I-75 over CONRAIL RR
Map
Coordinates:
+42.41497, -83.0849642°24'54" N, 83°05'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 over CONRAIL RR |
Structure number: | 000000000011838 |
Old structure number: | 82182252000R080 (from 1992 edition) |
Location: | IN DETROIT |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 60.7 ft. [18.5 m] |
Total length: | 220.2 ft. [67.1 m] |
Roadway width between curbs: | 166.7 ft. [50.8 m] |
Deck width edge-to-edge: | 173.6 ft. [52.9 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Year reconstructed: | 2003 |
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: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 174,074 [as of 2007] |
Truck traffic: | 7% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Very Good | Good | 174074 | 78.8 |
May 2016 | Good | Good | Very Good | Good | 174074 | 78.8 |
June 2014 | Good | Good | Very Good | Good | 174074 | 78.8 |
June 2012 | Good | Good | Very Good | Good | 174074 | 78.8 |
July 2010 | Good | Good | Very Good | Good | 174074 | 81.0 |
March 2008 | Good | Very Good | Very Good | Good | 174074 | 81.0 |
March 2006 | Good | Very Good | Very Good | Good | 183398 | 81.0 |
March 2004 | Good | Excellent | Excellent | Good | 211000 | 85.0 |
December 2002 | Poor | Fair | Fair | Poor | 211000 | 57.0 |
September 2001 | Poor | Fair | Fair | Poor | 211000 | 57.0 |
June 2000 | Poor | Fair | Fair | Poor | 211000 | 57.0 |
September 1998 | Poor | Satisfactory | Fair | Poor | 211000 | 58.0 |
October 1996 | Fair | Satisfactory | Good | Fair | 112600 | 74.0 |
September 1996 | Fair | Satisfactory | Good | Fair | 211000 | 74.0 |
October 1994 | Fair | Satisfactory | Good | Fair | 112600 | 74.0 |
August 1992 | Fair | Satisfactory | Good | Fair | 112600 | 74.0 |
July 1990 | Fair | Satisfactory | Very Good | Satisfactory | 112600 | 85.0 |
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 Closed Web/Box Girder | linear ft. | 5,720 | 5,720 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 38,200 | 38,200 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 36 | 36 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 364 | 364 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 542 | 542 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 364 | 364 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 156 | 156 | 0 | 0 | 0 |
Fixed Bearing | each | 52 | 52 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 881 | 881 | 0 | 0 | 0 |