RI 24 & RI 138 over SAKONNET RIVER

Map

Coordinates:
+41.63810, -71.21335
41°38'17" N, 71°12'48" W

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

Name:	RI 24 & RI 138 over SAKONNET RIVER
Structure number:	000000000002505
Location:	0.1 Mi S of JCT RI 138
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	400.0 ft. `[121.9 m]`
Total length:	2265.2 ft. `[690.4 m]`
Roadway width between curbs:	76.1 ft. `[23.2 m]`
Deck width edge-to-edge:	94.2 ft. `[28.7 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Toll Authority `[31]`
Year built:	2012
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	7
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	40,000 `[as of 2008]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	83.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Good	Good	Good	40000	83.0
August 2016	Good	Good	Good	Good	40000	83.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Closed Web/Box Girder	linear ft.	7,800	7,255	532	13	0
Steel Protective Coating	sq. ft.	468,000	451,500	12,200	2,200	2,100
Prestressed Concrete Girder/Beam	linear ft.	3,150	3,128	22	0	0
Deck
Reinforced Concrete Deck	sq. ft.	212,910	212,617	288	5	0
Wearing Surfaces	sq. ft.	201,585	201,345	240	0	0
Substructure
Reinforced Concrete Column	each	18	13	5	0	0
Reinforced Concrete Abutment	linear ft.	192	192	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	306	298	5	3	0
Steel Pile	each	295	265	30	0	0
Steel Protective Coating	sq. ft.	23,600	13,375	0	0	10,225
Reinforced Concrete Pier Cap	linear ft.	690	566	124	0	0
Joints
Pourable Joint	linear ft.	189	99	90	0	0
Assembly with Seal	each	178	31	135	12	0
Bearings
Elastomeric Bearing	each	60	60	0	0	0
Disk Bearing	each	32	7	17	8	0
Bridge Rail
Other Material Bridge Rail	linear ft.	6,795	6,498	282	15	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0