Share:

RI 24 SB over BOYDS LANE

Map

Coordinates:
+41.62856, -71.24412
41°37'43" N, 71°14'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 24 SB over BOYDS LANE
Structure number:000000000006422
Location:2.0 Mi N of JCT RI 114
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:66.9 ft. [20.4 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,516 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:82.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,771,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodFairGood1951682.5
May 2017FairGoodFairGood1951682.5
May 2015FairGoodFairFair1951683.0
May 2013FairGoodFairFair1500083.0
May 2011FairGoodSatisfactoryFair1500079.7
May 2009FairGoodSatisfactoryFair1500081.9
May 2007FairGoodSatisfactoryFair1500082.9
October 2004FairGoodSatisfactoryFair500085.6
January 2003FairGoodSatisfactoryFair500085.6
February 2001FairGoodSatisfactoryFair500085.6
October 1998FairGoodSatisfactoryFair500085.6
September 1996FairGoodSatisfactoryFair1300085.6
September 1994FairVery GoodSatisfactoryFair1300083.8
October 1992FairVery GoodSatisfactorySatisfactory1175096.0
August 1990GoodVery GoodGoodVery Good1175096.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.846402430140
Steel Protective Coatingsq. ft.7,6147,1140375125
Deck
Reinforced Concrete Decksq. ft.6,4246,3705130
Wearing Surfacessq. ft.5,8405,840000
Concrete Protective Coatingsq. ft.7056930012
Substructure
Reinforced Concrete Columneach61410
Concrete Protective Coatingsq. ft.460460000
Reinforced Concrete Abutmentlinear ft.9289120
Concrete Protective Coatingsq. ft.400400000
Reinforced Concrete Pier Caplinear ft.8983330
Concrete Protective Coatingsq. ft.1,1101,110000
Joints
Pourable Jointlinear ft.80920510
Bearings
Movable Bearingeach1801530
Steel Protective Coatingsq. ft.36012186
Fixed Bearingeach60600
Steel Protective Coatingsq. ft.1210200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.352035200
Concrete Protective Coatingsq. ft.2,112051201,600