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LRD S 6TH ST over SOUTH MENOMONEE CANAL

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD S 6TH ST over SOUTH MENOMONEE CANAL
Structure number:B400413000B0000
Location:0.1M S JCT CANAL ST
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:133.9 ft. [40.8 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:2002
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:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:17,978 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:90.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201490.6Not deficientGoodGoodGood17978
May 201388.3Not deficientGoodGoodGood14077
May 201288.3Not deficientGoodGoodGood14077
September 201087.6Not deficientGoodGoodGood17750
October 200987.6Not deficientVery GoodGoodGood17750
December 200887.6Not deficientVery GoodGoodGood17750
May 200787.6Not deficientVery GoodVery GoodVery Good17750
June 200687.6Not deficientGoodGoodGood17750
June 200592.6Not deficientVery GoodVery GoodVery Good17750
October 200492.6Not deficientVery GoodVery GoodVery Good17750
200092.6Not deficient---17750