RI 24 NB over EAGLEVILLE RD

Map

Coordinates:
+41.65343, -71.17156
41°39'12" N, 71°10'18" W

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

Name:	RI 24 NB over EAGLEVILLE RD
Structure number:	000000000006500
Location:	1.0 Mi S of Mass Line
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	86.0 ft. `[26.2 m]`
Total length:	88.9 ft. `[27.1 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:	25°
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:	16,774 `[as of 2015]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	93.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,369,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Satisfactory	Satisfactory	Satisfactory	16774	93.2
May 2015	Fair	Satisfactory	Satisfactory	Satisfactory	16774	91.2
May 2013	Fair	Satisfactory	Satisfactory	Satisfactory	17800	91.1
May 2011	Fair	Satisfactory	Satisfactory	Satisfactory	17800	84.1
June 2009	Fair	Good	Satisfactory	Satisfactory	17800	84.1
June 2007	Fair	Good	Satisfactory	Satisfactory	17900	88.3
November 2004	Fair	Good	Satisfactory	Satisfactory	17800	88.4
February 2003	Fair	Good	Satisfactory	Satisfactory	17800	88.4
February 2001	Fair	Good	Satisfactory	Good	17800	88.4
October 1998	Fair	Good	Satisfactory	Good	33100	82.0
September 1996	Fair	Good	Satisfactory	Good	32400	91.9
August 1994	Fair	Very Good	Satisfactory	Good	14500	91.8
September 1992	Good	Good	Good	Good	14500	93.0
August 1990	Good	Very Good	Good	Good	14500	93.0

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	503	6	16	0
Steel Protective Coating	sq. ft.	4,725	4,533	48	0	144
Deck
Reinforced Concrete Deck	sq. ft.	3,823	3,736	51	36	0
Wearing Surfaces	sq. ft.	3,298	3,148	150	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	102	43	42	17	0
Joints
Pourable Joint	linear ft.	82	0	37	0	45
Bearings
Movable Bearing	each	6	0	0	6	0
Steel Protective Coating	sq. ft.	12	0	0	0	12
Fixed Bearing	each	6	0	4	2	0
Steel Protective Coating	sq. ft.	12	0	0	8	4
Bridge Rail
Other Material Bridge Rail	linear ft.	218	165	53	0	0
Steel Protective Coating	sq. ft.	218	207	11	0	0