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LRD WEST BRADLEY R over LITTLE MENOMONEE RIVER

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

Facts 

Name:LRD WEST BRADLEY R over LITTLE MENOMONEE RIVER
Structure number:B40062700000000
Location:1.8M E JCT STH 145
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:54.5 ft. [16.6 m]
Total length:58.4 ft. [17.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Skew angle:11°
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:12,430 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.7 tons [58.8 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:78.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$535,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201478.8Not deficientVery GoodVery GoodVery Good12430
June 201276.8Not deficientVery GoodVery GoodVery Good12430
May 201098.4Not deficientVery GoodVery GoodVery Good11400
May 200898.4Not deficientVery GoodVery GoodVery Good11400
November 200678.9Not deficientExcellentExcellentExcellent11400