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LRD BUCKHORN RD over BUTTERNUT CREEK

Map

Coordinates:
+45.90797, -90.59672
45°54'29" N, 90°35'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD BUCKHORN RD over BUTTERNUT CREEK
Structure number:B50005900000000
Location:0.6M S JCT CTH E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans 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:Good
Status:Open, no restriction [A]
Average daily traffic:42 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 2016100.0GoodGoodGoodGood-42
July 201498.0GoodGoodGoodGood-42
May 201298.0GoodGoodGoodGood-42
May 201098.0GoodExcellentExcellentExcellent-40
May 200898.0GoodExcellentExcellentExcellent-40
May 200698.0GoodExcellentExcellentExcellent-40
May 200498.0GoodExcellentExcellentExcellent-40
May 200298.0GoodExcellentExcellentExcellent-40
May 200098.0GoodExcellentExcellentExcellent-40
September 199898.0GoodExcellentExcellentExcellent-40
August 199698.0GoodExcellentExcellentExcellent-40
August 199498.0GoodGoodGoodVery Good-40
October 199398.0GoodGoodGoodExcellent-40