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ROLLAND ROAD over CHIPPEWA RIVER

Map

Coordinates:
+43.65718, -85.02541
43°39'26" N, 85°01'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROLLAND ROAD over CHIPPEWA RIVER
Structure number:000000000004296
Old structure number:37200033000B250 (from 1992 edition)
Location:SEC 27-28 SHERMAN TWP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.8 ft. [16.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:284 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:23.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$320,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorSeriousSeriousSatisfactory28423.9
April 2017PoorSeriousSeriousSatisfactory28423.9
April 2016PoorSeriousSeriousSatisfactory28423.9
April 2015PoorSeriousPoorSatisfactory28438.6
April 2013PoorSeriousPoorSatisfactory28438.6
April 2012PoorSeriousPoorSatisfactory28438.6
May 2011PoorSeriousPoorSatisfactory13045.2
May 2009PoorSeriousPoorSatisfactory13045.2
May 2008PoorSeriousPoorSatisfactory13045.2
May 2006PoorPoorPoorSatisfactory13047.2
June 2004PoorPoorPoorSatisfactory13048.2
July 2002FairFairFairSatisfactory13066.3
May 2000FairFairFairSatisfactory11763.3
July 1998FairFairFairSatisfactory11764.5
July 1996FairSatisfactorySatisfactorySatisfactory10066.5
June 1994FairSatisfactorySatisfactorySatisfactory10072.2
June 1992FairSatisfactorySatisfactorySatisfactory10072.2
April 1990FairSatisfactorySatisfactoryGood10072.2