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RAMP 1 WHITEHURST over I-66 TO W.H. FRWY.

Map

Coordinates:
+38.90333, -77.05667
38°54'12" N, 77°03'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP 1 WHITEHURST over I-66 TO W.H. FRWY.
Structure number:1303(RAMP 1)
Location:WHITEHURST AT ROCK CREEK
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:112.9 ft. [34.4 m]
Total length:856.0 ft. [260.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Owner:State Highway Agency [01]
Year built:1964
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:10
Main spans material:Steel [3]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,000 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:76.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,750,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201776.3FairFairFairSatisfactoryFO7000
October 201479.3FairFairFairSatisfactory-7000
September 201479.3FairFairFairFair-7000
September 201280.3FairSatisfactoryFairFair-7000
September 201084.2FairSatisfactoryFairFair-7000
September 200884.2FairGoodFairGood-7000
January 200680.2FairVery GoodFairGood-7000
December 200381.2FairVery GoodFairGood-7000
August 200181.2FairExcellentFairGood-7000
October 199881.2FairExcellentFairGood-7000
December 199360.1FairSatisfactoryFairGoodFO7000
June 199071.3FairSatisfactoryGoodGoodFO7000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.85630055150
Deck
Prestressed Concrete Top Flangesq. ft.21,40018,3253,07320
Substructure
Reinforced Concrete Columneach118030
Reinforced Concrete Abutmentlinear ft.2513480
Reinforced Concrete Pier Caplinear ft.50262400
Joints
Pourable Jointlinear ft.1251002500
Compression Jointlinear ft.75651000
Bearings
Movable Bearingeach52300
Steel Protective Coatingsq. ft.1404010
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,7121,6575500
Reinforced Concrete Bridge Raillinear ft.1,7121,712000