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LRD W CHERRY ST over MILWAUKEE RIVER

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

Facts 

Name:LRD W CHERRY ST over MILWAUKEE RIVER
Structure number:P40086400000000
Location:0.3M N JCT USH 18
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:103.0 ft. [31.4 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:12.1 ft. [3.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
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:Poor
Status:Open, no restriction [A]
Average daily traffic:2,908 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:66.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,778,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201666.4PoorFairPoorPoorSD2908
April 201547.1PoorFairFairPoorSD2908
May 201448.2PoorSatisfactoryFairPoorSD2563
May 201244.9PoorGoodSatisfactoryPoorSD3600
April 201070.3FairVery GoodSatisfactoryGoodFO3600
June 200970.3FairVery GoodSatisfactoryGoodFO3600
April 200870.3FairVery GoodSatisfactoryGoodFO3600
June 200670.3FairVery GoodSatisfactoryGoodFO3600
October 200465.3PoorSeriousSatisfactoryGoodSD3600
October 200245.5PoorSeriousSatisfactoryPoorSD3900
August 200049.7PoorPoorSatisfactoryPoorSD3900
July 199843.1PoorSatisfactorySatisfactoryPoorSD2800
January 199743.1PoorSatisfactorySatisfactoryPoorSD2800
September 199443.0PoorSatisfactorySatisfactoryPoorSD2800
August 199242.0PoorFairSatisfactoryPoorSD2800
November 199042.0PoorFairPoorPoorSD2800