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CTH N over BR RUSH CREEK

Map 

Coordinates:
+43.44865, -91.04668
43°26'55" N, 91°02'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH N over BR RUSH CREEK
Structure number:P62008900000000
Location:2.4M S JCT STH 82
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.3 ft. [7.1 m]
Total length:25.6 ft. [7.8 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Posted for load [P]
Average daily traffic:200 [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 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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$142,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201470.9Functionally obsoleteFairFairFair200
August 201263.1Functionally obsoleteFairFairFair200
August 201063.1Functionally obsoleteFairFairFair200
August 200863.1Functionally obsoleteFairFairFair200
August 200663.1Functionally obsoleteFairFairFair200
September 200463.1Functionally obsoleteFairFairFair200
September 200263.1Functionally obsoleteFairFairFair200
September 200068.1Not deficientSatisfactoryFairFair200
June 199864.1Functionally obsoleteSatisfactoryFairFair200
October 199658.4Functionally obsoleteSatisfactorySatisfactoryFair440
April 199468.9Functionally obsoleteSatisfactorySatisfactorySatisfactory440
August 199270.0Functionally obsoleteSatisfactorySatisfactorySatisfactory310
November 199070.0Functionally obsoleteSatisfactorySatisfactorySatisfactory310