RI 24 NB over EIGHT ROD WAY-FISH RD

Map

Coordinates:
+41.64130, -71.18736
41°38'29" N, 71°11'14" W

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

Name:	RI 24 NB over EIGHT ROD WAY-FISH RD
Structure number:	000000000006490
Location:	0.8 Mi N of JCT RI 138
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	85.0 ft. `[25.9 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	37.1 ft. `[11.3 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	8°
Owner:	State Highway Agency `[01]`
Year built:	1968
Year reconstructed:	1989
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span 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:	16,298 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	85.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,345,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Fair	Fair	Fair	16298	85.0
May 2015	Fair	Fair	Fair	Fair	16298	83.0
May 2013	Fair	Satisfactory	Fair	Satisfactory	5000	84.0
May 2011	Fair	Satisfactory	Satisfactory	Satisfactory	5000	96.5
May 2009	Fair	Satisfactory	Satisfactory	Satisfactory	5000	92.5
May 2007	Fair	Satisfactory	Satisfactory	Satisfactory	5000	96.5
November 2004	Fair	Satisfactory	Satisfactory	Satisfactory	8250	96.2
January 2003	Fair	Satisfactory	Satisfactory	Satisfactory	8250	96.2
January 2001	Fair	Good	Satisfactory	Satisfactory	8250	96.2
October 1998	Fair	Good	Satisfactory	Good	8250	94.2
September 1996	Good	Very Good	Good	Good	13000	93.7
August 1994	Good	Very Good	Good	Good	13000	94.0
September 1992	Good	Very Good	Very Good	Good	11900	90.0
August 1990	Good	Very Good	Very Good	Good	11900	95.0

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.	525	408	83	34	0
Steel Protective Coating	sq. ft.	5,031	4,045	0	754	232
Deck
Reinforced Concrete Deck	sq. ft.	3,864	3,736	113	15	0
Wearing Surfaces	sq. ft.	3,336	3,336	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	85	35	47	3	0
Concrete Protective Coating	sq. ft.	850	850	0	0	0
Joints
Pourable Joint	linear ft.	86	65	16	5	0
Bearings
Movable Bearing	each	6	2	4	0	0
Steel Protective Coating	sq. ft.	12	11	1	0	0
Fixed Bearing	each	6	0	6	0	0
Steel Protective Coating	sq. ft.	12	11	1	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	220	187	33	0	0
Steel Protective Coating	sq. ft.	220	195	22	0	3