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

Facts

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