I-75 SB over M-72
Map
Coordinates:
+44.65653, -84.7003344°39'23" N, 84°42'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 SB over M-72 |
Structure number: | 000000000002036 |
Old structure number: | 20120014000S040 (from 1992 edition) |
Location: | @ I-75, M-72 JCT |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 52.2 ft. [15.9 m] |
Total length: | 134.8 ft. [41.1 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 27° |
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] |
Number of main spans: | 3 |
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: March 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: | Fair [5 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: | Equal to present desirable criteria [8] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 79.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Fair | Fair | 5877 | 79.3 |
March 2016 | Fair | Satisfactory | Fair | Fair | 5877 | 79.3 |
April 2014 | Fair | Fair | Fair | Fair | 5877 | 78.3 |
April 2012 | Fair | Fair | Fair | Fair | 5877 | 78.3 |
April 2010 | Fair | Fair | Fair | Fair | 5877 | 78.3 |
March 2008 | Fair | Fair | Fair | Fair | 5877 | 78.3 |
March 2006 | Fair | Fair | Fair | Fair | 7555 | 78.1 |
February 2004 | Fair | Fair | Fair | Fair | 2850 | 78.7 |
December 2002 | Fair | Fair | Fair | Fair | 2850 | 78.7 |
December 2000 | Fair | Fair | Fair | Fair | 2850 | 78.7 |
August 1999 | Fair | Fair | Fair | Fair | 2850 | 85.7 |
August 1997 | Fair | Fair | Fair | Fair | 2850 | 80.7 |
July 1995 | Fair | Satisfactory | Fair | Satisfactory | 4700 | 81.6 |
June 1993 | Fair | Satisfactory | Fair | Satisfactory | 4700 | 81.6 |
April 1991 | Fair | Satisfactory | Fair | Satisfactory | 4700 | 81.6 |
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. | 1,206 | 603 | 603 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,854 | 5,427 | 5,427 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,210 | 3,061 | 3,149 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,535 | 5,535 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 1 | 2 | 5 | 0 |
Reinforced Concrete Abutment | linear ft. | 142 | 128 | 11 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 94 | 49 | 14 | 31 | 0 |
Joints |
Strip Seal Joint | linear ft. | 94 | 94 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 94 | 0 | 94 | 0 | 0 |
Bearings |
Movable Bearing | each | 27 | 0 | 27 | 0 | 0 |
Fixed Bearing | each | 27 | 0 | 27 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 268 | 201 | 33 | 34 | 0 |