ATWELLS AV over WOONASQUATUCKET RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.82452, -71.43824
41°49'28" N, 71°26'18" W

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

Name:	ATWELLS AV over WOONASQUATUCKET RIVER
Structure number:	000000000009750
Location:	0.5 Mi W of RI 10
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	45.9 ft. `[14.0 m]`
Roadway width between curbs:	39.0 ft. `[11.9 m]`
Deck width edge-to-edge:	60.0 ft. `[18.3 m]`
Skew angle:	8°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1875
Year reconstructed:	1992
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	11,514 `[as of 2014]`
Truck traffic:	10% 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]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	79.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$846,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2016	Good	Very Good	Very Good	Good	11514	79.3
May 2013	Fair	Fair	Good	Good	14000	73.2
June 2011	Fair	Fair	Good	Good	14000	89.7
June 2009	Fair	Fair	Good	Good	14000	92.6
June 2007	Fair	Satisfactory	Good	Good	14000	96.7
December 2003	Fair	Good	Fair	Good	15490	67.8
December 2001	Fair	Good	Fair	Good	15490	67.8
November 1999	Fair	Good	Fair	Good	16900	67.6
September 1997	Good	Good	Very Good	Good	16900	79.0
November 1995	Good	Good	Very Good	Good	17800	75.3
August 1993	Good	Good	Very Good	Good	17800	86.5
September 1992	Poor	Serious	Serious	Satisfactory	15900	42.0
December 1990	Poor	Serious	Serious	Satisfactory	15900	42.0