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EAST CAPITOL ST over ANACOSTIA RIVER & PA

Map

Coordinates:
+38.88980, -76.96229
38°53'23" N, 76°57'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:EAST CAPITOL ST over ANACOSTIA RIVER & PA
Structure number:0233
Location:ANACOSTIA RIVER AT E CAP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:120.1 ft. [36.6 m]
Total length:1798.0 ft. [548.0 m]
Roadway width between curbs:82.4 ft. [25.1 m]
Deck width edge-to-edge:93.5 ft. [28.5 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1980
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:15
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:42,100 [as of 2007]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:73.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$15,250,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201573.4FairFairSatisfactoryFair-42100
December 201373.4FairFairSatisfactoryFair-42100
December 201171.1PoorPoorSatisfactoryFairSD42100
November 200974.2FairFairSatisfactoryFair-42100
November 200783.0FairSatisfactorySatisfactoryGood-66200
April 200583.0GoodGoodGoodGood-66200
September 200283.0GoodGoodGoodGood-66200
January 199983.0GoodGoodGoodGood-66200
January 199783.0GoodGoodGoodGood-66200
July 199379.0GoodGoodGoodGoodFO66200
February 199179.0GoodGoodGoodGoodFO66200