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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: December 2014 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$5,250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201464.0Functionally obsoleteFairFairGood15000
March 201564.0Functionally obsoleteFairFairGood15000
October 201264.0Functionally obsoleteFairFairGood15000
October 201049.0Structurally deficientPoorPoorGood15000
March 200862.0Structurally deficientPoorFairGood15000
June 199976.0Functionally obsoleteSatisfactorySatisfactoryGood15000
February 199776.0Functionally obsoleteSatisfactorySatisfactoryGood15000
August 199375.0Functionally obsoleteFairGoodGood15000
March 199175.0Functionally obsoleteFairGoodGood15000