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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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,900 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:79.0
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201679.0GoodGoodVery GoodGoodFO10900
June 201478.8GoodVery GoodVery GoodVery Good-12430
June 201276.8GoodVery GoodVery GoodVery Good-12430
May 201098.4GoodVery GoodVery GoodVery Good-11400
May 200898.4GoodVery GoodVery GoodVery Good-11400
November 200678.9GoodExcellentExcellentExcellent-11400