Share:

KENILWORTH AVE over WATTS BRANCH

Map 

Coordinates:
+38.90170, -76.94446
38°54'06" N, 76°56'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KENILWORTH AVE over WATTS BRANCH
Structure number:0019-1(HIGH)
Location:OVER WATTS BRANCH, N.E.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:49.9 ft. [15.2 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:110.9 ft. [33.8 m]
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]
Main span material:Steel [3]
Main span 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:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:73.8 tons [67.1 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 2014100.0Not deficientGoodGoodGood102600
September 2012100.0Not deficientVery GoodVery GoodGood102600
August 201099.0Not deficientVery GoodVery GoodGood102600
February 200788.0Not deficientSatisfactorySatisfactoryFair102600
February 200599.0Not deficientSatisfactorySatisfactorySatisfactory117000
March 200399.0Not deficientSatisfactorySatisfactorySatisfactory117000
April 200199.0Not deficientGoodGoodSatisfactory117000
April 199894.0Not deficientGoodGoodSatisfactory117000
October 199694.0Not deficientGoodGoodSatisfactory117000
March 199492.0Not deficientGoodGoodSatisfactory117000
January 199292.0Not deficientGoodGoodGood117000