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WINDSOR MILL ROAD over GWYNNS FALLS

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WINDSOR MILL ROAD over GWYNNS FALLS
Structure number:200000BC2211010
Location:0.3 MI WEST CLIFTON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:80.1 ft. [24.4 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1887
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,504 [as of 2015]
Truck traffic:5% of total traffic
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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:65.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$54,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201665.0Fair-SatisfactoryFairFO20504
September 201477.2Fair-SatisfactoryFair-23800
September 201277.2Fair-SatisfactoryFair-23800
September 201077.2Fair-SatisfactoryFair-23800
October 200977.2Fair-SatisfactoryFair-23800
October 200777.2FairSatisfactorySatisfactoryFair-23800
October 200577.2FairSatisfactorySatisfactoryFair-23800
October 200376.2FairSatisfactorySatisfactoryFair-23800
February 200276.6FairSatisfactorySatisfactoryFair-20499
March 200087.9FairSatisfactorySatisfactorySatisfactory-20499
February 199887.9FairSatisfactorySatisfactorySatisfactory-20499
February 199588.3FairSatisfactorySatisfactorySatisfactory-20499
October 199291.3Fair-GoodSatisfactory-20499
November 199090.3Fair-GoodSatisfactory-20499