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DUKE STREET over ROUTE I-395

Map

Coordinates:
+38.81590, -77.13851
38°48'57" N, 77°08'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DUKE STREET over ROUTE I-395
Structure number:000000000019934
Location:0.32FR401 0.25TOFAIRFX CL
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:301.9 ft. [92.0 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:106.0 ft. [32.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1969
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:61,556 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:51.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$370,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorFairSatisfactoryPoor6155651.0
May 2017PoorFairSatisfactoryPoor6155652.0
May 2016PoorFairSatisfactoryPoor6155654.0
May 2015PoorFairSatisfactoryPoor6155652.0
May 2014PoorFairSatisfactoryPoor4998052.0
May 2013PoorFairSatisfactoryPoor4998052.0
May 2012PoorFairSatisfactoryPoor4998052.0
May 2011PoorFairSatisfactoryPoor4998052.0
May 2010PoorFairSatisfactoryPoor4998052.0
May 2009PoorFairSatisfactoryPoor4998052.0
May 2007FairFairSatisfactoryFair5402069.0
June 2006FairFairSatisfactoryFair6095769.0
May 2005FairFairSatisfactoryFair6084969.0
May 2004PoorFairSatisfactoryPoor6179353.0
October 2002PoorFairSatisfactoryPoor6079753.0
October 2000FairSatisfactorySatisfactoryFair4266170.0
October 1998FairSatisfactorySatisfactorySatisfactory3712583.0
December 1996FairSatisfactoryFairSatisfactory3712572.0
February 1995FairSatisfactoryFairGood3712570.6
December 1992PoorPoorFairGood3712567.6
October 1991PoorPoorFairGood3712567.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,2203,343841360
Steel Protective Coatingsq. ft.36,79228,792008,000
Deck
Reinforced Concrete Decksq. ft.31,96830,1591,4103909
Wearing Surfacessq. ft.23,56713,5670010,000
Substructure
Reinforced Concrete Columneach2491140
Reinforced Concrete Abutmentlinear ft.28001451350
Reinforced Concrete Pier Caplinear ft.459209164860
Joints
Pourable Jointlinear ft.68900513176
Bearings
Movable Bearingeach7006550
Steel Protective Coatingsq. ft.210000210
Fixed Bearingeach7016900
Steel Protective Coatingsq. ft.210000210
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.604060400
Steel Protective Coatingsq. ft.2,4160002,416
Reinforced Concrete Bridge Raillinear ft.6045931100