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LRD HAY CREEK RD over S FK JUMP RIVER

Map

Coordinates:
+45.51403, -90.34169
45°30'51" N, 90°20'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD HAY CREEK RD over S FK JUMP RIVER
Structure number:B50006600000000
Location:2.4M S JCT USH 8
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:46.9 ft. [14.3 m]
Total length:49.5 ft. [15.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:1994
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:Good
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2015]
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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
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-40
September 2014100.0GoodGoodVery GoodGood-40
September 201298.0GoodGoodGoodGood-40
September 201098.0GoodVery GoodGoodGood-30
September 200898.0GoodVery GoodGoodGood-30
September 200698.0GoodVery GoodGoodGood-30
September 200498.0GoodVery GoodGoodGood-30
September 200298.0GoodVery GoodGoodGood-30
August 200098.0GoodVery GoodVery GoodVery Good-30
June 199898.0GoodExcellentExcellentExcellent-30
July 199698.0GoodExcellentExcellentExcellent-30
November 199498.0GoodExcellentExcellentExcellent-30