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UNION AVENUE over JONES FALLS

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

Facts 

Name:UNION AVENUE over JONES FALLS
Structure number:200000BC3510010
Location:0.2 MI S 41ST ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:95.1 ft. [29.0 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:1987
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:4,358 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$92,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201477.2Functionally obsoleteSatisfactorySatisfactoryGood4358
May 201278.2Functionally obsoleteSatisfactorySatisfactoryGood4358
May 201078.2Functionally obsoleteGoodGoodGood4358
February 200878.2Functionally obsoleteGoodGoodGood4358
November 200578.3Functionally obsoleteGoodGoodGood4150
November 200378.3Functionally obsoleteGoodGoodGood4150
December 200178.3Functionally obsoleteGoodGoodGood3647
November 199978.3Functionally obsoleteGoodGoodGood3647
December 199778.3Functionally obsoleteGoodGoodGood3647
January 199778.3Functionally obsoleteGoodGoodGood3647
February 199577.3Not deficientGoodGoodGood3647
October 199286.0Not deficientGoodGoodGood1229
October 199086.0Not deficientVery GoodVery GoodGood1229