I-75 SB over LAKE STATE RR
Map
Coordinates:
+44.65213, -84.7035044°39'08" N, 84°42'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 SB over LAKE STATE RR |
Structure number: | 000000000002032 |
Old structure number: | 20120014000R010 (from 1992 edition) |
Location: | 0.5 MI S OF M-72 |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 143.1 ft. [43.6 m] |
Roadway width between curbs: | 43.0 ft. [13.1 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Skew angle: | 17° |
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: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Good | Satisfactory | 5877 | 92.4 |
March 2016 | Fair | Satisfactory | Good | Satisfactory | 5877 | 92.4 |
April 2014 | Fair | Satisfactory | Good | Satisfactory | 5877 | 92.4 |
April 2012 | Fair | Satisfactory | Good | Satisfactory | 5877 | 92.4 |
February 2011 | Fair | Satisfactory | Good | Satisfactory | 5877 | 92.4 |
February 2009 | Fair | Satisfactory | Good | Satisfactory | 5877 | 92.4 |
February 2007 | Fair | Fair | Good | Satisfactory | 7555 | 91.2 |
February 2005 | Fair | Fair | Good | Satisfactory | 2850 | 91.7 |
February 2003 | Fair | Fair | Good | Satisfactory | 2850 | 91.7 |
February 2001 | Fair | Fair | Good | Satisfactory | 2850 | 91.7 |
August 1999 | Fair | Fair | Good | Satisfactory | 2850 | 96.7 |
August 1997 | Fair | Fair | Good | Satisfactory | 2850 | 91.7 |
July 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 4700 | 92.6 |
June 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 4700 | 92.6 |
April 1991 | Poor | Satisfactory | Poor | Satisfactory | 4700 | 65.4 |
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 |
Steel Girder/Beam | linear ft. | 1,260 | 1,234 | 26 | 0 | 0 |
Steel Protective Coating | sq. ft. | 9,450 | 9,261 | 189 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,160 | 6,037 | 0 | 123 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 2 | 5 | 1 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 94 | 92 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 138 | 138 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 94 | 35 | 40 | 19 | 0 |
Joints |
Strip Seal Joint | linear ft. | 92 | 92 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 50 | 0 | 25 | 15 | 10 |
Bearings |
Movable Bearing | each | 27 | 24 | 3 | 0 | 0 |
Fixed Bearing | each | 27 | 22 | 5 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 280 | 246 | 16 | 18 | 0 |