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RI 122 COURT ST over BLACKSTONE RIVER

Map

Coordinates:
+42.00250, -71.51176
42°00'09" N, 71°30'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 122 COURT ST over BLACKSTONE RIVER
Structure number:000000000009590
Location:200 FT NW JCT RI126x104
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:163.1 ft. [49.7 m]
Total length:516.1 ft. [157.3 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1895
Year reconstructed:2000
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,379 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:71.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,598,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood1937971.5
August 2016GoodGoodGoodGood1937978.5
August 2014GoodGoodGoodGood1120079.0
August 2012GoodGoodGoodGood1120071.7
August 2010GoodGoodGoodGood1120075.6
August 2008GoodGoodGoodGood1120077.6
July 2006GoodGoodGoodGood1439877.2
August 2004FairGoodSatisfactoryGood1439877.2
December 2001FairGoodSatisfactoryGood1439877.2
January 2001FairGoodSatisfactoryGood1439877.2
December 1997PoorSeriousSeriousSatisfactory1830023.4
October 1995PoorSeriousSeriousSatisfactory1030026.1
September 1994PoorSeriousSeriousSatisfactory1030026.1
December 1993PoorSeriousSeriousSatisfactory1030026.1
March 1992PoorSeriousSeriousSatisfactory1030030.0
April 1990PoorPoorSeriousSatisfactory1030031.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,9592,9045500
Steel Protective Coatingsq. ft.60,87560,57130400
Deck
Reinforced Concrete Decksq. ft.28,88228,74214000
Wearing Surfacessq. ft.21,04519,9931,05200
Substructure
Masonry Pier Walllinear ft.1621521000
Masonry Abutmentlinear ft.1331122100
Reinforced Concrete Pier Caplinear ft.162160200
Joints
Strip Seal Jointlinear ft.187018700
Pourable Jointlinear ft.83552800
Bearings
Disk Bearingeach4138300
Steel Protective Coatingsq. ft.8278400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0941,094000
Steel Protective Coatingsq. ft.3,2823,2186400