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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 2014 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 2012]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:61.8
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. ratingEvaluationDeckSuper.Sub.ADT
May 201461.8Functionally obsoleteFairFairFair80
May 201262.8Functionally obsoleteSatisfactoryFairFair80
May 201062.8Functionally obsoleteSatisfactoryFairFair80
October 200962.8Functionally obsoleteSatisfactoryFairSatisfactory80
May 200862.8Functionally obsoleteSatisfactoryFairSatisfactory80
May 200662.8Functionally obsoleteSatisfactoryFairSatisfactory80
May 200462.8Functionally obsoleteSatisfactoryFairSatisfactory80
April 200262.8Functionally obsoleteSatisfactoryFairSatisfactory80
April 200066.8Not deficientSatisfactoryFairSatisfactory80
May 199862.8Functionally obsoleteSatisfactoryFairSatisfactory80
July 199666.8Not deficientSatisfactoryFairSatisfactory80
April 199477.2Not deficientSatisfactorySatisfactorySatisfactory80
August 199277.2Not deficientSatisfactorySatisfactorySatisfactory80
June 199077.2Not deficientSatisfactorySatisfactorySatisfactory80