M-10 EB over I-94
Map
Coordinates:
+42.35876, -83.0765142°21'32" N, 83°04'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-10 EB over I-94 |
Structure number: | 000000000011192 |
Old structure number: | 82182023000S240 (from 1992 edition) |
Location: | IN DETROIT |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 56.8 ft. [17.3 m] |
Total length: | 296.9 ft. [90.5 m] |
Roadway width between curbs: | 50.9 ft. [15.5 m] |
Deck width edge-to-edge: | 53.8 ft. [16.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 17° |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Year reconstructed: | 2004 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 6 |
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 64,700 [as of 2007] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 76.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Very Good | Very Good | Fair | 64700 | 76.5 |
April 2016 | Fair | Very Good | Very Good | Satisfactory | 64700 | 88.6 |
April 2014 | Good | Very Good | Very Good | Good | 64700 | 88.6 |
May 2012 | Good | Very Good | Very Good | Good | 64700 | 88.6 |
June 2010 | Good | Very Good | Very Good | Very Good | 64700 | 88.6 |
December 2008 | Good | Very Good | Very Good | Very Good | 64700 | 88.6 |
December 2006 | Good | Very Good | Very Good | Very Good | 70906 | 87.9 |
December 2004 | Good | Excellent | Excellent | Excellent | 127000 | 82.4 |
March 2004 | Poor | Serious | Fair | Serious | 127000 | 32.0 |
October 2002 | Poor | Serious | Fair | Serious | 127000 | 32.0 |
June 2001 | Poor | Serious | Fair | Serious | 127000 | 32.0 |
June 2000 | Poor | Serious | Fair | Serious | 127000 | 32.0 |
August 1999 | Poor | Serious | Fair | Serious | 127000 | 32.0 |
July 1998 | Poor | Serious | Fair | Serious | 127000 | 32.0 |
July 1994 | Poor | Fair | Satisfactory | Poor | 37200 | 60.4 |
December 1993 | Poor | Satisfactory | Satisfactory | Poor | 37200 | 61.5 |
November 1992 | Poor | Satisfactory | Satisfactory | Poor | 37200 | 61.5 |
May 1990 | Poor | Satisfactory | Good | Poor | 37200 | 61.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 2,970 | 2,950 | 20 | 0 | 0 |
Steel Protective Coating | sq. ft. | 25,449 | 22,904 | 2,545 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,977 | 15,977 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 20 | 6 | 10 | 4 | 0 |
Reinforced Concrete Abutment | linear ft. | 112 | 97 | 15 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 294 | 0 | 279 | 15 | 0 |
Joints |
Strip Seal Joint | linear ft. | 112 | 0 | 112 | 0 | 0 |
Pourable Joint | linear ft. | 112 | 0 | 101 | 11 | 0 |
Other Joint | linear ft. | 915 | 915 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 70 | 0 | 70 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 594 | 535 | 59 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 4,455 | 2,228 | 2,227 | 0 | 0 |