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RI 2 MESH INT over RI 5 OAKLAWN AV

Map

Coordinates:
+41.73943, -71.47858
41°44'22" N, 71°28'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 2 MESH INT over RI 5 OAKLAWN AV
Structure number:000000000004220
Location:1.0 Mi N of JCT I-295
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:77.1 ft. [23.5 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:57.1 ft. [17.4 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: October 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:18,181 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.8 tons [97.1 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:67.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,470,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201567.0PoorSatisfactorySatisfactoryPoorSD18181
October 201386.0FairSatisfactorySatisfactoryFair-10200
October 201186.0FairSatisfactorySatisfactoryFair-10200
November 200984.8FairSatisfactorySatisfactoryFair-10400
January 200896.0FairSatisfactorySatisfactorySatisfactory-10400
July 200596.0FairSatisfactorySatisfactorySatisfactory-10400
January 200497.0FairSatisfactoryGoodSatisfactory-10400
February 200297.0FairSatisfactoryGoodSatisfactory-10400
January 200097.0FairSatisfactoryGoodSatisfactory-10400
August 199896.0FairVery GoodGoodSatisfactory-10400
October 199793.0FairSatisfactorySatisfactorySatisfactory-10400
November 199593.3FairSatisfactorySatisfactorySatisfactory-9300
December 199397.3FairSatisfactorySatisfactorySatisfactory-9300
January 199297.0FairSatisfactorySatisfactorySatisfactory-9300
March 199095.0FairSatisfactorySatisfactorySatisfactory-9300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.889088900
Steel Protective Coatingsq. ft.6,85006,85000
Deck
Reinforced Concrete Decksq. ft.4,7364,45228400
Wearing Surfacessq. ft.4,7364,45228400
Substructure
Reinforced Concrete Abutmentlinear ft.17101302516
Joints
Pourable Jointlinear ft.8900089
Other Jointlinear ft.76066100
Bearings
Elastomeric Bearingeach2202101
Bridge Rail
Other Material Bridge Raillinear ft.337033610