RI 114/103 CNTY RD over BARRINGTON RIVER

Map 

Facts 

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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	26,000 [as of 2009]
Truck traffic:	2% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	44.9 tons [40.8 metric tons]
Inventory rating:	44.9 tons [40.8 metric tons]
Sufficiency rating:	72.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$7,127,000

2000 Inspection 

Status:	Bridge closed to all traffic [K]
Average daily traffic:	20,000 [as of 1996]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:	38.6 tons [35.1 metric tons]
Inventory rating:	29.7 tons [27.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	38.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$6,366,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,300 [as of 1991]
Truck traffic:	6% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	32.2 tons [29.3 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	48.3
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$2,450,000

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