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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 2014 

Status:Open, no restriction [A]
Average daily traffic:75 [as of 2012]
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:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
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