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LRD NESBIT RD over BADGER MILL CREEK

Map

Coordinates:
+43.00147, -89.49944
43°00'05" N, 89°29'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD NESBIT RD over BADGER MILL CREEK
Structure number:B13055800000000
Location:0.3M N JCT USH 18
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:36.1 ft. [11.0 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,764 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:81.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2016Good7 out of 10776481.0
October 2014Good7 out of 10765081.1
November 2012Good8 out of 10765078.1
December 2010Good9 out of 10655078.6
November 2008Good9 out of 10665078.6
October 2006Good9 out of 10802077.9
October 2004Good9 out of 10802077.9