NICHOLSON RD over I-96
Map
Coordinates:
+42.64982, -84.1121242°38'59" N, 84°06'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NICHOLSON RD over I-96 |
Structure number: | 000000000005795 |
Old structure number: | 47147066000S020 (from 1992 edition) |
Location: | 2.0 MI E OF INGHAM COL |
Purpose: | Carries highway over highway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 76.8 ft. [23.4 m] |
Total length: | 234.9 ft. [71.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 24° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
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: | 4 |
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: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 750 [as of 1974] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.7 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Fair | Satisfactory | Satisfactory | 750 | 88.7 |
September 2015 | Fair | Fair | Satisfactory | Satisfactory | 750 | 88.7 |
September 2013 | Fair | Satisfactory | Satisfactory | Good | 750 | 89.7 |
September 2011 | Fair | Satisfactory | Good | Good | 750 | 34.6 |
September 2009 | Fair | Satisfactory | Good | Good | 750 | 89.7 |
September 2007 | Fair | Satisfactory | Good | Good | 750 | 89.7 |
September 2005 | Fair | Satisfactory | Good | Good | 750 | 89.7 |
October 2003 | Fair | Satisfactory | Good | Satisfactory | 750 | 89.7 |
October 2001 | Fair | Satisfactory | Good | Satisfactory | 750 | 89.7 |
April 2001 | Fair | Satisfactory | Good | Satisfactory | 750 | 89.7 |
July 1999 | Fair | Satisfactory | Good | Satisfactory | 750 | 94.7 |
August 1997 | Fair | Good | Good | Satisfactory | 750 | 89.7 |
September 1995 | Fair | Good | Good | Satisfactory | 750 | 89.7 |
August 1993 | Fair | Satisfactory | Very Good | Fair | 750 | 78.6 |
March 1991 | Fair | Satisfactory | Very Good | Good | 750 | 89.7 |
May 1989 | Good | Very Good | Good | Good | 750 | 89.7 |