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KENILWORTH AVE NB over EAST CAPITOL ST

Map 

Coordinates:
+38.88986, -76.95794
38°53'23" N, 76°57'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201595.0Functionally obsoleteGoodGoodSatisfactory101800
November 201395.0Functionally obsoleteGoodGoodSatisfactory101800
December 201195.0Functionally obsoleteSatisfactorySatisfactoryGood101800
October 200995.0Functionally obsoleteSatisfactorySatisfactoryGood101800
September 200793.0Functionally obsoleteSatisfactorySatisfactoryGood110400
March 200593.0Not deficientGoodVery GoodGood110400
April 200393.0Not deficientGoodVery GoodGood110400
April 200193.0Not deficientVery GoodVery GoodGood110400
December 199888.0Not deficientExcellentVery GoodVery Good110400
January 199760.0Functionally obsoleteFairFairSatisfactory110400
June 199446.0Structurally deficientFairPoorFair110400
February 199246.0Structurally deficientFairPoorFair110400
March 199046.0Structurally deficientFairPoorFair110400