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RI 114/103 CNTY RD over WARREN RIVER

Bristol County, Rhode Island

Map

Coordinates:
+41.73743, -71.28932
41°44'15" N, 71°17'22" W

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Facts

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

Name:	RI 114/103 CNTY RD over WARREN RIVER
Structure number:	000000000001240
Location:	0.1 Mi E of Barrington Rv
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	65.6 ft. `[20.0 m]`
Total length:	268.1 ft. `[81.7 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	47.6 ft. `[14.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1914
Year reconstructed:	2009
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	19,999 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	71.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$11,681,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Good	Good	Satisfactory	19999	71.3
May 2015	Fair	Good	Good	Satisfactory	19999	69.3
June 2013	Fair	Good	Good	Satisfactory	19900	68.0
June 2011	Fair	Good	Good	Satisfactory	23300	65.0
June 2009	Good	Good	Good	Good	23300	64.1
October 2002	Poor	-	Fair	Poor	18921	36.9
January 2001	Poor	-	Fair	Poor	18921	35.9
September 1998	Poor	-	Fair	Poor	18500	35.9
August 1996	Poor	-	Fair	Poor	21800	36.9
October 1995	Poor	-	Fair	Poor	10300	36.9
July 1994	Poor	-	Fair	Poor	10300	36.9
August 1992	Poor	-	Fair	Poor	17000	36.9
July 1990	Poor	Satisfactory	Fair	Poor	17000	35.1

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	2,894	2,829	65	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	10,520	10,520	0	0	0
Wearing Surfaces	sq. ft.	8,046	8,046	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	143	20	123	0	0
Reinforced Concrete Abutment	linear ft.	95	47	47	1	0
Reinforced Concrete Pile Cap/Footing	linear ft.	150	150	0	0	0
Joints
Strip Seal Joint	linear ft.	60	0	60	0	0
Compression Joint	linear ft.	35	35	0	0	0
Bearings
Elastomeric Bearing	each	104	100	4	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,151	1,143	8	0	0
Steel Protective Coating	sq. ft.	5,755	5,755	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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