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E STREET NW over CENTER LEG INNER LOOP

Map

Coordinates:
+38.89667, -77.01500
38°53'48" N, 77°00'54" 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:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2002
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: May 2015

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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:70.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,250,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201570.1FairGoodGoodSatisfactoryFO47500
April 201370.1FairGoodGoodSatisfactoryFO47500
April 201168.1GoodGoodGoodGood-47500
March 200968.1FairGoodGoodSatisfactory-47500
March 200772.4GoodVery GoodVery GoodGoodFO12500
February 200572.4FairVery GoodSatisfactoryVery GoodFO12500
March 200360.1FairFairFairSatisfactoryFO12500
January 200172.4FairSatisfactorySatisfactorySatisfactoryFO12500
August 199872.4FairSatisfactorySatisfactorySatisfactoryFO12500
October 199672.4FairGoodSatisfactorySatisfactoryFO12500
August 199391.0GoodGoodGoodGood-12500
January 199191.0GoodGoodGoodGood-12500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,4052,3891600
Steel Protective Coatingsq. ft.21,15621,148080
Deck
Reinforced Concrete Decksq. ft.17,10616,90620000
Wearing Surfacessq. ft.12,1578,8752433,0390
Substructure
Reinforced Concrete Pier Walllinear ft.9993600
Reinforced Concrete Abutmentlinear ft.19858116240
Concrete Protective Coatingsq. ft.1,7821,782000
Reinforced Concrete Pier Caplinear ft.9509140
Joints
Pourable Jointlinear ft.1741570017
Compression Jointlinear ft.28922940020
Bearings
Elastomeric Bearingeach56441200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.338334040
Reinforced Concrete Bridge Raillinear ft.338338000