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INTERSTATE 395 over POTOMAC R. AND OHIO DR.

Map

Coordinates:
+38.87891, -77.03918
38°52'44" N, 77°02'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 395 over POTOMAC R. AND OHIO DR.
Structure number:1133
Location:I95 SOUTH OVER POTOMAC R.
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:165.0 ft. [50.3 m]
Total length:2265.2 ft. [690.4 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1984
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 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: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:95,000 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:40.9 tons [37.2 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:73.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201573.1FairSatisfactoryGoodSatisfactory-95000
May 201353.8FairSatisfactoryGoodSatisfactoryFO95000
June 201153.8FairSatisfactorySatisfactoryGoodFO95000
September 200855.0FairGoodFairSatisfactoryFO95000
September 200655.0FairSatisfactoryFairSatisfactoryFO100000
August 200466.9GoodGoodGoodGoodFO100000
September 200266.9GoodGoodGoodGoodFO100000
December 199866.9GoodGoodGoodGoodFO100000
November 199669.3GoodGoodGoodGood-100000
February 199471.6GoodGoodGoodGood-100000
January 199171.6GoodVery GoodVery GoodVery Good-100000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.165165000
Steel Protective Coatingsq. ft.2,6102,610000
Steel Girder/Beamlinear ft.20,95820,958000
Steel Protective Coatingsq. ft.345,400345,400000
Reinforced Concrete Girder/Beamlinear ft.365365000
Deck
Reinforced Concrete Decksq. ft.150,623135,8672,32512,4310
Substructure
Reinforced Concrete Pier Walllinear ft.729721620
Reinforced Concrete Abutmentlinear ft.1617252370
Joints
Compression Jointlinear ft.208019873
Assembly without Seal Jointlinear ft.378374040
Bearings
Movable Bearingeach143568700
Steel Protective Coatingsq. ft.2,5362,5082800
Enclosed/Concealed Bearingeach2323000
Fixed Bearingeach4241100
Steel Protective Coatingsq. ft.588588000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,2652,265000
Steel Protective Coatingsq. ft.9,2969,296000
Reinforced Concrete Bridge Raillinear ft.2,2651,50975600