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I-83 over ON RAMP FROM FALLS ROAD

Map 

Coordinates:
+39.32492, -76.63419
39°19'30" N, 76°38'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-83 over ON RAMP FROM FALLS ROAD
Structure number:200000BC3112010
Location:JFX OVER FALLS RD ON RAMP
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:68.9 ft. [21.0 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:105.0 ft. [32.0 m]
Deck width edge-to-edge:108.3 ft. [33.0 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1959
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:109,101 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:72.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$40,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201572.0Not deficientGoodFairSatisfactory109101
December 201472.0Not deficientGoodFairSatisfactory109101
December 201381.1Not deficientGoodFairSatisfactory23810
December 201281.1Not deficientGoodFairSatisfactory23810
December 201181.1Not deficientGoodFairSatisfactory23810
December 201092.6Not deficientGoodGoodSatisfactory23810
December 200992.6Not deficientGoodGoodSatisfactory23810
December 200792.6Not deficientGoodGoodSatisfactory23810
June 200792.6Not deficientGoodGoodSatisfactory23810
January 200692.6Not deficientGoodGoodSatisfactory23810
November 200392.6Not deficientGoodGoodSatisfactory23575
February 200293.1Not deficientGoodSatisfactoryGood20499
February 200093.0Not deficientGoodSatisfactoryGood20499
February 199893.0Not deficientGoodSatisfactoryGood20499
September 199590.8Not deficientGoodVery GoodGood20499
January 199390.8Not deficientGoodVery GoodGood20499
November 199076.1Not deficientVery GoodVery GoodVery Good20499