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M-82 over TAMARACK CREEK

Map

Coordinates:
+43.39593, -85.54281
43°23'45" N, 85°32'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M-82 over TAMARACK CREEK
Structure number:000000000007441
Old structure number:59159041000B010 (from 1992 edition)
Location:1.0 MI E OF NEWAYGO COL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:86.9 ft. [26.5 m]
Total length:143.1 ft. [43.6 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1961
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,181 [as of 2007]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:93.0 tons [84.5 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:96.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201796.8FairGoodSatisfactorySatisfactory-5181
March 201596.8FairGoodSatisfactorySatisfactory-5181
April 201396.8FairGoodSatisfactorySatisfactory-5181
April 201196.8FairGoodSatisfactorySatisfactory-5181
April 200996.8FairGoodSatisfactorySatisfactory-5181
April 200798.1FairVery GoodSatisfactorySatisfactory-3674
November 200597.1FairFairSatisfactorySatisfactory-3674
April 200567.5PoorPoorSatisfactoryPoorSD4200
May 200289.9PoorPoorSatisfactorySatisfactorySD4200
August 200089.9PoorPoorSatisfactorySatisfactorySD4200
August 199898.0FairSatisfactorySatisfactoryGood-4200
July 199690.9FairSatisfactorySatisfactoryGood-4200
May 199491.2FairSatisfactorySatisfactoryGood-3300
May 199280.1FairSatisfactoryGoodFair-3300
May 199091.2FairSatisfactoryGoodSatisfactory-3300