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WILKENS AVENUE over AMTRAK

Map 

Coordinates:
+39.27126, -76.67921
39°16'17" N, 76°40'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILKENS AVENUE over AMTRAK
Structure number:200000BC5220010
Location:0.7 MI W OF CATON AVENUE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:110.9 ft. [33.8 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:70.5 ft. [21.5 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Skew angle:54°
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:16,520 [as of 2014]
Truck traffic:20% 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:68.9 tons [62.6 metric tons]
Sufficiency rating:88.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$30,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201488.3Not deficientGoodGoodSatisfactory16520
May 201288.3Not deficientGoodGoodSatisfactory16520
May 201086.3Not deficientGoodGoodSatisfactory16520
January 201086.3Not deficientGoodGoodSatisfactory16520
December 200786.3Not deficientGoodGoodSatisfactory16520
December 200886.3Not deficientGoodGoodSatisfactory16520
March 200686.3Not deficientGoodGoodSatisfactory16520
December 200586.3Not deficientGoodGoodSatisfactory16520
December 200386.3Not deficientGoodGoodSatisfactory16520
November 200386.3Not deficientGoodGoodSatisfactory16520
March 200288.3Not deficientGoodGoodSatisfactory16358
March 200088.5Not deficientGoodGoodGood14349
March 199888.5Not deficientGoodGoodGood14349
March 199588.8Not deficientGoodGoodGood14349
October 199290.8Not deficientGoodGoodGood14349
April 199190.8Not deficientGoodGoodVery Good14349