SPENCER RD over I-96
Map
Coordinates:
+42.53228, -83.7661842°31'56" N, 83°45'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPENCER RD over I-96 |
Structure number: | 000000000005788 |
Old structure number: | 47147065000S120 (from 1992 edition) |
Location: | 0.8 MI NW OF US-23 |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 234.3 ft. [71.4 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 54.8 ft. [16.7 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Year reconstructed: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,100 [as of 1974] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 82.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Good | 3100 | 82.1 |
October 2016 | Fair | Satisfactory | Satisfactory | Good | 3100 | 82.1 |
May 2015 | Fair | Fair | Satisfactory | Fair | 3100 | 69.9 |
May 2013 | Fair | Fair | Satisfactory | Fair | 3100 | 69.7 |
May 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 3100 | 81.9 |
May 2009 | Fair | Good | Satisfactory | Good | 3100 | 81.9 |
May 2007 | Fair | Good | Satisfactory | Good | 3100 | 77.9 |
May 2005 | Fair | Satisfactory | Fair | Good | 3100 | 70.8 |
June 2003 | Fair | Satisfactory | Fair | Satisfactory | 3100 | 66.7 |
February 2003 | Fair | Satisfactory | Fair | Satisfactory | 3100 | 69.7 |
June 2000 | Fair | Satisfactory | Fair | Satisfactory | 3100 | 69.7 |
August 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 3100 | 83.5 |
July 1998 | Fair | Fair | Satisfactory | Satisfactory | 3100 | 78.9 |
September 1997 | Fair | Very Good | Very Good | Satisfactory | 3100 | 79.9 |
October 1995 | Poor | Fair | Poor | Good | 3100 | 52.2 |
August 1993 | Poor | Fair | Poor | Good | 3100 | 52.2 |
June 1991 | Poor | Satisfactory | Poor | Good | 3100 | 53.2 |
June 1989 | Poor | Satisfactory | Poor | Good | 3100 | 53.2 |