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

Map

Coordinates:
+38.90300, -77.05542
38°54'11" N, 77°03'20" 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 and waterway
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:13.1 ft. [4.0 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]
Sufficiency rating:76.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,750,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairFairSatisfactory700076.3
October 2014FairFairFairSatisfactory700079.3
September 2014FairFairFairFair700079.3
September 2012FairSatisfactoryFairFair700080.3
September 2010FairSatisfactoryFairFair700084.2
September 2008FairGoodFairGood700084.2
January 2006FairVery GoodFairGood700080.2
December 2003FairVery GoodFairGood700081.2
August 2001FairExcellentFairGood700081.2
October 1998FairExcellentFairGood700081.2
December 1993FairSatisfactoryFairGood700060.1
June 1990FairSatisfactoryGoodGood700071.3

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.85671191540
Deck
Reinforced Concrete Top Flangesq. ft.21,40018,1723,194340
Substructure
Reinforced Concrete Columneach1312010
Reinforced Concrete Abutmentlinear ft.2517440
Reinforced Concrete Pier Caplinear ft.50260240
Joints
Compression Jointlinear ft.753302517
Bearings
Movable Bearingeach50230
Steel Protective Coatingsq. ft.1404010
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,7121,64255150
Reinforced Concrete Bridge Raillinear ft.1,7121,712000