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Eastern Avenue over Kenilworth Ave

Map 

Coordinates:
+38.91229, -76.93415
38°54'44" N, 76°56'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Eastern Avenue over Kenilworth Ave
Structure number:0045
Location:Eastern over Kenilworth
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:42.3 ft. [12.9 m]
Total length:89.6 ft. [27.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:180.1 ft. [54.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:2010
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 continuous [4]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:21,900 [as of 2007]
Truck traffic:2% 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:Basically intolerable requiring high priority of replacement [2]
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:105.8 tons [96.2 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Sufficiency rating:77.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201577.0Not deficientGoodVery GoodGood21900
March 201375.0Not deficientGoodVery GoodGood21900
March 201175.0Not deficientGoodGoodGood21900
February 200945.0Structurally deficientPoorPoorFair21900
February 200747.0Structurally deficientFairPoorFair26300
January 200547.0Structurally deficientFairPoorFair26300
October 200247.0Structurally deficientFairPoorFair26300
June 200160.0Functionally obsoleteFairFairFair26300
June 199961.0Functionally obsoleteSatisfactoryFairFair26300
February 199748.0Structurally deficientSatisfactoryPoorFair26300
March 199272.0Functionally obsoleteSatisfactorySatisfactorySatisfactory26300
March 199072.0Functionally obsoleteSatisfactorySatisfactorySatisfactory26300