[8]`
Main spans design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	12,792 `[as of 2017]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Serious `[3 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 minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	49.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$626,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Poor	Satisfactory	Serious	Serious	12792	49.2
February 2017	Poor	Satisfactory	Serious	Serious	16450	49.1
August 2015	Poor	Satisfactory	Serious	Serious	16450	49.1
February 2015	Poor	Satisfactory	Serious	Serious	19500	49.2
August 2013	Poor	Satisfactory	Serious	Serious	19500	49.2
August 2011	Poor	Satisfactory	Serious	Serious	19500	49.2
August 2009	Poor	Satisfactory	Fair	Poor	19500	67.9
July 1999	Poor	Satisfactory	Poor	Poor	19500	64.9
July 1997	Poor	Satisfactory	Satisfactory	Poor	12787	66.3
July 1995	Fair	Satisfactory	Fair	Fair	12787	71.8
July 1991	Fair	Satisfactory	Satisfactory	Satisfactory	9014	95.6

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	29	25	4	0	0
Masonry Arch	linear ft.	26	0	0	26	0
Wearing Surfaces	sq. ft.	806	806	0	0	0
Substructure
Masonry Pier Wall	linear ft.	45	37	2	6	0
Reinforced Concrete Abutment	linear ft.	22	0	18	4	0
Masonry Abutment	linear ft.	62	62	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	2	2	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	54	54	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	224	170	54	0	0
Wearing Surfaces	sq. ft.	224	224	0	0	0