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TURN RDWY 3RD LEVL over CSX RR & I-96 RDWYS

Map

Coordinates:
+42.37947, -83.21747
42°22'46" N, 83°13'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TURN RDWY 3RD LEVL over CSX RR & I-96 RDWYS
Structure number:000000000011541
Old structure number:82182123000R020 (from 1992 edition)
Location:IN DETROIT
Purpose:Carries highway overpass (third level) over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:118.8 ft. [36.2 m]
Total length:1334.4 ft. [406.7 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1973
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:16
Main spans material:Steel continuous [4]
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: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,870 [as of 1982]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.3 tons [64.8 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:92.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201592.0FairSatisfactorySatisfactoryGoodFO18870
August 201392.0FairSatisfactorySatisfactoryGoodFO18870
August 201192.0FairGoodSatisfactoryGoodFO18870
August 200992.0FairGoodSatisfactoryGoodFO18870
April 200792.0FairGoodSatisfactoryGoodFO18870
January 200692.0FairGoodSatisfactoryGoodFO18870
February 200465.0PoorGoodSatisfactoryPoorSD18870
October 200265.0PoorGoodSatisfactoryPoorSD18870
July 200165.0PoorGoodSatisfactoryPoorSD18870
July 199969.0PoorGoodGoodPoorSD18870
August 199768.0PoorGoodGoodPoorSD18870
May 199595.0FairGoodGoodSatisfactoryFO18870
October 199395.0FairGoodGoodSatisfactoryFO18870
May 199168.0PoorGoodPoorSatisfactorySD18870

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6,6715,8715003000
Deck
Reinforced Concrete Decksq. ft.52,09052,090000
Wearing Surfacessq. ft.47,76735,82511,94200
Substructure
Reinforced Concrete Columneach2929000
Reinforced Concrete Abutmentlinear ft.4646000
Steel Pier Caplinear ft.361361000
Reinforced Concrete Pier Caplinear ft.630630000
Joints
Strip Seal Jointlinear ft.440044000
Pourable Jointlinear ft.520520000
Compression Jointlinear ft.4040000
Assembly with Sealeach79039400
Bearings
Elastomeric Bearingeach125060650
Movable Bearingeach2005150
Fixed Bearingeach50500
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,6692,669000