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LRD PRAIRIE RD over RUSH CREEK

Map 

Coordinates:
+43.43990, -90.99800
43°26'24" N, 90°59'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD PRAIRIE RD over RUSH CREEK
Structure number:P62032900000000
Location:1.8M S JCT STH 82
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.5 ft. [10.5 m]
Total length:36.4 ft. [11.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:31°
Owner:Town or Township Highway Agency [03]
Year built:1927
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:Gravel [8]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:94 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:34.1 tons [31.0 metric tons]
Inventory rating:19.6 tons [17.8 metric tons]
Sufficiency rating:64.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$180,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201664.8FairFairFairFairFO94
May 201461.8FairFairFairFairFO80
May 201262.8FairSatisfactoryFairFairFO80
May 201062.8FairSatisfactoryFairFairFO80
October 200962.8FairSatisfactoryFairSatisfactoryFO80
May 200862.8FairSatisfactoryFairSatisfactoryFO80
May 200662.8FairSatisfactoryFairSatisfactoryFO80
May 200462.8FairSatisfactoryFairSatisfactoryFO80
April 200262.8FairSatisfactoryFairSatisfactoryFO80
April 200066.8FairSatisfactoryFairSatisfactory-80
May 199862.8FairSatisfactoryFairSatisfactoryFO80
July 199666.8FairSatisfactoryFairSatisfactory-80
April 199477.2FairSatisfactorySatisfactorySatisfactory-80
August 199277.2FairSatisfactorySatisfactorySatisfactory-80
June 199077.2FairSatisfactorySatisfactorySatisfactory-80