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MD 6 over WARDS RUN

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 6 over WARDS RUN
Structure number:100000080013010
Location:0.34 M W OF HILLTOP ROAD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1987
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,302 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:76.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$158,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.2FairSatisfactorySatisfactorySatisfactoryFO3302
August 201476.2FairSatisfactorySatisfactorySatisfactoryFO3302
July 201276.2FairSatisfactorySatisfactorySatisfactoryFO3302
July 201076.2FairSatisfactorySatisfactorySatisfactoryFO3302
July 200875.5FairSatisfactorySatisfactorySatisfactoryFO3812
June 200776.4FairSatisfactorySatisfactorySatisfactoryFO3150
June 200676.4FairSatisfactorySatisfactorySatisfactoryFO3150
July 200576.4FairSatisfactorySatisfactorySatisfactoryFO3150
July 200476.4FairSatisfactorySatisfactorySatisfactoryFO3150
July 200376.4FairSatisfactorySatisfactorySatisfactoryFO3150
July 200277.3FairSatisfactorySatisfactorySatisfactoryFO2575
June 200077.3FairSatisfactorySatisfactorySatisfactoryFO2575
June 199877.3FairSatisfactorySatisfactorySatisfactoryFO2575
April 199680.5FairSatisfactorySatisfactorySatisfactory-1800
October 199380.5FairGoodSatisfactorySatisfactory-1800
November 199162.9FairSatisfactorySatisfactoryFair-1800