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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201573.4Not deficientFairSatisfactoryFair42100
December 201373.4Not deficientFairSatisfactoryFair42100
December 201171.1Structurally deficientPoorSatisfactoryFair42100
November 200974.2Not deficientFairSatisfactoryFair42100
November 200783.0Not deficientSatisfactorySatisfactoryGood66200
April 200583.0Not deficientGoodGoodGood66200
September 200283.0Not deficientGoodGoodGood66200
January 199983.0Not deficientGoodGoodGood66200
January 199783.0Not deficientGoodGoodGood66200
July 199379.0Functionally obsoleteGoodGoodGood66200
February 199179.0Functionally obsoleteGoodGoodGood66200