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I-75 NB over PINE RIVER

Map

Coordinates:
+46.12419, -84.61373
46°07'27" N, 84°36'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-75 NB over PINE RIVER
Structure number:000000000005940
Old structure number:49149025000B061 (from 1992 edition)
Location:3.6 MI S OF CHIPPEWA COL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:57.7 ft. [17.6 m]
Total length:522.0 ft. [159.1 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,508 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:88.3
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory150888.3
October 2016FairSatisfactorySatisfactorySatisfactory150888.3
October 2014FairSatisfactorySatisfactorySatisfactory150888.3
October 2012FairSatisfactorySatisfactorySatisfactory150888.3
October 2010FairFairSatisfactorySatisfactory150887.3
October 2008FairFairSatisfactorySatisfactory150887.3
October 2006FairFairSatisfactorySatisfactory250386.2
October 2004FairFairSatisfactorySatisfactory255086.2
October 2002FairGoodSatisfactorySatisfactory255089.5
October 2000FairGoodSatisfactorySatisfactory255089.5
October 1998FairGoodSatisfactorySatisfactory255094.5
September 1996FairSatisfactoryFairSatisfactory255078.4
October 1994FairSatisfactoryFairSatisfactory150078.9
September 1992FairSatisfactoryFairSatisfactory150078.9
October 1990FairSatisfactoryFairSatisfactory150078.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,1764,0968000
Steel Protective Coatingsq. ft.29,00017,0008,0004,0000
Deck
Reinforced Concrete Decksq. ft.19,00014,9704,000300
Wearing Surfacessq. ft.19,00018,57030010030
Substructure
Reinforced Concrete Abutmentlinear ft.96721860
Steel Pileeach64372700
Steel Protective Coatingsq. ft.10098200
Reinforced Concrete Pier Caplinear ft.29219780150
Joints
Strip Seal Jointlinear ft.6866200
Pourable Jointlinear ft.192001920
Other Jointlinear ft.6806530
Bearings
Movable Bearingeach32161600
Fixed Bearingeach112112000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0441,0321200