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LRD HOLTON ST over LRD MILWAUKEE RIVER

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

Facts 

Name:LRD HOLTON ST over LRD MILWAUKEE RIVER
Structure number:P40087500000000
Location:0.6M N JCT STH 32
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:96.1 ft. [29.3 m]
Total length:955.4 ft. [291.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:77.8 ft. [23.7 m]
Vertical clearance below bridge:12.5 ft. [3.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1926
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:15
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:11,267 [as of 2013]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances 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: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:46.8 tons [42.5 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:63.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,074,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201563.7Structurally deficientFairFairPoor11267
September 201380.3Functionally obsoleteFairFairFair11267
September 201172.9Functionally obsoleteFairFairFair8200
November 200970.8Functionally obsoleteFairFairFair8200
October 200770.8Functionally obsoleteFairFairFair8200
November 200586.1Not deficientFairSatisfactorySatisfactory8200
June 200486.1Not deficientFairSatisfactorySatisfactory8200
October 200263.7Functionally obsoleteFairGoodSatisfactory8200
September 200066.7Functionally obsoleteSatisfactoryGoodSatisfactory8200
June 199864.5Functionally obsoleteSatisfactoryGoodSatisfactory8900
January 199766.6Functionally obsoleteSatisfactoryVery GoodSatisfactory8900
November 199470.5Functionally obsoleteSatisfactoryVery GoodSatisfactory8900
September 199270.5Functionally obsoleteSatisfactoryVery GoodSatisfactory8900
November 199070.5Functionally obsoleteSatisfactoryVery GoodSatisfactory8900