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STH 100 SB-LOVERS over LITTLE MENOMONEE RIVER

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

Facts 

Name:STH 100 SB-LOVERS over LITTLE MENOMONEE RIVER
Structure number:B40034500000000
Location:0.7M S JCT CTH E (G)
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.2 ft. [15.3 m]
Total length:125.3 ft. [38.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1968
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,900 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 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: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 condition. [5]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:68.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,022,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201668.6FairFairFairSatisfactoryFO5900
October 201468.7FairFairFairSatisfactoryFO4400
October 201248.5PoorPoorPoorSatisfactorySD4400
October 201097.0FairSatisfactorySatisfactorySatisfactory-5200
October 200897.0FairSatisfactorySatisfactorySatisfactory-5200
October 200697.0FairSatisfactorySatisfactorySatisfactory-5110
October 200497.0FairSatisfactorySatisfactorySatisfactory-5110
October 200297.0FairSatisfactorySatisfactorySatisfactory-5110
November 200097.0FairSatisfactorySatisfactorySatisfactory-5200
July 199997.0FairSatisfactorySatisfactorySatisfactory-13730
August 199885.0FairFairFairSatisfactory-13730
April 199684.3FairFairFairSatisfactory-13730
February 199684.2FairFairFairSatisfactory-13730
January 199584.2FairFairFairSatisfactory-13730
April 199396.2FairSatisfactorySatisfactorySatisfactory-4700
February 199395.2FairFairSatisfactorySatisfactory-4700
April 199195.2FairFairSatisfactorySatisfactory-4700