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EDMONSTON DRIVE over CSXT RR & WMATA METRO

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EDMONSTON DRIVE over CSXT RR & WMATA METRO
Structure number:200000M-R-01010
Location:0.05 MILES EAST OF MD 355
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1981
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:58.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$435,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201558.3FairSatisfactoryFairFairFO10000
March 201357.8FairSatisfactorySatisfactoryFairFO12775
September 201162.0FairSatisfactorySatisfactoryFairFO12775
September 200960.1FairSatisfactorySatisfactoryFairFO12000
September 200760.1FairSatisfactorySatisfactoryFairFO12000
September 200560.1FairSatisfactorySatisfactoryFairFO12000
September 200360.1FairSatisfactorySatisfactoryFairFO12000
September 200160.9FairSatisfactorySatisfactoryFairFO6480
September 199976.9FairSatisfactorySatisfactorySatisfactoryFO999
January 199876.9FairSatisfactorySatisfactorySatisfactoryFO999
August 199591.9FairGoodSatisfactoryGoodFO999
April 199391.9FairGoodGoodSatisfactoryFO999
March 199191.9GoodGoodGoodGoodFO999