I-75 NB over AU SABLE RIVER
Map
Coordinates:
+44.66637, -84.6964844°39'59" N, 84°41'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 NB over AU SABLE RIVER |
Structure number: | 000000000002039 |
Old structure number: | 20120015000B020 (from 1992 edition) |
Location: | 0.7 MI N OF M-72 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 65.0 ft. [19.8 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: | 1960 |
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: | 5,877 [as of 2007] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Good | Satisfactory | 5877 | 92.4 |
May 2016 | Fair | Satisfactory | Good | Satisfactory | 5877 | 92.4 |
May 2014 | Fair | Satisfactory | Very Good | Satisfactory | 5877 | 92.4 |
June 2012 | Fair | Good | Very Good | Satisfactory | 5877 | 92.4 |
June 2010 | Fair | Good | Very Good | Satisfactory | 5877 | 92.4 |
December 2009 | Fair | Good | Very Good | Satisfactory | 5877 | 92.4 |
June 2008 | Fair | Good | Very Good | Satisfactory | 5877 | 92.4 |
June 2006 | Fair | Satisfactory | Very Good | Satisfactory | 7555 | 92.3 |
June 2004 | Fair | Satisfactory | Very Good | Satisfactory | 2850 | 92.7 |
December 2002 | Fair | Satisfactory | Very Good | Satisfactory | 2850 | 92.7 |
December 2000 | Fair | Satisfactory | Very Good | Satisfactory | 2850 | 92.7 |
August 1999 | Fair | Satisfactory | Very Good | Satisfactory | 2850 | 97.7 |
August 1997 | Fair | Satisfactory | Very Good | Satisfactory | 2850 | 92.7 |
August 1995 | Fair | Satisfactory | Very Good | Satisfactory | 4700 | 92.6 |
June 1993 | Fair | Fair | Very Good | Satisfactory | 4700 | 91.6 |
April 1991 | Fair | Good | Very Good | Satisfactory | 4700 | 92.6 |
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. | 610 | 568 | 42 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,084 | 5,042 | 42 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,008 | 2,635 | 314 | 57 | 2 |
Wearing Surfaces | sq. ft. | 2,688 | 2,386 | 0 | 0 | 302 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 222 | 211 | 3 | 8 | 0 |
Joints |
Pourable Joint | linear ft. | 84 | 50 | 10 | 24 | 0 |
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. | 128 | 110 | 18 | 0 | 0 |