C Street, N.E. over Pedestrian Walkway

Map

Coordinates:
+38.89266, -76.97288
38°53'34" N, 76°58'22" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	C Street, N.E. over Pedestrian Walkway
Structure number:	0041
Location:	RFK Stadium
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	58.1 ft. `[17.7 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	48.9 ft. `[14.9 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	28°
Owner:	State Highway Agency `[01]`
Year built:	1954
Year reconstructed:	1992
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:	20,000 `[as of 2007]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	65.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Good	Fair	Satisfactory	20000	65.0
June 2016	Fair	Good	Good	Satisfactory	20000	78.6
May 2014	Fair	Good	Good	Satisfactory	20000	78.6
June 2012	Fair	Satisfactory	Satisfactory	Satisfactory	20000	78.6
July 2010	Fair	Satisfactory	Satisfactory	Good	20000	78.6
August 2008	Fair	Good	Satisfactory	Good	20000	78.6
August 2006	Good	Good	Good	Good	20000	78.6
August 2004	Good	Good	Good	Good	20000	78.6
September 2002	Good	Good	Good	Good	20000	78.6
October 2000	Good	Very Good	Very Good	Very Good	20000	78.6
April 1998	Good	Very Good	Very Good	Very Good	20000	76.6
August 1996	Good	Very Good	Very Good	Very Good	20000	76.6
March 1993	Good	Excellent	Excellent	Very Good	20000	77.1
March 1990	Poor	Fair	Poor	Poor	20000	44.4

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.	477	310	162	5	0
Steel Protective Coating	sq. ft.	3,942	3,500	0	221	221
Deck
Reinforced Concrete Deck	sq. ft.	2,842	2,842	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	110	67	11	32	0
Concrete Protective Coating	sq. ft.	2,282	2,282	0	0	0
Joints
Compression Joint	linear ft.	108	49	0	54	5
Bearings
Elastomeric Bearing	each	18	0	3	0	15
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	232	172	60	0	0
Steel Protective Coating	sq. ft.	705	647	0	29	29
Reinforced Concrete Bridge Rail	linear ft.	116	87	29	0	0