OLD STATE RD over I-75
Map
Coordinates:
+44.91573, -84.6882444°54'57" N, 84°41'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD STATE RD over I-75 |
Structure number: | 000000000008673 |
Old structure number: | 69169013000S020 (from 1992 edition) |
Location: | 4.1 MI N OF CRAWFORD COL |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 398.0 ft. [121.3 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 6 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 1988] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 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: | 90.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Good | Good | Satisfactory | 500 | 90.1 |
September 2014 | Fair | Good | Good | Satisfactory | 500 | 89.1 |
October 2012 | Fair | Good | Good | Satisfactory | 500 | 89.1 |
February 2012 | Good | Good | Good | Good | 500 | 89.1 |
February 2010 | Good | Good | Good | Good | 500 | 89.1 |
February 2008 | Good | Good | Good | Good | 500 | 89.1 |
February 2006 | Fair | Fair | Good | Good | 500 | 88.1 |
November 2004 | Fair | Fair | Good | Good | 500 | 88.1 |
February 2004 | Fair | Fair | Good | Fair | 500 | 77.0 |
August 2002 | Fair | Fair | Good | Fair | 500 | 77.0 |
September 2000 | Fair | Fair | Good | Fair | 500 | 74.4 |
September 1998 | Fair | Fair | Good | Satisfactory | 500 | 88.5 |
September 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 500 | 86.5 |
July 1994 | Fair | Satisfactory | Good | Satisfactory | 400 | 87.3 |
June 1992 | Fair | Good | Good | Satisfactory | 400 | 92.5 |
May 1990 | Fair | Good | Good | Satisfactory | 400 | 92.5 |