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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$52,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201572.8Functionally obsoleteGoodSatisfactoryFair21400
December 201472.8Functionally obsoleteGoodSatisfactoryFair21400
December 201372.8Functionally obsoleteGoodSatisfactoryFair21400
December 201274.8Functionally obsoleteGoodSatisfactoryFair21400
December 201179.0Functionally obsoleteSatisfactorySatisfactoryFair21400
October 201090.5Functionally obsoleteGoodSatisfactorySatisfactory21400
March 201090.5Functionally obsoleteGoodGoodSatisfactory21400
May 200890.5Functionally obsoleteGoodGoodSatisfactory21400
June 200792.6Not deficientGoodGoodSatisfactory21400
November 200592.6Not deficientGoodGoodSatisfactory21400
December 200392.6Not deficientGoodGoodSatisfactory21400
January 200293.0Not deficientGoodGoodSatisfactory18449
February 200093.0Not deficientGoodGoodSatisfactory18449
February 199893.0Not deficientGoodGoodGood18449
March 199590.9Not deficientGoodGoodGood18449
November 199288.8Not deficientVery GoodVery GoodGood18449
January 199183.6Functionally obsoleteVery GoodVery GoodGood18449