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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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:106 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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:89.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201689.5FairSatisfactorySatisfactoryVery Good-106
May 201494.9FairSatisfactoryGoodVery Good-100
May 201294.9GoodGoodGoodVery Good-100
May 201094.9GoodGoodGoodVery Good-100
May 200894.9GoodGoodVery GoodVery Good-100
May 200694.9GoodVery GoodVery GoodExcellent-100
May 200494.9GoodVery GoodVery GoodExcellent-100
200094.9-----100