RHODE ISLAND AVE over NORTH CAPITOL STREET

Map

Coordinates:
+38.91684, -77.00894
38°55'01" N, 77°00'32" 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:	80.4 ft. `[24.5 m]`
Deck width edge-to-edge:	94.5 ft. `[28.8 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 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]`
Sufficiency rating:	88.1
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$1,250,000

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

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	714	714	0	0	0
Steel Protective Coating	sq. ft.	4,284	4,284	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,623	5,623	0	0	0
Wearing Surfaces	sq. ft.	5,623	5,623	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	207	195	7	5	0
Joints
Compression Joint	linear ft.	207	0	0	207	0
Bearings
Elastomeric Bearing	each	24	22	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	125	122	0	3	0