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KENILWORTH AVE over BURROUGHS AVE & RAMP

Map 

Coordinates:
+38.90226, -76.94402
38°54'08" N, 76°56'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KENILWORTH AVE over BURROUGHS AVE & RAMP
Structure number:0019
Location:BURROUGHS&KENILWORTH
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:125.0 ft. [38.1 m]
Total length:252.0 ft. [76.8 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:110.9 ft. [33.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:2009
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:102,600 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201498.0Not deficientGoodVery GoodGood102600
September 201298.0Not deficientGoodGoodGood102600
August 201098.0Not deficientGoodGoodGood102600
September 200639.0Structurally deficientSatisfactoryCriticalFair102600
August 200439.0Structurally deficientGoodCriticalSatisfactory117000
July 200239.0Structurally deficientGoodCriticalSatisfactory117000
March 200037.0Structurally deficientGoodCriticalSatisfactory117000
April 199835.0Structurally deficientGoodCriticalSatisfactory117000
October 199635.0Structurally deficientGoodCriticalSatisfactory117000
March 199439.0Structurally deficientGoodCriticalSatisfactory117000
February 199495.0Not deficientGoodGoodSatisfactory117000
February 199291.0Functionally obsoleteGoodGoodGood117000