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RI 114/103 CNTY RD over BARRINGTON RIVER

Bristol County, Rhode Island

Map

Coordinates:
+41.73670, -71.29600
41°44'12" N, 71°17'46" 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 BARRINGTON RIVER
Structure number:	000000000001230
Location:	1.0 Mi W of JCT RI 136
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	64.0 ft. `[19.5 m]`
Total length:	431.1 ft. `[131.4 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	47.9 ft. `[14.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	2009
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	7
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:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	57.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$7,127,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Very Good	Very Good	Fair	19999	57.0
May 2015	Fair	Very Good	Very Good	Satisfactory	19999	66.0
June 2013	Fair	Very Good	Very Good	Satisfactory	26000	68.0
June 2011	Fair	Very Good	Very Good	Satisfactory	26000	72.4
September 2009	Good	Very Good	Very Good	Good	26000	72.4
October 2002	Poor	-	Poor	Poor	20716	38.1
January 2001	Poor	-	Poor	Poor	20716	38.1
September 1998	Poor	-	Poor	Poor	20000	38.5
August 1996	Poor	-	Poor	Poor	19600	45.4
October 1995	Poor	-	Poor	Good	10300	46.0
July 1994	Poor	-	Poor	Good	10300	46.0
July 1992	Poor	-	Poor	Poor	10300	46.0
June 1990	Poor	Fair	Poor	Poor	10300	48.3

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.	4,686	4,485	201	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	17,040	17,040	0	0	0
Wearing Surfaces	sq. ft.	12,935	12,935	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	288	225	62	1	0
Reinforced Concrete Abutment	linear ft.	96	91	2	3	0
Reinforced Concrete Pile Cap/Footing	linear ft.	288	0	288	0	0
Steel Pile	each	4	4	0	0	0
Joints
Strip Seal Joint	linear ft.	60	60	0	0	0
Compression Joint	linear ft.	35	35	0	0	0
Bearings
Elastomeric Bearing	each	182	179	2	1	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,539	1,514	25	0	0
Steel Protective Coating	sq. ft.	7,695	7,670	25	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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