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LRD MILL ROAD over MENOMONEE RIVER

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

Facts 

Name:LRD MILL ROAD over MENOMONEE RIVER
Structure number:B40028700000000
Location:0.1M E JCT STH 100
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:113.9 ft. [34.7 m]
Total length:119.1 ft. [36.3 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:2,970 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:77.2 tons [70.2 metric tons]
Inventory rating:46.3 tons [42.1 metric tons]
Sufficiency rating:98.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201498.6Not deficientGoodVery GoodVery Good2970
August 201296.6Not deficientGoodVery GoodVery Good2970
August 201092.7Not deficientVery GoodVery GoodVery Good2795
July 200892.7Not deficientVery GoodVery GoodVery Good2795
October 200692.7Not deficientVery GoodExcellentExcellent2795