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I-83 over JONES FALLS

Map 

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

Facts 

Name:I-83 over JONES FALLS
Structure number:200000BC3118010
Location:0.3 MI N COLD SPRING LANE
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 2015 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$113,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201582.1Functionally obsoleteSatisfactorySatisfactoryGood23800
January 201482.1Functionally obsoleteSatisfactorySatisfactoryGood23800
January 201382.8Functionally obsoleteGoodSatisfactoryGood23800
January 201282.8Functionally obsoleteGoodGoodGood23800
January 201182.8Functionally obsoleteGoodGoodGood23800
March 201082.8Functionally obsoleteGoodGoodGood23800
July 200882.8Functionally obsoleteGoodGoodGood23800
June 200782.8Functionally obsoleteGoodGoodGood23800
December 200582.8Functionally obsoleteGoodGoodGood23800
November 200382.8Functionally obsoleteGoodGoodGood23800
December 200183.6Functionally obsoleteGoodGoodGood20499
November 199983.6Functionally obsoleteGoodGoodGood20499
January 199883.6Functionally obsoleteGoodGoodGood20499
March 199583.8Not deficientGoodGoodGood20499
October 199283.8Not deficientVery GoodVery GoodVery Good20499
October 199034.6Functionally obsoleteVery GoodVery GoodVery Good20499