K STREET over WHITEHURST FRWY RAMPS

Map

Coordinates:
+38.90255, -77.05520
38°54'09" N, 77°03'19" 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:	17.1 ft. `[5.2 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]`
Operating rating:	51.9 tons `[47.2 metric tons]`
Inventory rating:	30.9 tons `[28.1 metric tons]`
Sufficiency rating:	56.9
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$1,000,000

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