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LRD PLANKINTON AVE over MENOMONEE RIVER

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

Facts 

Name:LRD PLANKINTON AVE over MENOMONEE RIVER
Structure number:P40053900000000
Location:0.2M S JCT IH 794
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:128.9 ft. [39.3 m]
Total length:187.0 ft. [57.0 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:Movable - Bascule [16]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,100 [as of 2015]
Deck condition:Satisfactory [6 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: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:53.9 tons [49.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:64.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,472,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201664.6FairSatisfactoryFairSatisfactoryFO6100
April 201464.6FairSatisfactoryFairSatisfactoryFO6030
May 201262.6FairSatisfactoryFairSatisfactoryFO6030
April 201060.8FairSatisfactoryFairSatisfactoryFO10200
July 200960.8FairSatisfactoryFairSatisfactoryFO10200
March 200860.8FairSatisfactoryFairSatisfactoryFO10200
February 200660.8FairSatisfactoryFairSatisfactoryFO10200
October 200460.8FairSatisfactoryFairSatisfactoryFO10200
November 200272.3FairSatisfactorySatisfactorySatisfactoryFO9600
August 200072.3FairSatisfactorySatisfactorySatisfactoryFO9600
October 199872.1FairSatisfactorySatisfactorySatisfactoryFO10400
January 199772.1FairSatisfactorySatisfactorySatisfactoryFO10400
September 199472.0FairSatisfactorySatisfactorySatisfactoryFO10400
September 199272.0FairSatisfactorySatisfactorySatisfactory-10400
November 199072.0FairSatisfactorySatisfactorySatisfactory-10400