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LRD NORSKE RD over SHERRY CREEK

Map 

Coordinates:
+43.44508, -90.78800
43°26'42" N, 90°47'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD NORSKE RD over SHERRY CREEK
Structure number:B62020800000000
Location:0.1M S JCT CTH M
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:2002
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:17 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 2014100.0Not deficientVery GoodVery GoodVery Good17
May 2012100.0Not deficientVery GoodVery GoodVery Good17
May 2010100.0Not deficientVery GoodVery GoodVery Good17
May 2008100.0Not deficientVery GoodVery GoodVery Good17
May 2006100.0Not deficientExcellentExcellentExcellent17
May 2004100.0Not deficientExcellentExcellentExcellent17
December 2002100.0Not deficientExcellentExcellentExcellent17