Share:

KENILWORTH AVE NB over EAST CAPITOL ST

Map

Coordinates:
+38.88986, -76.95794
38°53'23" N, 76°57'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KENILWORTH AVE NB over EAST CAPITOL ST
Structure number:0038
Location:KENILWORTH AVE OVER E CAP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.1 ft. [16.8 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:79.7 ft. [24.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1998
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:101,800 [as of 2007]
Truck traffic:3% 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: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]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:95.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201595.0FairGoodGoodSatisfactoryFO101800
November 201395.0FairGoodGoodSatisfactoryFO101800
December 201195.0FairSatisfactorySatisfactoryGoodFO101800
October 200995.0FairSatisfactorySatisfactoryGoodFO101800
September 200793.0FairSatisfactorySatisfactoryGoodFO110400
March 200593.0GoodGoodVery GoodGood-110400
April 200393.0GoodGoodVery GoodGood-110400
April 200193.0GoodVery GoodVery GoodGood-110400
December 199888.0GoodExcellentVery GoodVery Good-110400
January 199760.0FairFairFairSatisfactoryFO110400
June 199446.0PoorFairPoorFairSD110400
February 199246.0PoorFairPoorFairSD110400
March 199046.0PoorFairPoorFairSD110400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,5901,49010000
Steel Protective Coatingsq. ft.10,5009,84066000
Deck
Reinforced Concrete Decksq. ft.8,4458,4252000
Substructure
Reinforced Concrete Pier Walllinear ft.7977200
Reinforced Concrete Abutmentlinear ft.26520128360
Reinforced Concrete Pier Caplinear ft.117114030
Joints
Strip Seal Jointlinear ft.25501727013
Bearings
Elastomeric Bearingeach4545000
Steel Protective Coatingsq. ft.9081090
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.323323000