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K STREET over WHITEHURST FRWY RAMPS

Map

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

Facts

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]

Latest Available Inspection: February 2017

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairFairSatisfactory3190056.9
November 2013FairFairFairSatisfactory3190056.9
November 2011FairSatisfactoryFairGood3190061.2
January 2010FairSatisfactoryFairGood3190061.2
January 2008FairGoodSatisfactoryGood4770071.1
November 2005FairVery GoodSatisfactoryGood4770071.1
June 2003FairVery GoodSatisfactoryGood4770071.1
August 2001GoodExcellentGoodGood4770071.1
June 2001GoodExcellentGoodGood4770071.1
November 1998GoodExcellentGoodGood4770071.1
December 1993FairSatisfactoryFairSatisfactory4770062.8
October 1990FairSatisfactoryGoodGood4770074.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.3,1242,71620416143
Deck
Prestressed Concrete Top Flangesq. ft.24,342023,845381116
Wearing Surfacessq. ft.20,10019,70040000
Substructure
Reinforced Concrete Columneach2222000
Reinforced Concrete Abutmentlinear ft.25119834190
Joints
Compression Jointlinear ft.48503051800
Bearings
Elastomeric Bearingeach1212000
Movable Bearingeach2602600
Steel Protective Coatingsq. ft.40004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.606604200
Steel Protective Coatingsq. ft.1,6201,619001
Other Material Bridge Raillinear ft.3939000