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LRD WARD RD over ARMOUR VALLEY CREEK

Map

Coordinates:
+44.53194, -91.62972
44°31'55" N, 91°37'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD WARD RD over ARMOUR VALLEY CREEK
Structure number:P06011900000000
Location:0.4M E JCT CTH H
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:31.2 ft. [9.5 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:Town or Township Highway Agency [03]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:47 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$162,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactoryFairSatisfactory4769.7
September 2016FairSatisfactoryFairSatisfactory4769.7
September 2014FairSatisfactoryFairSatisfactory4069.7
October 2012FairSatisfactoryFairSatisfactory4066.7
October 2010FairSatisfactoryFairSatisfactory4068.8
October 2008FairSatisfactoryFairSatisfactory4068.8
November 2007FairSatisfactoryFairSatisfactory4068.8
October 2006FairSatisfactoryFairSatisfactory4068.8
October 2004FairSatisfactoryFairSatisfactory4068.8
September 2002FairSatisfactoryFairSatisfactory4068.8
August 2000FairSatisfactoryFairSatisfactory4070.8
September 1998FairSatisfactoryFairSatisfactory4068.8
April 1996FairSatisfactorySatisfactorySatisfactory4083.8
July 1994FairSatisfactorySatisfactorySatisfactory4084.1
June 1992FairSatisfactorySatisfactorySatisfactory4084.1
June 1990FairSatisfactorySatisfactorySatisfactory4084.1