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LRD MUSSER DRIVE over BR MUSSER CREEK

Map

Coordinates:
+45.71431, -90.24447
45°42'52" N, 90°14'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD MUSSER DRIVE over BR MUSSER CREEK
Structure number:B50007300000000
Location:0.8M W JCT CTH H
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:28.5 ft. [8.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
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:60 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:70.1 tons [63.7 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 2016100.0GoodGoodGoodGood-60
August 2014100.0GoodVery GoodVery GoodVery Good-60
August 201298.0GoodVery GoodExcellentExcellent-60
August 2010100.0GoodVery GoodExcellentExcellent-60
August 2008100.0GoodVery GoodExcellentExcellent-60
August 2006100.0GoodVery GoodExcellentExcellent-60
July 2005100.0GoodExcellentExcellentExcellent-60