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KENILWORTH AVE NB over EAST CAPITOL ST

Map

Coordinates:
+38.89044, -76.95798
38°53'26" 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:13.1 ft. [4.0 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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

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]
Sufficiency rating:95.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodGoodSatisfactory10180095.0
October 2015FairGoodGoodSatisfactory10180095.0
November 2013FairGoodGoodSatisfactory10180095.0
December 2011FairSatisfactorySatisfactoryGood10180095.0
October 2009FairSatisfactorySatisfactoryGood10180095.0
September 2007FairSatisfactorySatisfactoryGood11040093.0
March 2005GoodGoodVery GoodGood11040093.0
April 2003GoodGoodVery GoodGood11040093.0
April 2001GoodVery GoodVery GoodGood11040093.0
December 1998GoodExcellentVery GoodVery Good11040088.0
January 1997FairFairFairSatisfactory11040060.0
June 1994PoorFairPoorFair11040046.0
February 1992PoorFairPoorFair11040046.0
March 1990PoorFairPoorFair11040046.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5901,44015000
Steel Protective Coatingsq. ft.10,5009,84066000
Deck
Reinforced Concrete Decksq. ft.8,4458,4252000
Substructure
Reinforced Concrete Pier Walllinear ft.117115200
Reinforced Concrete Abutmentlinear ft.26521621280
Concrete Protective Coatingsq. ft.2,3852,15800227
Reinforced Concrete Pier Caplinear ft.117113040
Concrete Protective Coatingsq. ft.1,4371,3400097
Joints
Strip Seal Jointlinear ft.25501952040
Bearings
Elastomeric Bearingeach45202320
Steel Protective Coatingsq. ft.9081090
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.323323000
Concrete Protective Coatingsq. ft.2,2002,08000120