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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 2014 

Status:Open, no restriction [A]
Average daily traffic:6,030 [as of 2011]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201464.6Functionally obsoleteSatisfactoryFairSatisfactory6030
May 201262.6Functionally obsoleteSatisfactoryFairSatisfactory6030
April 201060.8Functionally obsoleteSatisfactoryFairSatisfactory10200
July 200960.8Functionally obsoleteSatisfactoryFairSatisfactory10200
March 200860.8Functionally obsoleteSatisfactoryFairSatisfactory10200
February 200660.8Functionally obsoleteSatisfactoryFairSatisfactory10200
October 200460.8Functionally obsoleteSatisfactoryFairSatisfactory10200
November 200272.3Functionally obsoleteSatisfactorySatisfactorySatisfactory9600
August 200072.3Functionally obsoleteSatisfactorySatisfactorySatisfactory9600
October 199872.1Functionally obsoleteSatisfactorySatisfactorySatisfactory10400
January 199772.1Functionally obsoleteSatisfactorySatisfactorySatisfactory10400
September 199472.0Functionally obsoleteSatisfactorySatisfactorySatisfactory10400
September 199272.0Not deficientSatisfactorySatisfactorySatisfactory10400
November 199072.0Not deficientSatisfactorySatisfactorySatisfactory10400