I-75 SB over E BR AU SABLE RIVER
Map
Coordinates:
+44.68836, -84.6993044°41'18" N, 84°41'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 SB over E BR AU SABLE RIVER |
Structure number: | 000000000002040 |
Old structure number: | 20120015000B030 (from 1992 edition) |
Location: | 2.4 MI N OF M-72 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,158 [as of 2007] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 7158 | 92.3 |
May 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 7158 | 92.3 |
May 2014 | Fair | Satisfactory | Very Good | Satisfactory | 7158 | 92.3 |
June 2012 | Fair | Good | Very Good | Satisfactory | 7158 | 92.3 |
June 2010 | Fair | Good | Very Good | Satisfactory | 7158 | 92.3 |
June 2008 | Fair | Good | Very Good | Satisfactory | 7158 | 92.3 |
June 2006 | Fair | Satisfactory | Very Good | Satisfactory | 8057 | 92.2 |
June 2004 | Fair | Satisfactory | Very Good | Satisfactory | 4500 | 92.6 |
December 2002 | Fair | Satisfactory | Very Good | Satisfactory | 4500 | 92.6 |
December 2000 | Fair | Satisfactory | Very Good | Satisfactory | 4500 | 92.6 |
August 1999 | Poor | Poor | Very Good | Satisfactory | 4500 | 94.6 |
August 1997 | Fair | Fair | Very Good | Satisfactory | 4500 | 91.5 |
August 1995 | Fair | Good | Very Good | Satisfactory | 5800 | 92.5 |
June 1993 | Fair | Good | Very Good | Satisfactory | 5800 | 92.5 |
April 1991 | Fair | Good | Very Good | Satisfactory | 5800 | 92.5 |
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. | 400 | 360 | 40 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,469 | 3,122 | 0 | 347 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,920 | 1,845 | 66 | 9 | 0 |
Wearing Surfaces | sq. ft. | 1,634 | 1,485 | 80 | 63 | 6 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 216 | 208 | 0 | 8 | 0 |
Joints |
Pourable Joint | linear ft. | 86 | 0 | 0 | 30 | 56 |
Bearings |
Movable Bearing | each | 10 | 0 | 10 | 0 | 0 |
Fixed Bearing | each | 10 | 0 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 80 | 76 | 3 | 1 | 0 |