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LRD BLOOMINGDALE R over HALL CREEK

Map 

Coordinates:
+43.63663, -90.76743
43°38'12" N, 90°46'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD BLOOMINGDALE R over HALL CREEK
Structure number:P62024600000000
Location:0.3M E JCT CTH S
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.1 ft. [11.3 m]
Total length:38.7 ft. [11.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:Town or Township Highway Agency [03]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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:94 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:83.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201683.7FairSatisfactorySatisfactoryGood-94
May 201480.7FairSatisfactorySatisfactoryGood-80
May 201297.0FairSatisfactorySatisfactoryGood-80
May 201097.0FairSatisfactorySatisfactoryGood-80
May 200897.0FairGoodSatisfactoryGood-80
May 200697.0FairVery GoodSatisfactoryGood-80
May 200497.0FairVery GoodSatisfactoryGood-80
April 200297.0FairVery GoodSatisfactoryGood-80
May 200097.0FairVery GoodSatisfactoryGood-80
June 199897.0FairVery GoodSatisfactoryGood-80
July 199697.0FairVery GoodSatisfactoryGood-80
May 199497.0GoodVery GoodVery GoodGood-80
November 199297.0FairVery GoodVery GoodSatisfactory-80
November 199097.0FairVery GoodVery GoodSatisfactory-80