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SOUTHEAST FRWY over 3RD STREET, S.E.

Map 

Coordinates:
+38.88000, -77.00333
38°52'48" N, 77°00'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SOUTHEAST FRWY over 3RD STREET, S.E.
Structure number:1110
Location:SE FRWY OVER 3RD ST S.E.
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.0 ft. [25.0 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:118.1 ft. [36.0 m]
Deck width edge-to-edge:131.6 ft. [40.1 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:95,800 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:66.9 tons [60.8 metric tons]
Sufficiency rating:82.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,500,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201482.3Not deficientGoodGoodSatisfactory95800
September 201282.3Not deficientGoodSatisfactoryGood95800
September 201082.3Not deficientGoodSatisfactoryGood95800
September 200882.3Not deficientGoodSatisfactorySatisfactory95800
July 200681.6Not deficientGoodVery GoodGood103000
July 200481.6Not deficientVery GoodVery GoodVery Good103000
August 200281.6Not deficientExcellentVery GoodVery Good103000
August 19970.0Not applicableSatisfactoryPoorPoor103000
August 199554.0Structurally deficientSatisfactoryPoorPoor103000
November 199255.5Structurally deficientSatisfactoryPoorPoor103000
September 199055.5Structurally deficientSatisfactoryPoorPoor103000