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I-75 NB over WCL RR SPUR & TONE RD

Map

Coordinates:
+46.27636, -84.50690
46°16'35" N, 84°30'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-75 NB over WCL RR SPUR & TONE RD
Structure number:000000000001574
Old structure number:17117033000R011 (from 1992 edition)
Location:8.4 MI S OF M-28
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:71.9 ft. [21.9 m]
Total length:249.0 ft. [75.9 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1962
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:4
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,994 [as of 2007]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.8
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryGoodSatisfactory199495.8
June 2016FairSatisfactoryGoodSatisfactory199495.8
June 2014FairSatisfactoryGoodGood199495.8
June 2012FairSatisfactoryGoodGood199495.8
June 2010FairSatisfactoryGoodGood199495.8
June 2008FairSatisfactoryGoodGood199495.8
June 2006FairSatisfactoryGoodGood273395.3
October 2005FairSatisfactoryGoodSatisfactory273395.3
June 2004FairFairGoodSatisfactory550092.6
June 2002FairFairGoodSatisfactory550092.6
June 2000FairSatisfactoryGoodSatisfactory550093.6
October 1998FairSatisfactoryGoodSatisfactory550093.6
September 1996FairFairVery GoodSatisfactory550092.6
October 1994FairSatisfactoryVery GoodSatisfactory170096.0
September 1992FairSatisfactoryVery GoodFair170084.8
October 1990FairGoodVery GoodFair170084.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4902,490000
Steel Protective Coatingsq. ft.18,00017,10090000
Deck
Reinforced Concrete Decksq. ft.11,90010,8951,00050
Wearing Surfacessq. ft.11,90011,900000
Substructure
Reinforced Concrete Columneach124800
Concrete Protective Coatingsq. ft.2,8002,66014000
Reinforced Concrete Abutmentlinear ft.120114600
Concrete Protective Coatingsq. ft.4804008000
Reinforced Concrete Pile Cap/Footinglinear ft.5151000
Reinforced Concrete Pier Caplinear ft.1531153800
Concrete Protective Coatingsq. ft.1,2001,1406000
Joints
Strip Seal Jointlinear ft.153153000
Pourable Jointlinear ft.102100200
Bearings
Movable Bearingeach4040000
Fixed Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.59844015080