Share:

CANAL ST over I- 55 STEVENSON

Map 

Coordinates:
+41.84734, -87.63831
41°50'50" N, 87°38'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CANAL ST over I- 55 STEVENSON
Structure number:016113900000000
Old structure number:000016113926261 (from 1992 edition)
Location:0.3 M E I-94
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:56.1 ft. [17.1 m]
Total length:184.7 ft. [56.3 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2003
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:11,500 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:95.5 tons [86.8 metric tons]
Inventory rating:57.4 tons [52.2 metric tons]
Sufficiency rating:77.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$275,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201477.6Not deficientGoodVery GoodGood11500
December 201279.6Not deficientGoodVery GoodGood11500
January 201180.3Not deficientGoodVery GoodGood11500
February 200980.2Not deficientGoodVery GoodGood13200
July 200778.2Not deficientGoodVery GoodVery Good13200
July 200577.9Not deficientVery GoodVery GoodVery Good17509
July 200377.9Not deficientVery GoodVery GoodVery Good17509
December 200277.9Not deficientVery GoodExcellentVery Good17509
August 200174.9Functionally obsoleteFairSatisfactorySatisfactory17509
December 200074.9Functionally obsoleteFairSatisfactorySatisfactory17509
February 199874.9Functionally obsoleteFairSatisfactorySatisfactory17509
April 199674.9Functionally obsoleteFairGoodSatisfactory17509
February 199576.2Functionally obsoleteFairGoodSatisfactory17509
September 199376.2Functionally obsoleteFairGoodSatisfactory17509
August 199177.3Functionally obsoleteSatisfactoryGoodGood17509