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DIVISION ST over SEEKONK RVR TAFT S

Map

Coordinates:
+41.87263, -71.38452
41°52'21" N, 71°23'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DIVISION ST over SEEKONK RVR TAFT S
Structure number:000000000009650
Location:0.1 Mi N of George St
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:54.1 ft. [16.5 m]
Total length:446.9 ft. [136.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1877
Year reconstructed:1985
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:9
Main spans material:Masonry [8]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,948 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:63.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,834,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairFairFairFair1494863.9
April 2016FairFairFairFair1494863.9
April 2014FairSatisfactoryFairFair2190064.4
May 2012Fair-FairFair2190061.3
May 2010Fair-FairFair2190059.6
June 2008Fair-FairFair2190060.6
June 2006Fair-FairFair1415861.8
October 2001FairGoodFairFair1415861.8
October 1999FairGoodFairFair1730061.3
July 1997Fair-FairFair1730061.3
August 1995Fair-FairFair1480062.2
September 1993Good-GoodGood1480054.7
August 1991Fair-SatisfactorySatisfactory1480073.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.13,19713,03815360
Wearing Surfacessq. ft.11,58211,298192650
Superstructure
Masonry Archlinear ft.42701382890
Substructure
Masonry Pier Walllinear ft.4074636100
Masonry Abutmentlinear ft.9208480
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7,0807,080000
Steel Protective Coatingsq. ft.7,0807,080000
Other Material Bridge Raillinear ft.89929660120