4 MI RD over I-75
Map
Coordinates:
+44.59846, -84.7089844°35'54" N, 84°42'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 4 MI RD over I-75 |
Structure number: | 000000000002034 |
Old structure number: | 20120014000S020 (from 1992 edition) |
Location: | 4.0 MI S OF GRAYLING |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 212.0 ft. [64.6 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 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] |
Number of main spans: | 4 |
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: | 180 [as of 1974] |
Deck condition: | Fair [5 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Fair | Good | Satisfactory | 180 | 91.9 |
March 2016 | Fair | Fair | Good | Satisfactory | 180 | 91.9 |
April 2014 | Fair | Satisfactory | Good | Satisfactory | 180 | 92.9 |
April 2012 | Fair | Satisfactory | Good | Satisfactory | 180 | 92.9 |
February 2011 | Fair | Satisfactory | Good | Satisfactory | 180 | 92.9 |
February 2009 | Fair | Satisfactory | Good | Satisfactory | 180 | 92.9 |
February 2007 | Fair | Satisfactory | Good | Satisfactory | 180 | 92.9 |
February 2005 | Fair | Satisfactory | Good | Fair | 180 | 82.8 |
February 2003 | Fair | Satisfactory | Good | Fair | 180 | 81.8 |
February 2001 | Fair | Satisfactory | Good | Satisfactory | 180 | 92.9 |
August 1999 | Fair | Satisfactory | Good | Satisfactory | 180 | 94.9 |
August 1997 | Fair | Fair | Good | Satisfactory | 180 | 88.8 |
September 1995 | Fair | Satisfactory | Good | Satisfactory | 180 | 89.8 |
June 1993 | Fair | Satisfactory | Good | Satisfactory | 180 | 89.8 |
April 1991 | Fair | Satisfactory | Good | Satisfactory | 180 | 89.8 |
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. | 1,272 | 840 | 432 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,588 | 10,588 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,572 | 4,382 | 2,190 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 6 | 3 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 829 | 829 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 114 | 108 | 0 | 6 | 0 |
Concrete Protective Coating | sq. ft. | 285 | 285 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 96 | 66 | 30 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 52,800 | 52,800 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 78 | 78 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 52 | 52 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 24 | 0 | 24 | 0 | 0 |
Fixed Bearing | each | 24 | 9 | 15 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 424 | 321 | 103 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,544 | 2,544 | 0 | 0 | 0 |