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ADMIRAL ST over RI 146 LOUISQUISSET PIKE

Map

Coordinates:
+41.84069, -71.41790
41°50'26" N, 71°25'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ADMIRAL ST over RI 146 LOUISQUISSET PIKE
Structure number:000000000004300
Location:1.0 Mi N of JCT I-95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:51.8 ft. [15.8 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1975
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,238 [as of 1996]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:63.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,027,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryFairFair1923863.1
November 2015FairSatisfactoryFairFair1923854.1
December 2013FairSatisfactoryFairFair1923854.1
December 2011FairSatisfactoryFairFair1923861.7
December 2009FairSatisfactoryFairFair1923861.7
January 2008FairGoodSatisfactorySatisfactory1923873.4
August 2005FairGoodSatisfactoryGood1923873.4
September 2003FairGoodFairSatisfactory1923861.7
July 2001FairGoodFairSatisfactory1923861.7
May 1999FairGoodSatisfactorySatisfactory1860073.5
March 1997FairGoodSatisfactoryGood1860073.5
May 1995FairGoodSatisfactorySatisfactory1260076.8
November 1993FairGoodSatisfactoryGood1260073.7
July 1991FairGoodSatisfactoryGood840075.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,382667695200
Steel Protective Coatingsq. ft.11,0567,756003,300
Deck
Reinforced Concrete Decksq. ft.7,4347,3775700
Wearing Surfacessq. ft.5,8325,832000
Substructure
Reinforced Concrete Columneach50050
Reinforced Concrete Abutmentlinear ft.16112722120
Reinforced Concrete Pier Caplinear ft.72016110
Joints
Pourable Jointlinear ft.5005000
Compression Jointlinear ft.5050000
Bearings
Movable Bearingeach2616370
Steel Protective Coatingsq. ft.5200052
Fixed Bearingeach2802440
Steel Protective Coatingsq. ft.5600056
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.216216000
Steel Protective Coatingsq. ft.86473300131
Reinforced Concrete Bridge Raillinear ft.4040000