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WILKENS AVE over CSX RAILROAD

Map 

Coordinates:
+39.27758, -76.66034
39°16'39" N, 76°39'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILKENS AVE over CSX RAILROAD
Structure number:200000BC5203010
Location:0.1 MI W OF BRUNSWICK ST
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:41.0 ft. [12.5 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:72.2 ft. [22.0 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,264 [as of 2016]
Truck traffic:8% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:95.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$20,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201695.1GoodGoodGoodGood-9264
April 201494.2GoodGoodGoodGood-18400
April 201294.2FairGoodGoodSatisfactory-18400
April 201094.2FairGoodGoodSatisfactory-18400
March 200894.2FairGoodGoodSatisfactory-18400
March 200694.2FairGoodVery GoodSatisfactory-18400
March 200494.2FairGoodVery GoodSatisfactory-18400
November 200394.2GoodGoodGoodGood-18400
December 200194.3GoodGoodGoodGood-18204
January 200094.4GoodGoodGoodGood-16400
January 199894.4GoodGoodGoodGood-16400
June 199595.8GoodGoodGoodGood-16400
October 199278.1GoodGoodGoodGood-20704
January 199172.9GoodExcellentExcellentExcellentFO20704