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LRD HALSTRAND RD over HOLMES CREEK

Map

Coordinates:
+45.46633, -90.35206
45°27'59" N, 90°21'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD HALSTRAND RD over HOLMES CREEK
Structure number:B50007900000000
Location:0.5M N JCT STH 86
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:45.9 ft. [14.0 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete continuous [2]
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:101 [as of 2015]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:94.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodGoodGoodGood10194.5
June 2016GoodGoodGoodGood10194.5
September 2014GoodGoodVery GoodGood100100.0
September 2012GoodGoodVery GoodGood10098.0
September 2010GoodVery GoodVery GoodExcellent10065.9
October 2009GoodVery GoodVery GoodExcellent10065.9