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BALTIMORE STREET over GWYNNS FALLS, CSX

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

Facts 

Name:BALTIMORE STREET over GWYNNS FALLS, CSX
Structure number:200000BC2402010
Location:0.2 MI E HILTON PKWY
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Local (Urban) [19]
Length of largest span:113.9 ft. [34.7 m]
Total length:326.1 ft. [99.4 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:55.8 ft. [17.0 m]
Vertical clearance below bridge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,375 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:73.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$50,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201673.8FairGoodSatisfactoryGoodFO9375
April 201473.9GoodGoodGoodGoodFO8570
April 201273.9GoodGoodGoodGoodFO8570
April 201080.0GoodGoodGoodGoodFO8570
April 200880.0GoodGoodGoodGoodFO8570
April 200680.0GoodGoodGoodGood-8570
March 200480.0GoodGoodGoodGood-8570
November 200380.0GoodVery GoodGoodGood-8570
December 200129.4FairGoodSatisfactoryGoodSD13427
December 19993.0PoorPoorPoorPoorSD13427
December 19973.0PoorPoorPoorPoor-13427
January 19973.0PoorPoorPoorPoor-13427
March 19953.0PoorPoorPoorPoor-13427
October 199247.6PoorPoorPoorPoor-13427
November 19902.0Poor-SeriousFairSD13427