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LRD SHAKER RD over SEYMOUR CREEK

Map 

Coordinates:
+43.71998, -90.35218
43°43'12" N, 90°21'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD SHAKER RD over SEYMOUR CREEK
Structure number:B62021400000000
Location:0.1M W JCT CTH W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:36.1 ft. [11.0 m]
Total length:74.5 ft. [22.7 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:2003
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:100 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:94.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201494.9Not deficientSatisfactoryGoodVery Good100
May 201294.9Not deficientGoodGoodVery Good100
May 201094.9Not deficientGoodGoodVery Good100
May 200894.9Not deficientGoodVery GoodVery Good100
May 200694.9Not deficientVery GoodVery GoodExcellent100
May 200494.9Not deficientVery GoodVery GoodExcellent100
200094.9Not deficient---100