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LRD PALKOWSKI RD. over BR WAUMANDEE CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD PALKOWSKI RD. over BR WAUMANDEE CREEK
Structure number:P06091700000000
Location:0.2M N JCT CTH C
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.3 ft. [6.5 m]
Total length:22.3 ft. [6.8 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1950
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:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.1 tons [39.2 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:46.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$130,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201646.2PoorSatisfactoryFairPoorSD20
October 201544.1PoorSatisfactoryFairPoorSD20
October 201444.7PoorSatisfactoryFairPoorSD20
October 201244.7PoorSatisfactoryFairPoorSD20
October 201049.1PoorSatisfactoryFairPoorSD20
November 200849.1PoorSatisfactoryFairPoorSD20
December 200762.1FairSatisfactoryFairFairFO20
October 200662.1FairSatisfactoryFairFairFO20
October 200462.1FairSatisfactoryFairFairFO20
October 200262.1FairSatisfactoryFairSatisfactoryFO20
September 200064.1FairSatisfactoryFairSatisfactoryFO20
September 199862.1FairSatisfactoryFairSatisfactoryFO20
May 199673.1FairSatisfactorySatisfactorySatisfactoryFO20
June 199473.4FairSatisfactorySatisfactorySatisfactoryFO20
May 199272.4FairFairSatisfactorySatisfactoryFO20
May 199072.4FairFairSatisfactorySatisfactoryFO20