Share:

DIVISION ST over SEEKONK RVR TAFT S

Map

Coordinates:
+41.87367, -71.38317
41°52'25" N, 71°22'59" 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:23.6 ft. [7.2 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]
Design load:MS 18 / HS 20 [5]
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 2016

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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201663.9FairFairFairFairFO14948
April 201464.4FairSatisfactoryFairFairFO21900
May 201261.3Fair-FairFairFO21900
May 201059.6Fair-FairFairFO21900
June 200860.6Fair-FairFairFO21900
June 200661.8Fair-FairFairFO14158
October 200161.8FairGoodFairFairFO14158
October 199961.3FairGoodFairFairFO17300
July 199761.3Fair-FairFairFO17300
August 199562.2Fair-FairFairFO14800
September 199354.7Good-GoodGood-14800
August 199173.6Fair-SatisfactorySatisfactory-14800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Decksq. ft.13,19713,193400
Wearing Surfacessq. ft.11,52811,524310
Superstructure
Masonry Archlinear ft.427004270
Substructure
Masonry Pier Walllinear ft.407040700
Masonry Abutmentlinear ft.9200920
Reinforced Concrete Pile Cap/Footinglinear ft.9090000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.899089900
Steel Protective Coatingsq. ft.7,08007,08000
Other Material Bridge Raillinear ft.89939850100