US-23 SB over I-75
Map
Coordinates:
+45.77221, -84.7344045°46'20" N, 84°44'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-23 SB over I-75 |
Structure number: | 000000000002453 |
Old structure number: | 24124071000S010 (from 1992 edition) |
Location: | IN MACKINAW CITY |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 112.9 ft. [34.4 m] |
Total length: | 204.1 ft. [62.2 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 46° |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,954 [as of 2007] |
Truck traffic: | 9% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 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 minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Good | Fair | 1954 | 78.8 |
August 2016 | Fair | Fair | Good | Fair | 1954 | 78.8 |
August 2014 | Fair | Satisfactory | Good | Satisfactory | 1954 | 89.8 |
March 2014 | Fair | Satisfactory | Good | Satisfactory | 1954 | 89.8 |
July 2012 | Fair | Satisfactory | Good | Satisfactory | 1954 | 89.8 |
March 2011 | Fair | Satisfactory | Good | Satisfactory | 1954 | 89.8 |
March 2009 | Fair | Satisfactory | Good | Satisfactory | 1954 | 89.8 |
March 2007 | Fair | Satisfactory | Good | Satisfactory | 874 | 90.9 |
March 2005 | Fair | Good | Good | Satisfactory | 950 | 90.9 |
March 2003 | Fair | Good | Good | Satisfactory | 950 | 90.9 |
March 2001 | Fair | Good | Good | Satisfactory | 950 | 90.9 |
June 1999 | Fair | Good | Good | Satisfactory | 950 | 95.9 |
June 1997 | Good | Good | Good | Good | 950 | 88.9 |
August 1995 | Fair | Satisfactory | Good | Good | 1500 | 87.9 |
July 1993 | Fair | Satisfactory | Good | Good | 1500 | 87.9 |
April 1991 | Good | Very Good | Good | Good | 1500 | 87.9 |
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. | 1,624 | 0 | 1,620 | 4 | 0 |
Steel Protective Coating | sq. ft. | 22,814 | 0 | 0 | 5,704 | 17,110 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,714 | 5,400 | 1,157 | 1,157 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 5 | 3 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 190 | 189 | 0 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 110 | 39 | 56 | 15 | 0 |
Joints |
Pourable Joint | linear ft. | 98 | 98 | 0 | 0 | 0 |
Other Joint | linear ft. | 98 | 97 | 0 | 0 | 1 |
Bearings |
Movable Bearing | each | 24 | 0 | 18 | 6 | 0 |
Fixed Bearing | each | 24 | 0 | 24 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 412 | 208 | 0 | 204 | 0 |