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LRD S BAD AXE RD over S FK BAD AXE RIVER

Map 

Coordinates:
+43.51315, -91.07000
43°30'47" N, 91°04'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD S BAD AXE RD over S FK BAD AXE RIVER
Structure number:B62018900000000
Location:0.9M W JCT CTH N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:46.9 ft. [14.3 m]
Total length:49.5 ft. [15.1 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:2001
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: May 2016 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 2015]
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 minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201699.9Not deficientGoodGoodGood80
May 201497.9Not deficientGoodGoodGood75
May 201297.9Not deficientGoodGoodVery Good75
May 201097.9Not deficientGoodVery GoodVery Good75
May 200897.9Not deficientGoodVery GoodVery Good75
May 200695.9Not deficientExcellentExcellentExcellent75
May 200495.9Not deficientExcellentExcellentExcellent75
November 200195.9Not deficientExcellentExcellentExcellent75