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I-75 SB over PINE RIVER

Map

Coordinates:
+46.12442, -84.61396
46°07'28" N, 84°36'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-75 SB over PINE RIVER
Structure number:000000000005941
Old structure number:49149025000B062 (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:58.1 ft. [17.7 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:1,825 [as of 2014]
Truck traffic:11% 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:93.3
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory182593.3
October 2016FairSatisfactorySatisfactorySatisfactory182593.3
October 2014FairSatisfactorySatisfactorySatisfactory182593.3
October 2012FairFairSatisfactoryFair150876.3
October 2010FairFairSatisfactoryFair150876.3
October 2008FairFairSatisfactoryFair150875.3
October 2006FairFairSatisfactoryFair250375.2
October 2004FairFairSatisfactoryFair255075.2
October 2002FairGoodSatisfactorySatisfactory255089.5
October 2000FairGoodSatisfactorySatisfactory255089.5
October 1998FairGoodSatisfactoryGood255094.5
September 1996FairFairFairFair255077.4
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.4,1764,07610000
Steel Protective Coatingsq. ft.30,92428,8242,0001000
Deck
Reinforced Concrete Decksq. ft.19,00018,80020000
Wearing Surfacessq. ft.19,00019,000000
Substructure
Reinforced Concrete Abutmentlinear ft.96682800
Steel Pileeach64372700
Steel Protective Coatingsq. ft.6464000
Reinforced Concrete Pier Caplinear ft.29215214000
Joints
Strip Seal Jointlinear ft.380380000
Pourable Jointlinear ft.6060000
Bearings
Movable Bearingeach3232000
Fixed Bearingeach112112000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0449945000