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LRD SORENSON RD over E FK IRON RIVER

Map

Coordinates:
+46.68967, -91.43123
46°41'23" N, 91°25'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD SORENSON RD over E FK IRON RIVER
Structure number:B04010300000000
Location:2.3M W JCT CTH A
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.6 ft. [13.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:10°
Owner:Town or Township Highway Agency [03]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete continuous [2]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:62 [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:Very Good [8 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: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:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodGoodVery Good62100.0
August 2016GoodVery GoodVery GoodVery Good62100.0
August 2014GoodVery GoodVery GoodVery Good60100.0
September 2012GoodVery GoodVery GoodVery Good6098.0
August 2010GoodExcellentExcellentExcellent60100.0
August 2008GoodExcellentExcellentExcellent60100.0
January 2007GoodExcellentExcellentExcellent6096.0