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


+42.35919, -83.07674
42°21'33" N, 83°04'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-94EB RMP TO M-10 over I-94 WB & M-10 SB
Structure number:000000000011193
Old structure number:82182023000S250 (from 1992 edition)
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:133.9 ft. [40.8 m]
Total length:1134.2 ft. [345.7 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1953
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:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:54,800 [as of 1982]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:90.2 tons [82.0 metric tons]
Inventory rating:53.8 tons [48.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:57.4
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201557.4Structurally deficientPoorPoorPoor54800
October 201457.4Structurally deficientPoorPoorPoor54800
November 201357.4Structurally deficientPoorPoorPoor54800
November 201257.4Structurally deficientPoorPoorPoor54800
November 201157.4Structurally deficientPoorPoorPoor54800
November 200957.4Structurally deficientPoorPoorPoor54800
August 200857.4Structurally deficientPoorFairPoor54800
May 200757.4Structurally deficientPoorSatisfactoryPoor54800
January 200657.4Structurally deficientPoorSatisfactoryPoor54800
July 200457.4Structurally deficientPoorSatisfactoryPoor54800
October 200357.4Structurally deficientPoorSatisfactoryPoor54800
August 200257.4Structurally deficientPoorSatisfactoryPoor54800
August 200075.5Structurally deficientPoorSatisfactoryFair54800
July 199875.5Structurally deficientPoorSatisfactoryFair54800
July 199480.1Not deficientFairSatisfactoryFair54800
June 199280.1Not deficientFairGoodFair54800
May 199091.8Not deficientFairGoodSatisfactory54800