Share:

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
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: October 2014 

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]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:79.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,750,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201479.3Not deficientFairFairSatisfactory7000
September 201479.3Not deficientFairFairFair7000
September 201280.3Not deficientSatisfactoryFairFair7000
September 201084.2Not deficientSatisfactoryFairFair7000
September 200884.2Not deficientGoodFairGood7000
January 200680.2Not deficientVery GoodFairGood7000
December 200381.2Not deficientVery GoodFairGood7000
August 200181.2Not deficientExcellentFairGood7000
October 199881.2Not deficientExcellentFairGood7000
December 199360.1Functionally obsoleteSatisfactoryFairGood7000
June 199071.3Functionally obsoleteSatisfactoryGoodGood7000