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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 2014 

Status:Open, no restriction [A]
Average daily traffic:36,855 [as of 2007]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$68,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201476.6Functionally obsoleteGoodSatisfactoryGood36855
August 201276.6Functionally obsoleteGoodSatisfactoryGood36855
August 201076.6Functionally obsoleteGoodSatisfactoryGood36855
November 200976.6Functionally obsoleteGoodGoodGood36855
November 200776.6Functionally obsoleteGoodGoodGood36855
November 200576.6Functionally obsoleteGoodGoodGood36855
August 200376.6Functionally obsoleteGoodGoodGood36855
March 200276.6Functionally obsoleteGoodGoodGood36490
February 200077.0Functionally obsoleteGoodGoodGood33175
February 199877.0Functionally obsoleteVery GoodVery GoodGood33175
March 199577.8Not deficientGoodVery GoodGood33175
November 199274.8Not deficientGoodVery GoodGood33175
February 199177.8Not deficientVery GoodVery GoodGood33175