+39.36784, -76.65099
39°22'04" N, 76°39'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-83 over WESTERN RUN
Structure number:200000BC3125010
Location:0.1 MI N OF KELLY AVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:92.9 ft. [28.3 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:89.9 ft. [27.4 m]
Deck width edge-to-edge:109.6 ft. [33.4 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1959
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:29,900 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:48.8 tons [44.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:88.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$160,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201488.5Not deficientGoodSatisfactorySatisfactory29900
July 201288.5Not deficientGoodSatisfactorySatisfactory29900
July 201088.5Not deficientGoodSatisfactoryGood29900
February 200888.5Not deficientGoodSatisfactoryGood29900
December 200588.5Not deficientGoodSatisfactoryGood29900
October 200388.5Not deficientGoodSatisfactoryGood29900
December 200189.2Not deficientVery GoodGoodVery Good25727
November 199989.2Not deficientVery GoodGoodVery Good25727
February 199889.2Not deficientVery GoodGoodVery Good25727
March 199588.9Not deficientVery GoodGoodVery Good25727
October 199288.9Not deficientVery GoodGoodVery Good25727
October 199088.9Not deficientVery GoodVery GoodVery Good25727