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TURN RDWY 4TH LEVL over CSX RR & 3RD LEVL TRN RD

Map

Coordinates:
+42.37946, -83.21675
42°22'46" N, 83°13'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TURN RDWY 4TH LEVL over CSX RR & 3RD LEVL TRN RD
Structure number:000000000011542
Old structure number:82182123000R030 (from 1992 edition)
Location:IN DETROIT
Purpose:Carries highway overpass (fourth level) over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:104.0 ft. [31.7 m]
Total length:1982.4 ft. [604.2 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 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:25
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,870 [as of 1982]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:92.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryGoodGood1887092.0
August 2015FairSatisfactoryGoodGood1887092.0
August 2013FairSatisfactoryGoodGood1887092.0
August 2011FairSatisfactoryGoodGood1887092.0
August 2009FairSatisfactoryGoodGood1887092.0
July 2008FairSatisfactoryGoodGood1887092.0
July 2006FairSatisfactoryGoodGood1887092.0
July 2005PoorSatisfactoryGoodSerious1887048.0
July 2004PoorSatisfactoryGoodSerious1887048.0
January 2003PoorSatisfactoryGoodSerious1887048.0
June 2001PoorSatisfactoryGoodSerious1887048.0
August 2000FairSatisfactoryGoodSatisfactory1887092.0
August 1997PoorSatisfactoryGoodSerious1887048.0
May 1995FairSatisfactoryGoodFair1887085.0
September 1993FairFairGoodSatisfactory1887095.0
May 1991PoorSatisfactoryPoorSatisfactory1887069.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.30,34827,7232,62500
Steel Protective Coatingsq. ft.1,095,227878,873215,2781,0760
Deck
Reinforced Concrete Decksq. ft.623,0470623,04700
Wearing Surfacessq. ft.77,501074,2711,6151,615
Substructure
Reinforced Concrete Columneach4141000
Concrete Protective Coatingsq. ft.100,10450,05250,05200
Reinforced Concrete Abutmentlinear ft.1971643300
Concrete Protective Coatingsq. ft.3,8753,875000
Steel Pier Caplinear ft.1,1491,0707900
Steel Protective Coatingsq. ft.37,67336,5971,07600
Reinforced Concrete Pier Caplinear ft.1,9151,79198260
Concrete Protective Coatingsq. ft.44,00222,00122,00100
Joints
Strip Seal Jointlinear ft.1,14101,043098
Pourable Jointlinear ft.196980980
Compression Jointlinear ft.95162332800
Bearings
Elastomeric Bearingeach213213000
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.13,0095,7916,5626560
Concrete Protective Coatingsq. ft.298,753149,382149,37100