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WASHINGTON BOULEVA over GWYNNS FALLS

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

Facts 

Name:WASHINGTON BOULEVA over GWYNNS FALLS
Structure number:200000BC5219010
Location:0.5 MI W MONROE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:67.9 ft. [20.7 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:16,525 [as of 2015]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:95.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$413,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201695.6FairSatisfactorySatisfactorySatisfactory-16525
July 201495.6FairSatisfactorySatisfactorySatisfactory-16525
July 201295.6FairGoodSatisfactoryGood-16525
July 201095.6FairGoodSatisfactoryGood-16525
May 200895.6FairGoodSatisfactoryGood-16525
February 200895.6FairGoodSatisfactoryGood-16525
January 200695.6FairGoodSatisfactoryGood-16525
February 200495.6FairGoodSatisfactoryGood-16525
October 200395.6GoodGoodGoodGood-16525
December 200195.9GoodGoodGoodGood-14349
November 200195.6GoodGoodGoodGood-16358
December 199995.9GoodGoodGoodGood-14349
February 199895.9GoodGoodGoodGood-14349
March 199595.8GoodGoodGoodGood-14349
October 199295.8GoodGoodGoodGood-14349
October 199195.8GoodGoodGoodGood-14349