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NORTH CAPITOL ST over IRVING ST INTERCHANGE

Map

Coordinates:
+38.93136, -77.00681
38°55'53" N, 77°00'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORTH CAPITOL ST over IRVING ST INTERCHANGE
Structure number:0023
Location:N. CAPITAL & IRVING STS.
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:64.0 ft. [19.5 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:96.1 ft. [29.3 m]
Deck width edge-to-edge:116.1 ft. [35.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:2005
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:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,900 [as of 2007]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:90.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201690.5FairSatisfactorySatisfactorySatisfactory-31900
March 201491.5FairGoodSatisfactorySatisfactory-31900
March 201291.5FairSatisfactorySatisfactoryGood-31900
May 201073.7FairSatisfactorySatisfactoryGood-31900
February 200870.9FairSatisfactorySatisfactoryGood-31900
January 200692.3GoodExcellentVery GoodVery Good-37900
June 200374.5PoorPoorFairFairSD37900
May 200176.6FairFairFairFair-37900
July 199872.5PoorPoorFairFairSD37900
October 199672.5PoorPoorFairFairSD37900
December 199378.6FairFairFairFair-37900
December 199181.6FairFairFairSatisfactory-37900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach106310
Reinforced Concrete Pier Walllinear ft.116116000
Reinforced Concrete Abutmentlinear ft.258250710
Reinforced Concrete Pier Caplinear ft.129126300
Joints
Strip Seal Jointlinear ft.129012900
Pourable Jointlinear ft.129329700
Bearings
Enclosed/Concealed Bearingeach1010000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7979000
Steel Protective Coatingsq. ft.1010000
Other Material Bridge Raillinear ft.266261500
Deck
Reinforced Concrete Slabsq. ft.15,35014,563772150
Wearing Surfacessq. ft.12,73011,4571,27300