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DRUID PARK LAKE DR over I-83 AND NORFOLK RAILROA

Map 

Coordinates:
+39.31833, -76.63000
39°19'06" N, 76°37'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DRUID PARK LAKE DR over I-83 AND NORFOLK RAILROA
Structure number:200000BC3205010
Location:0.4 MI N OF NORTH AVE
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:79.1 ft. [24.1 m]
Total length:448.2 ft. [136.6 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:10
Main spans material:Steel [3]
Main spans 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: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,400 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:72.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$52,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201572.8FairGoodSatisfactoryFairFO21400
December 201472.8FairGoodSatisfactoryFairFO21400
December 201372.8FairGoodSatisfactoryFairFO21400
December 201274.8FairGoodSatisfactoryFairFO21400
December 201179.0FairSatisfactorySatisfactoryFairFO21400
October 201090.5FairGoodSatisfactorySatisfactoryFO21400
March 201090.5FairGoodGoodSatisfactoryFO21400
May 200890.5FairGoodGoodSatisfactoryFO21400
June 200792.6FairGoodGoodSatisfactory-21400
November 200592.6FairGoodGoodSatisfactory-21400
December 200392.6FairGoodGoodSatisfactory-21400
January 200293.0FairGoodGoodSatisfactory-18449
February 200093.0FairGoodGoodSatisfactory-18449
February 199893.0GoodGoodGoodGood-18449
March 199590.9GoodGoodGoodGood-18449
November 199288.8GoodVery GoodVery GoodGood-18449
January 199183.6GoodVery GoodVery GoodGoodFO18449