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M-26 over E BR FIRESTEEL RIVER

Map

Coordinates:
+46.79798, -89.01791
46°47'53" N, 89°01'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M-26 over E BR FIRESTEEL RIVER
Structure number:000000000008505
Old structure number:66166051000B020 (from 1992 edition)
Location:1.9 MI NE OF M-38
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:89.9 ft. [27.4 m]
Total length:239.8 ft. [73.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:State Highway Agency [01]
Year built:1952
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:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,210 [as of 2012]
Truck traffic:19% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:45.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorFairPoorSatisfactory121045.1
April 2017PoorFairPoorGood121045.1
November 2015FairFairFairGood121063.0
July 2014FairFairSatisfactoryGood121075.5
September 2013FairFairSatisfactoryGood121075.5
June 2012FairFairSatisfactoryGood121075.5
June 2011FairFairSatisfactoryGood134774.6
August 2009FairFairSatisfactoryGood134774.6
July 2008FairFairSatisfactoryGood134774.6
October 2007FairFairSatisfactoryGood149673.6
July 2006FairFairSatisfactoryGood149672.6
July 2004FairSatisfactorySatisfactoryGood70087.0
July 2002FairSatisfactoryGoodGood70088.0
August 2000FairSatisfactoryGoodGood70088.0
September 1998FairSatisfactoryGoodGood70093.3
August 1996FairSatisfactoryGoodGood70086.0
August 1994FairSatisfactoryGoodGood80077.5
October 1992FairSatisfactoryGoodGood80077.5
September 1990FairSatisfactoryGoodGood80077.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.480048000
Steel Protective Coatingsq. ft.1,000050045050
Steel Stringerlinear ft.1,4408404801200
Steel Protective Coatingsq. ft.60004002000
Deck
Reinforced Concrete Decksq. ft.8,4002,3941,5004,5006
Wearing Surfacessq. ft.8,4002,3944,0002,0006
Superstructure
Steel Floor Beamlinear ft.5762162281320
Steel Protective Coatingsq. ft.50003751250
Substructure
Reinforced Concrete Columneach40310
Reinforced Concrete Abutmentlinear ft.150145500
Reinforced Concrete Pier Caplinear ft.70581200
Joints
Strip Seal Jointlinear ft.152152000
Other Jointlinear ft.2960270206
Bearings
Movable Bearingeach44000
Fixed Bearingeach40400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.48012036000