I-94WB RMP TO M-10 over I-94 EB & M-10 NB


+42.36009, -83.07488
42°21'36" N, 83°04'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-94WB RMP TO M-10 over I-94 EB & M-10 NB
Structure number:000000000011194
Old structure number:82182023000S260 (from 1992 edition)
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:129.9 ft. [39.6 m]
Total length:1158.2 ft. [353.0 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1996
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:11
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,600 [as of 1995]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:82.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactoryFairFair1060082.8
September 2016FairSatisfactoryFairFair1060082.8
September 2014FairSatisfactoryFairFair1060082.8
October 2012FairSatisfactoryFairFair1060082.8
October 2010FairSatisfactoryFairFair1060082.8
August 2008FairSatisfactoryFairFair1060083.8
August 2006FairSatisfactoryFairFair1060083.8
August 2004FairSatisfactorySatisfactoryFair1060083.8
August 2002FairSatisfactorySatisfactoryFair1060083.8
August 2000FairSatisfactorySatisfactorySatisfactory1060095.0
July 1998FairSatisfactorySatisfactorySatisfactory1060095.0
October 1995PoorPoorSeriousSerious744045.6
July 1994PoorPoorSatisfactoryPoor744066.1
December 1993PoorPoorGoodPoor744066.1
June 1992PoorPoorGoodPoor744063.1
May 1990FairFairGoodFair744084.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.5,7903,4742,31600
Reinforced Concrete Decksq. ft.48,64232,87515,751160
Wearing Surfacessq. ft.44,83240,3494,48300
Reinforced Concrete Columneach58173290
Reinforced Concrete Pier Walllinear ft.4241100
Reinforced Concrete Abutmentlinear ft.10095500
Reinforced Concrete Pier Caplinear ft.4201201621380
Strip Seal Jointlinear ft.252252000
Pourable Jointlinear ft.1681016700
Other Jointlinear ft.21084105210
Movable Bearingeach553010150
Fixed Bearingeach5545910
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,3162,20011600