Share:

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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,766 [as of 2016]
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]
Pier/abutment protection:Navigation protection not required [1]
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]
Sufficiency rating:80.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$235,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201680.4FairSatisfactorySatisfactoryGoodFO4766
May 201477.2FairSatisfactorySatisfactoryGoodFO4358
May 201278.2FairSatisfactorySatisfactoryGoodFO4358
May 201078.2GoodGoodGoodGoodFO4358
February 200878.2GoodGoodGoodGoodFO4358
November 200578.3GoodGoodGoodGoodFO4150
November 200378.3GoodGoodGoodGoodFO4150
December 200178.3GoodGoodGoodGoodFO3647
November 199978.3GoodGoodGoodGoodFO3647
December 199778.3GoodGoodGoodGoodFO3647
January 199778.3GoodGoodGoodGoodFO3647
February 199577.3GoodGoodGoodGood-3647
October 199286.0GoodGoodGoodGood-1229
October 199086.0GoodVery GoodVery GoodGood-1229