RI 138 over NEWPORT SEC RR

Map

Coordinates:
+41.50080, -71.31810
41°30'03" N, 71°19'05" W

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

Name:	RI 138 over NEWPORT SEC RR
Structure number:	000000000009040
Location:	0.4 Mi S of JCT RI 214
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	108.9 ft. `[33.2 m]`
Total length:	154.9 ft. `[47.2 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:	19.7 ft. `[6.0 m]`
Skew angle:	33°
Owner:	State Highway Agency `[01]`
Year built:	1969
Year reconstructed:	2013
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:	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:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	84.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,006,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Fair	Satisfactory	26700	84.5
November 2016	Fair	Satisfactory	Fair	Satisfactory	26700	77.1
February 2015	Fair	Satisfactory	Fair	Satisfactory	26700	39.3
April 2013	Fair	Satisfactory	Fair	Satisfactory	26700	58.9
March 2011	Poor	Good	Poor	Satisfactory	26700	36.0
March 2009	Poor	Good	Poor	Satisfactory	26700	47.3
February 2007	Poor	Good	Poor	Satisfactory	12900	68.3
July 2004	Poor	Good	Poor	Satisfactory	12900	63.0
September 2002	Poor	Satisfactory	Poor	Satisfactory	12900	63.0
September 2000	Fair	Satisfactory	Fair	Satisfactory	12900	79.7
July 1998	Fair	Good	Fair	Satisfactory	12900	77.7
July 1996	Poor	Good	Poor	Satisfactory	17700	61.2
June 1994	Poor	Good	Poor	Good	17700	61.0
June 1992	Good	Good	Good	Good	4900	90.2
April 1990	Good	Good	Good	Good	4900	90.2

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.	1,068	1,042	0	25	1
Steel Protective Coating	sq. ft.	13,200	13,150	40	10	0
Deck
Reinforced Concrete Deck	sq. ft.	10,230	9,517	29	684	0
Wearing Surfaces	sq. ft.	7,750	7,297	451	2	0
Substructure
Reinforced Concrete Column	each	4	1	3	0	0
Reinforced Concrete Abutment	linear ft.	140	113	17	10	0
Reinforced Concrete Pier Cap	linear ft.	66	31	30	5	0
Joints
Pourable Joint	linear ft.	200	59	97	40	4
Assembly without Seal Joint	linear ft.	16	2	4	10	0
Bearings
Movable Bearing	each	14	0	6	1	7
Steel Protective Coating	sq. ft.	28	12	16	0	0
Fixed Bearing	each	14	9	2	3	0
Steel Protective Coating	sq. ft.	28	18	10	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	310	292	18	0	0