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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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2012]
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:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,022,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201468.7Functionally obsoleteFairFairSatisfactory4400
October 201248.5Structurally deficientPoorPoorSatisfactory4400
October 201086.5Structurally deficientPoorSatisfactorySatisfactory5800
October 200886.5Structurally deficientPoorSatisfactorySatisfactory5800
October 200686.5Structurally deficientPoorSatisfactorySatisfactory5700
October 200489.5Not deficientSatisfactorySatisfactorySatisfactory5700
October 200289.5Not deficientSatisfactorySatisfactorySatisfactory5700
November 200089.5Not deficientSatisfactorySatisfactorySatisfactory6100
July 199989.5Not deficientSatisfactorySatisfactorySatisfactory13730
August 199878.5Not deficientSatisfactoryFairSatisfactory13730
April 199678.5Not deficientSatisfactoryFairSatisfactory13730
February 199678.5Not deficientSatisfactoryFairSatisfactory13730
January 199578.5Not deficientSatisfactoryFairSatisfactory13730
April 199378.5Not deficientSatisfactoryFairSatisfactory5360
February 199361.5Not deficientFairPoorSatisfactory5360
April 199161.5Not deficientFairPoorSatisfactory5360