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KELLY AVENUE over I-83, JONES FALLS & MTA

Map 

Coordinates:
+39.36667, -76.65167
39°22'00" N, 76°39'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KELLY AVENUE over I-83, JONES FALLS & MTA
Structure number:200000BC3406010
Location:KELLY AVE AND FALLS RD
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:127.0 ft. [38.7 m]
Total length:789.1 ft. [240.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:16
Main spans material:Steel continuous [4]
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: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,716 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:72.4 tons [65.8 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:74.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$130,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201674.3FairFairSatisfactorySatisfactoryFO8716
August 201474.3FairFairSatisfactorySatisfactoryFO8716
September 201274.4FairFairSatisfactorySatisfactoryFO8210
September 201075.4FairSatisfactorySatisfactorySatisfactoryFO8210
October 200875.4FairSatisfactorySatisfactorySatisfactoryFO8210
February 200879.5FairSatisfactorySatisfactorySatisfactoryFO8210
November 200579.5FairSatisfactorySatisfactorySatisfactoryFO8210
October 200379.5FairSatisfactorySatisfactorySatisfactoryFO8210
January 200279.7FairGoodSatisfactorySatisfactoryFO7072
December 199979.7FairGoodSatisfactorySatisfactoryFO7072
December 199779.7FairGoodSatisfactorySatisfactoryFO7072
January 199779.7FairGoodSatisfactorySatisfactoryFO7072
February 199579.6FairGoodSatisfactorySatisfactoryFO7072
November 199079.6GoodGoodGoodGoodFO7072