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LRD PRENTICE RD over DOUGLAS CREEK

Map

Coordinates:
+45.50208, -90.29064
45°30'07" N, 90°17'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD PRENTICE RD over DOUGLAS CREEK
Structure number:P50008000000000
Location:2.6M S JCT STH 13
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.6 ft. [7.8 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:Town or Township Highway Agency [03]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:86 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:39.5 tons [35.9 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:85.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$147,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201685.6FairGoodGoodSatisfactory-86
September 201485.6FairGoodGoodSatisfactory-85
September 201282.6GoodGoodGoodGood-85
September 201082.6GoodGoodGoodGood-79
September 200892.3GoodGoodGoodGood-79
September 200692.3GoodGoodGoodGood-79
September 200492.3GoodGoodGoodGood-79
September 200292.3GoodGoodGoodGood-79
August 200092.3GoodGoodGoodGood-65
June 199892.3GoodGoodGoodGood-65
July 199692.3GoodGoodVery GoodGood-65
September 199494.2GoodGoodVery GoodGood-65
August 199294.2FairSatisfactoryVery GoodSatisfactory-65
August 199094.2FairSatisfactoryVery GoodSatisfactory-65