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LRD STILLWELL RD over COX CREEK

Map 

Coordinates:
+43.55103, -91.14505
43°33'04" N, 91°08'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD STILLWELL RD over COX CREEK
Structure number:P62030600000000
Location:0.2M S JCT STH 56
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:26.6 ft. [8.1 m]
Total length:28.2 ft. [8.6 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
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: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:94 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.5 tons [52.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201697.3FairSatisfactorySatisfactorySatisfactory-94
May 201497.3FairSatisfactorySatisfactorySatisfactory-80
May 201297.0FairSatisfactorySatisfactorySatisfactory-80
May 201097.0FairSatisfactorySatisfactoryGood-80
May 200897.0FairSatisfactorySatisfactoryGood-80
May 200697.0FairVery GoodSatisfactoryGood-80
May 200497.0FairVery GoodSatisfactoryGood-80
March 200297.0GoodVery GoodGoodGood-80
April 200097.0GoodVery GoodVery GoodGood-80
April 199897.0GoodVery GoodVery GoodGood-80
July 199697.0GoodVery GoodVery GoodVery Good-80
April 199497.0GoodVery GoodVery GoodVery Good-80
July 199297.0GoodVery GoodVery GoodVery Good-80
October 199097.0GoodVery GoodVery GoodVery Good-80