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.

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]`

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

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2017	88.1	Fair	Good	Good	Satisfactory	FO	38800
March 2015	88.1	Fair	Good	Good	Satisfactory	FO	38800
March 2013	86.1	Fair	Good	Good	Satisfactory	FO	38800
February 2011	86.1	Good	Good	Good	Good	-	38800
January 2009	68.0	Good	Good	Good	Good	-	38800
January 2007	66.4	Good	Very Good	Very Good	Good	-	34000
December 2004	66.4	Good	Very Good	Very Good	Good	-	34000
January 2003	66.4	Good	Excellent	Very Good	Very Good	-	34000
January 2001	52.3	Fair	Fair	Satisfactory	Fair	FO	34000
August 1998	56.4	Fair	Satisfactory	Good	Fair	FO	34000
September 1996	56.2	Fair	Satisfactory	Good	Fair	FO	34000
March 1994	59.3	Fair	Satisfactory	Satisfactory	Fair	FO	34000
March 1990	59.3	Fair	Satisfactory	Fair	Fair	FO	34000