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US 50 Ramp over LITTLE RIVER & GW PK

Map 

Coordinates:
+38.88984, -77.06401
38°53'23" N, 77°03'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 50 Ramp over LITTLE RIVER & GW PK
Structure number:1200(RAMP C)
Location:T ROOSEVELT BR. FROM US50
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:140.1 ft. [42.7 m]
Total length:737.9 ft. [224.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1964
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:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:64.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$5,250,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201564.0FairFairFairGoodFO15000
December 201464.0FairFairFairGoodFO15000
October 201264.0FairFairFairGoodFO15000
October 201049.0PoorPoorPoorGoodSD15000
March 200862.0PoorPoorFairGoodSD15000
June 199976.0FairSatisfactorySatisfactoryGoodFO15000
February 199776.0FairSatisfactorySatisfactoryGoodFO15000
August 199375.0FairFairGoodGoodFO15000
March 199175.0FairFairGoodGoodFO15000