RI 138 over RI 238 JT Connell Hwy

Map

Coordinates:
+41.50112, -71.31729
41°30'04" N, 71°19'02" W

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

Name:	RI 138 over RI 238 JT Connell Hwy
Structure number:	000000000009070
Location:	0.3 Mi S of JCT RI 214
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	93.5 ft. `[28.5 m]`
Total length:	97.8 ft. `[29.8 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	65.9 ft. `[20.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	22°
Owner:	State Highway Agency `[01]`
Year built:	1969
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:	26,700 `[as of 2008]`
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:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	74.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,876,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Satisfactory	Fair	Satisfactory	26700	74.4
December 2016	Fair	Satisfactory	Fair	Satisfactory	26700	77.7
February 2015	Fair	Satisfactory	Fair	Satisfactory	26700	80.7
March 2013	Fair	Satisfactory	Fair	Satisfactory	26700	80.7
March 2011	Fair	Good	Fair	Satisfactory	26700	73.4
March 2009	Fair	Good	Fair	Satisfactory	26700	73.4
February 2007	Fair	Good	Fair	Satisfactory	12900	81.0
July 2004	Fair	Good	Fair	Satisfactory	12900	79.9
September 2002	Fair	Satisfactory	Fair	Satisfactory	12900	79.9
September 2000	Fair	Satisfactory	Fair	Satisfactory	12900	79.9
August 1998	Fair	Good	Fair	Satisfactory	12900	77.9
June 1996	Fair	Good	Fair	Satisfactory	17700	83.0
June 1994	Fair	Good	Satisfactory	Satisfactory	17700	94.6
June 1992	Fair	Good	Satisfactory	Satisfactory	4000	91.0
April 1990	Fair	Good	Satisfactory	Satisfactory	4000	77.0

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.	668	513	0	100	55
Steel Protective Coating	sq. ft.	6,680	4,607	1,000	1,073	0
Deck
Reinforced Concrete Deck	sq. ft.	6,134	5,933	155	46	0
Wearing Surfaces	sq. ft.	4,792	1,743	2,453	596	0
Substructure
Reinforced Concrete Abutment	linear ft.	145	125	12	8	0
Joints
Pourable Joint	linear ft.	123	41	15	0	67
Assembly without Seal Joint	linear ft.	15	13	0	0	2
Bearings
Movable Bearing	each	7	0	0	7	0
Steel Protective Coating	sq. ft.	21	0	0	12	9
Fixed Bearing	each	7	0	2	5	0
Steel Protective Coating	sq. ft.	21	0	0	12	9
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	96	48	48	0	0
Steel Protective Coating	sq. ft.	192	144	48	0	0
Other Material Bridge Rail	linear ft.	192	176	15	1	0