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28TH STREET over FALLS ROAD, JONES FALLS,

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

Facts 

Name:28TH STREET over FALLS ROAD, JONES FALLS,
Structure number:200000BC3215010
Location:0.8 MI N NORTH AVE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:155.8 ft. [47.5 m]
Total length:755.9 ft. [230.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:85.0 ft. [25.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
Year reconstructed:1988
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:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,187 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:80.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$110,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201680.3FairGoodGoodSatisfactory-23187
December 201476.4FairGoodGoodSatisfactoryFO21200
December 201276.4FairGoodGoodSatisfactoryFO21200
December 201076.4FairGoodGoodSatisfactoryFO21200
May 200876.4FairGoodGoodSatisfactoryFO21200
September 200676.4FairGoodGoodSatisfactoryFO21200
January 200476.4FairGoodGoodSatisfactoryFO21200
March 200276.4FairGoodGoodSatisfactoryFO21030
February 200076.7FairGoodGoodSatisfactoryFO18449
February 199876.7FairVery GoodGoodSatisfactoryFO18449
April 199577.2FairVery GoodGoodSatisfactory-18449
November 199277.2FairVery GoodGoodSatisfactory-18449
May 199145.9FairVery GoodGoodSatisfactoryFO18449