BAGLEY AV RAMPS over M-10
Map
Coordinates:
+42.33185, -83.0614842°19'55" N, 83°03'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BAGLEY AV RAMPS over M-10 |
Structure number: | 000000000011402 |
Old structure number: | 82182111000S145 (from 1992 edition) |
Location: | IN DETROIT |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 77.8 ft. [23.7 m] |
Total length: | 77.8 ft. [23.7 m] |
Roadway width between curbs: | 77.8 ft. [23.7 m] |
Deck width edge-to-edge: | 80.7 ft. [24.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 49° |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Year reconstructed: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,000 [as of 1982] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 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: | Superior to present desirable criteria [9] |
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] |
Sufficiency rating: | 90.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Fair | Satisfactory | Good | 8000 | 90.0 |
August 2016 | Fair | Fair | Satisfactory | Good | 8000 | 90.0 |
August 2014 | Fair | Fair | Satisfactory | Good | 8000 | 90.0 |
August 2012 | Fair | Fair | Satisfactory | Good | 8000 | 90.0 |
August 2010 | Fair | Satisfactory | Satisfactory | Good | 8000 | 91.0 |
January 2008 | Fair | Satisfactory | Satisfactory | Good | 8000 | 88.0 |
January 2006 | Fair | Satisfactory | Good | Good | 8000 | 88.0 |
May 2003 | Good | Good | Good | Good | 8000 | 91.0 |
July 2002 | Good | Good | Good | Good | 8000 | 91.0 |
July 2000 | Good | Good | Good | Good | 8000 | 91.0 |
August 1998 | Fair | Good | Good | Satisfactory | 8000 | 96.0 |
June 1996 | Good | Very Good | Very Good | Very Good | 8000 | 91.0 |
July 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 8000 | 91.0 |
September 1992 | Fair | Satisfactory | Good | Satisfactory | 8000 | 91.0 |
August 1990 | Fair | Satisfactory | Very Good | Satisfactory | 8000 | 91.0 |
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. | 1,900 | 1,900 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 13,300 | 11,305 | 1,995 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,278 | 0 | 6,278 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,220 | 5,220 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 256 | 236 | 20 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 128 | 0 | 128 | 0 | 0 |
Pourable Joint | linear ft. | 250 | 225 | 25 | 0 | 0 |
Bearings |
Movable Bearing | each | 17 | 17 | 0 | 0 | 0 |
Fixed Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 155 | 55 | 100 | 0 | 0 |