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PRATT STREET over JONES FALLS

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

Facts 

Name:PRATT STREET over JONES FALLS
Structure number:200000BC1209010
Location:0.3 MI E GAY ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:102.0 ft. [31.1 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,956 [as of 2016]
Truck traffic:5% 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:87.3 tons [79.4 metric tons]
Inventory rating:52.4 tons [47.6 metric tons]
Sufficiency rating:76.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$68,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201676.4FairGoodSatisfactoryGoodFO37956
August 201476.6FairGoodSatisfactoryGoodFO36855
August 201276.6FairGoodSatisfactoryGoodFO36855
August 201076.6FairGoodSatisfactoryGoodFO36855
November 200976.6GoodGoodGoodGoodFO36855
November 200776.6GoodGoodGoodGoodFO36855
November 200576.6GoodGoodGoodGoodFO36855
August 200376.6GoodGoodGoodGoodFO36855
March 200276.6GoodGoodGoodGoodFO36490
February 200077.0GoodGoodGoodGoodFO33175
February 199877.0GoodVery GoodVery GoodGoodFO33175
March 199577.8GoodGoodVery GoodGood-33175
November 199274.8GoodGoodVery GoodGood-33175
February 199177.8GoodVery GoodVery GoodGood-33175