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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 2016 

Good/Fair/Poor Condition:Fair
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]
Inventory rating:60.8 tons [55.3 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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201688.3FairGoodGoodSatisfactory-16520
August 201488.3FairGoodGoodSatisfactory-16520
May 201288.3FairGoodGoodSatisfactory-16520
May 201086.3FairGoodGoodSatisfactory-16520
January 201086.3FairGoodGoodSatisfactory-16520
December 200886.3FairGoodGoodSatisfactory-16520
December 200786.3FairGoodGoodSatisfactory-16520
March 200686.3FairGoodGoodSatisfactory-16520
December 200586.3FairGoodGoodSatisfactory-16520
December 200386.3FairGoodGoodSatisfactory-16520
November 200386.3FairGoodGoodSatisfactory-16520
March 200288.3FairGoodGoodSatisfactory-16358
March 200088.5GoodGoodGoodGood-14349
March 199888.5GoodGoodGoodGood-14349
March 199588.8GoodGoodGoodGood-14349
October 199290.8GoodGoodGoodGood-14349
April 199190.8GoodGoodGoodVery Good-14349