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STH 100 NB-N LOVER over LITTLE MENOMONEE RIVER

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

Facts 

Name:STH 100 NB-N LOVER over LITTLE MENOMONEE RIVER
Structure number:B40034400000000
Location:1.2M N JCT STH 190 (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:Low slump Concrete [4]

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 the assessed or calculated scour condition. [8]
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 201086.5PoorPoorSatisfactorySatisfactorySD5800
October 200886.5PoorPoorSatisfactorySatisfactorySD5800
October 200686.5PoorPoorSatisfactorySatisfactorySD5700
October 200489.5FairSatisfactorySatisfactorySatisfactory-5700
October 200289.5FairSatisfactorySatisfactorySatisfactory-5700
November 200089.5FairSatisfactorySatisfactorySatisfactory-6100
July 199989.5FairSatisfactorySatisfactorySatisfactory-13730
August 199878.5FairSatisfactoryFairSatisfactory-13730
April 199678.5FairSatisfactoryFairSatisfactory-13730
February 199678.5FairSatisfactoryFairSatisfactory-13730
January 199578.5FairSatisfactoryFairSatisfactory-13730
April 199378.5FairSatisfactoryFairSatisfactory-5360
February 199361.5PoorFairPoorSatisfactory-5360
April 199161.5PoorFairPoorSatisfactory-5360