OLD VANDERBILT RD over STURGEON RIVER
Map
Coordinates:
+45.13075, -84.5835145°07'51" N, 84°35'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD VANDERBILT RD over STURGEON RIVER |
Structure number: | 000000000008688 |
Old structure number: | 69304B00005B010 (from 1992 edition) |
Location: | 4 MI E & S OF VANDERBILT |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 17.7 ft. [5.4 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1989 |
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: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 63 [as of 1987] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Very Good | Very Good | Good | 63 | 92.3 |
August 2016 | Good | Good | Good | Good | 63 | 92.3 |
August 2014 | Good | Good | Good | Good | 63 | 92.3 |
October 2012 | Good | Good | Good | Good | 63 | 92.3 |
September 2010 | Good | Good | Good | Good | 63 | 92.7 |
February 2009 | Good | Good | Good | Good | 63 | 92.7 |
January 2007 | Fair | Good | Good | Satisfactory | 63 | 100.0 |
October 2004 | Good | Good | Good | Good | 63 | 100.0 |
October 2002 | Good | Good | Very Good | Very Good | 63 | 100.0 |
March 1999 | Good | Very Good | Very Good | Very Good | 63 | 100.0 |
November 1996 | Good | Excellent | Very Good | Excellent | 63 | 100.0 |
September 1994 | Good | Excellent | Very Good | Excellent | 63 | 100.0 |
July 1992 | Good | Excellent | Very Good | Excellent | 63 | 100.0 |
April 1990 | Good | Excellent | Very Good | Excellent | 63 | 100.0 |