SPRAGUE ST over RI 24

Map

Coordinates:
+41.61661, -71.25265
41°36'60" N, 71°15'10" W

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

Name:	SPRAGUE ST over RI 24
Structure number:	000000000006440
Location:	0.5 Mi W of JCT RI 138
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	86.6 ft. `[26.4 m]`
Total length:	174.9 ft. `[53.3 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	40.4 ft. `[12.3 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	41°
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	1991
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,969 `[as of 2015]`
Truck traffic:	10% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	63.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,099,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Fair	Satisfactory	3969	63.5
March 2017	Fair	Satisfactory	Fair	Satisfactory	3969	63.8
April 2015	Fair	Satisfactory	Fair	Satisfactory	3969	63.8
April 2013	Fair	Satisfactory	Fair	Satisfactory	2900	63.9
April 2011	Fair	Satisfactory	Satisfactory	Satisfactory	2800	73.6
May 2009	Fair	Satisfactory	Satisfactory	Satisfactory	2800	77.5
May 2007	Fair	Satisfactory	Satisfactory	Satisfactory	2800	77.5
October 2004	Fair	Satisfactory	Satisfactory	Satisfactory	2629	85.1
January 2003	Fair	Satisfactory	Satisfactory	Satisfactory	2629	85.1
February 2001	Fair	Satisfactory	Satisfactory	Satisfactory	2629	85.1
November 1998	Fair	Good	Satisfactory	Satisfactory	2400	86.1
October 1996	Fair	Good	Satisfactory	Satisfactory	2300	85.2
September 1994	Fair	Satisfactory	Fair	Satisfactory	3000	64.6
October 1992	Fair	Satisfactory	Fair	Good	3000	70.0
July 1990	Fair	Satisfactory	Fair	Good	3000	70.0

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.	1,038	920	10	100	8
Steel Protective Coating	sq. ft.	10,631	9,631	0	0	1,000
Deck
Reinforced Concrete Deck	sq. ft.	7,088	6,085	988	15	0
Wearing Surfaces	sq. ft.	4,900	4,400	343	157	0
Substructure
Reinforced Concrete Column	each	3	3	0	0	0
Reinforced Concrete Abutment	linear ft.	108	65	36	7	0
Concrete Protective Coating	sq. ft.	864	364	0	200	300
Reinforced Concrete Pier Cap	linear ft.	52	0	33	19	0
Joints
Pourable Joint	linear ft.	111	0	111	0	0
Bearings
Movable Bearing	each	12	0	12	0	0
Steel Protective Coating	sq. ft.	24	0	0	12	12
Fixed Bearing	each	12	0	12	0	0
Steel Protective Coating	sq. ft.	24	0	0	0	24
Bridge Rail
Other Material Bridge Rail	linear ft.	350	264	85	1	0
Steel Protective Coating	sq. ft.	700	600	100	0	0
Concrete Protective Coating	sq. ft.	26	18	0	0	8