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E STREET NW over CENTER LEG INNER LOOP

Map

Coordinates:
+38.89614, -77.01381
38°53'46" N, 77°00'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E STREET NW over CENTER LEG INNER LOOP
Structure number:1139
Location:E ST. NW OVER INNER LOOP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:173.6 ft. [52.9 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:98.4 ft. [30.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2004
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:47,500 [as of 2007]
Truck traffic:2% 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:Basically intolerable requiring high priority of replacement [2]
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:70.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodGoodSatisfactory4750070.9
May 2015FairGoodGoodSatisfactory4750070.1
April 2013FairGoodGoodSatisfactory4750070.1
April 2011GoodGoodGoodGood4750068.1
March 2009FairGoodGoodSatisfactory4750068.1
March 2007GoodVery GoodVery GoodGood1250072.4
February 2005FairVery GoodSatisfactoryVery Good1250072.4
March 2003FairFairFairSatisfactory1250060.1
January 2001FairSatisfactorySatisfactorySatisfactory1250072.4
August 1998FairSatisfactorySatisfactorySatisfactory1250072.4
October 1996FairGoodSatisfactorySatisfactory1250072.4
August 1993GoodGoodGoodGood1250091.0
January 1991GoodGoodGoodGood1250091.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4052,3634200
Steel Protective Coatingsq. ft.21,15621,148080
Deck
Reinforced Concrete Decksq. ft.17,10616,710321750
Wearing Surfacessq. ft.12,1578,8752433,0390
Substructure
Reinforced Concrete Pier Walllinear ft.9999000
Reinforced Concrete Abutmentlinear ft.19854118260
Concrete Protective Coatingsq. ft.1,7821,782000
Reinforced Concrete Pier Caplinear ft.953054110
Joints
Pourable Jointlinear ft.1741570017
Compression Jointlinear ft.28918400105
Bearings
Elastomeric Bearingeach56253100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.338334040
Reinforced Concrete Bridge Raillinear ft.338336020