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LRD OLD USH 8 over HAY CREEK

Map

Coordinates:
+45.53378, -90.36431
45°32'02" N, 90°21'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD OLD USH 8 over HAY CREEK
Structure number:P50000300000000
Location:2.8M W JCT STH 13
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.2 ft. [8.3 m]
Total length:29.2 ft. [8.9 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:Town or Township Highway Agency [03]
Year built:1921
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:101 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:25.2 tons [22.9 metric tons]
Inventory rating:5.4 tons [4.9 metric tons]
Sufficiency rating:31.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$155,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201631.4PoorSatisfactoryGoodPoorSD101
September 201531.4PoorSatisfactoryGoodPoorSD101
September 201439.9PoorSatisfactoryGoodPoorSD100
September 201239.9PoorSatisfactoryGoodPoorSD100
September 201039.9FairSatisfactoryGoodFairSD89
September 200859.5FairSatisfactoryGoodFair-89
September 200659.5FairSatisfactoryGoodFair-89
September 200459.5FairSatisfactoryGoodFair-89
September 200259.5FairSatisfactoryGoodFair-89
August 200059.5FairSatisfactoryGoodFair-89
June 199859.5FairSatisfactoryGoodFair-40
July 199669.5FairSatisfactoryGoodSatisfactory-40
September 199469.1FairSatisfactoryGoodSatisfactory-40
August 199269.1FairSatisfactoryVery GoodSatisfactory-40
August 199069.1FairSatisfactoryVery GoodSatisfactory-40