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TR BRIDGE(RPS A&am over RAMPS K & A-A

Map

Coordinates:
+38.89295, -77.05342
38°53'35" N, 77°03'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR BRIDGE(RPS A&am over RAMPS K & A-A
Structure number:1202
Location:T ROOSEVELT BRIDGE RMPS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:66.9 ft. [20.4 m]
Total length:248.0 ft. [75.6 m]
Roadway width between curbs:49.5 ft. [15.1 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 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:2
Main spans material:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,500 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:89.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,750,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201689.6FairSatisfactorySatisfactorySatisfactoryFO24500
July 201491.7FairSatisfactorySatisfactorySatisfactory-24500
July 201288.6FairFairGoodSatisfactory-24500
August 201086.5PoorPoorSatisfactorySatisfactorySD24500
August 200889.6FairSatisfactorySatisfactoryGood-24500
August 200689.6GoodGoodGoodGood-24500
September 200489.6GoodGoodGoodGood-24500
October 200289.6GoodGoodGoodGood-24500
August 200089.6FairSatisfactoryGoodGood-24500
January 199889.6GoodGoodGoodGood-24500
October 199589.6GoodGoodGoodGood-24500
August 199380.9FairGoodGoodFair-24500
February 199180.9FairGoodGoodFair-24500