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HWY BRIDGE ST over WATER APPONAGANSETT RIV

Map

Coordinates:
+41.58590, -70.94754
41°35'09" N, 70°56'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY BRIDGE ST over WATER APPONAGANSETT RIV
Structure number:D040023J4MUNNBI
Old structure number:3J4MUN609005100 (from 1992 edition)
Location:1.6 MI E OF TUCKER RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:103.0 ft. [31.4 m]
Total length:419.0 ft. [127.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:Town or Township Highway Agency [03]
Year built:1935
Year reconstructed:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Movable - Swing [17]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:9,200 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:44.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$15,502,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorFairFairPoor920044.6
May 2015PoorFairFairPoor920044.6
May 2013PoorFairFairPoor920044.6
May 2011PoorFairFairPoor900044.7
May 2009FairSatisfactoryFairFair900043.0
May 2007FairSatisfactoryFairFair900050.7
May 2005FairSatisfactoryFairSatisfactory900052.7
May 2003FairSatisfactoryFairSatisfactory900052.7
May 2001FairSatisfactoryFairSatisfactory900052.7
April 1999FairFairFairSatisfactory610052.4
May 1997PoorFairPoorPoor730041.0
August 1994PoorFairPoorSatisfactory510042.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3,1402,98315700
Steel Girder/Beamlinear ft.21012663210
Steel Protective Coatingsq. ft.999999000
Steel Stringerlinear ft.74059214800
Steel Protective Coatingsq. ft.999999000
Deck
Reinforced Concrete Decksq. ft.12,14411,67347100
Wearing Surfacessq. ft.12,14411,67347100
Superstructure
Steel Floor Beamlinear ft.3202249600
Steel Protective Coatingsq. ft.999999000
Substructure
Reinforced Concrete Columneach10001
Timber Columneach70060100
Reinforced Concrete Pier Walllinear ft.8476800
Masonry Pier Walllinear ft.1080542727
Reinforced Concrete Abutmentlinear ft.8484000
Reinforced Concrete Pile Cap/Footinglinear ft.383380030
Timber Pileeach7007000
Reinforced Concrete Pier Caplinear ft.2892464300
Deck
Concrete Filled Grid Decksq. ft.3,83303,83300
Steel Protective Coatingsq. ft.999999000
Joints
Compression Jointlinear ft.210021000
Bearings
Elastomeric Bearingeach180179100
Fixed Bearingeach43100
Steel Protective Coatingsq. ft.999999000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.83867016800
Steel Protective Coatingsq. ft.999999000