K STREET over WHITEHURST FRWY RAMPS

Map

Coordinates:
+38.90253, -77.05595
38°54'09" N, 77°03'21" W

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

Name:	K STREET over WHITEHURST FRWY RAMPS
Structure number:	1304
Location:	K STREET & 26TH ST
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	63.0 ft. `[19.2 m]`
Total length:	306.1 ft. `[93.3 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	67.9 ft. `[20.7 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1965
Year reconstructed:	1998
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	5
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	31,900 `[as of 2007]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 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:	56.9
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$1,000,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Fair	Fair	Satisfactory	31900	56.9
November 2013	Fair	Fair	Fair	Satisfactory	31900	56.9
November 2011	Fair	Satisfactory	Fair	Good	31900	61.2
January 2010	Fair	Satisfactory	Fair	Good	31900	61.2
January 2008	Fair	Good	Satisfactory	Good	47700	71.1
November 2005	Fair	Very Good	Satisfactory	Good	47700	71.1
June 2003	Fair	Very Good	Satisfactory	Good	47700	71.1
August 2001	Good	Excellent	Good	Good	47700	71.1
June 2001	Good	Excellent	Good	Good	47700	71.1
November 1998	Good	Excellent	Good	Good	47700	71.1
December 1993	Fair	Satisfactory	Fair	Satisfactory	47700	62.8
October 1990	Fair	Satisfactory	Good	Good	47700	74.6

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder	linear ft.	3,124	2,716	204	161	43
Deck
Prestressed Concrete Top Flange	sq. ft.	24,342	0	23,845	381	116
Wearing Surfaces	sq. ft.	20,100	19,700	400	0	0
Substructure
Reinforced Concrete Column	each	22	22	0	0	0
Reinforced Concrete Abutment	linear ft.	251	198	34	19	0
Joints
Compression Joint	linear ft.	485	0	305	180	0
Bearings
Elastomeric Bearing	each	12	12	0	0	0
Movable Bearing	each	26	0	26	0	0
Steel Protective Coating	sq. ft.	4	0	0	0	4
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	606	604	2	0	0
Steel Protective Coating	sq. ft.	1,620	1,619	0	0	1
Other Material Bridge Rail	linear ft.	39	39	0	0	0