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RHODE ISLAND AVE over NORTH CAPITOL STREET

Map 

Coordinates:
+38.91671, -77.00909
38°55'00" N, 77°00'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RHODE ISLAND AVE over NORTH CAPITOL STREET
Structure number:0051
Location:R.I. AVE OVER N CAP ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:59.4 ft. [18.1 m]
Total length:59.4 ft. [18.1 m]
Roadway width between curbs:86.3 ft. [26.3 m]
Deck width edge-to-edge:94.5 ft. [28.8 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2002
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: February 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:38,800 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:69.9 tons [63.5 metric tons]
Sufficiency rating:88.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,250,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201788.1FairGoodGoodSatisfactoryFO38800
March 201588.1FairGoodGoodSatisfactoryFO38800
March 201386.1FairGoodGoodSatisfactoryFO38800
February 201186.1GoodGoodGoodGood-38800
January 200968.0GoodGoodGoodGood-38800
January 200766.4GoodVery GoodVery GoodGood-34000
December 200466.4GoodVery GoodVery GoodGood-34000
January 200366.4GoodExcellentVery GoodVery Good-34000
January 200152.3FairFairSatisfactoryFairFO34000
August 199856.4FairSatisfactoryGoodFairFO34000
September 199656.2FairSatisfactoryGoodFairFO34000
March 199459.3FairSatisfactorySatisfactoryFairFO34000
March 199059.3FairSatisfactoryFairFairFO34000