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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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:16,525 [as of 2007]
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:81.8 tons [74.4 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:95.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$66,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201495.6Not deficientSatisfactorySatisfactorySatisfactory16525
July 201295.6Not deficientGoodSatisfactoryGood16525
July 201095.6Not deficientGoodSatisfactoryGood16525
May 200895.6Not deficientGoodSatisfactoryGood16525
February 200895.6Not deficientGoodSatisfactoryGood16525
January 200695.6Not deficientGoodSatisfactoryGood16525
February 200495.6Not deficientGoodSatisfactoryGood16525
October 200395.6Not deficientGoodGoodGood16525
November 200195.6Not deficientGoodGoodGood16358
December 200195.9Not deficientGoodGoodGood14349
December 199995.9Not deficientGoodGoodGood14349
February 199895.9Not deficientGoodGoodGood14349
March 199595.8Not deficientGoodGoodGood14349
October 199295.8Not deficientGoodGoodGood14349
October 199195.8Not deficientGoodGoodGood14349