Share: 
I-75 SB over MC COY ROAD
Map
Coordinates:
+45.00349, -84.68608
45°00'13" N, 84°41'10" W
+45.00349, -84.68608
45°00'13" N, 84°41'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I-75 SB over MC COY ROAD |
| Structure number: | 000000000013402 |
| Location: | SOUTH END OF GAYLORD |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 117.5 ft. [35.8 m] |
| Total length: | 120.1 ft. [36.6 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Skew angle: | 5° |
| Owner: | State Highway Agency [01] |
| Year built: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,450 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 97.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Good | Good | Very Good | Good | 6450 | 97.4 |
| September 2015 | Good | Very Good | Very Good | Very Good | 6450 | 97.4 |
| September 2013 | Good | Very Good | Very Good | Very Good | 6450 | 97.4 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 1,080 | 1,079 | 1 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 3,120 | 3,119 | 0 | 1 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 5,640 | 5,606 | 0 | 34 | 0 |
| Wearing Surfaces | sq. ft. | 5,280 | 5,256 | 0 | 24 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 162 | 158 | 4 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 1,944 | 1,944 | 0 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 45 | 45 | 0 | 0 | 0 |
| Pourable Joint | linear ft. | 88 | 44 | 0 | 44 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 18 | 18 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 240 | 240 | 0 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 1,920 | 960 | 960 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1652307
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1652307