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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

Facts

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:
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]

Latest Available Inspection: January 2016

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016GoodVery GoodVery GoodGood1151479.3
May 2013FairFairGoodGood1400073.2
June 2011FairFairGoodGood1400089.7
June 2009FairFairGoodGood1400092.6
June 2007FairSatisfactoryGoodGood1400096.7
December 2003FairGoodFairGood1549067.8
December 2001FairGoodFairGood1549067.8
November 1999FairGoodFairGood1690067.6
September 1997GoodGoodVery GoodGood1690079.0
November 1995GoodGoodVery GoodGood1780075.3
August 1993GoodGoodVery GoodGood1780086.5
September 1992PoorSeriousSeriousSatisfactory1590042.0
December 1990PoorSeriousSeriousSatisfactory1590042.0