+39.34789, -76.64649
39°20'52" N, 76°38'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-83 over JONES FALLS
Structure number:200000BC3118010
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.2 ft. [22.3 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:109.3 ft. [33.3 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1962
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 [3]
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: January 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,800 [as of 2007]
Truck traffic:10% 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:82.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$113,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201782.1FairSatisfactorySatisfactoryGoodFO23800
January 201582.1FairSatisfactorySatisfactoryGoodFO23800
January 201482.1FairSatisfactorySatisfactoryGoodFO23800
January 201382.8FairGoodSatisfactoryGoodFO23800
January 201282.8GoodGoodGoodGoodFO23800
January 201182.8GoodGoodGoodGoodFO23800
March 201082.8GoodGoodGoodGoodFO23800
July 200882.8GoodGoodGoodGoodFO23800
June 200782.8GoodGoodGoodGoodFO23800
December 200582.8GoodGoodGoodGoodFO23800
November 200382.8GoodGoodGoodGoodFO23800
December 200183.6GoodGoodGoodGoodFO20499
November 199983.6GoodGoodGoodGoodFO20499
January 199883.6GoodGoodGoodGoodFO20499
March 199583.8GoodGoodGoodGood-20499
October 199283.8GoodVery GoodVery GoodVery Good-20499
October 199034.6GoodVery GoodVery GoodVery GoodFO20499