WHITMORE LAKE ROAD over HURON RIVER
Map
Coordinates:
+42.47134, -83.7564442°28'17" N, 83°45'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WHITMORE LAKE ROAD over HURON RIVER |
Structure number: | 000000000005842 |
Old structure number: | 47200056000B010 (from 1992 edition) |
Location: | SEC 20 GREEN OAK TWP |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 72.5 ft. [22.1 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 2006 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,259 [as of 2013] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 97.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Very Good | Good | 5259 | 97.3 |
November 2016 | Good | Good | Very Good | Good | 5259 | 97.3 |
November 2014 | Good | Good | Very Good | Good | 5259 | 97.3 |
November 2012 | Good | Good | Very Good | Good | 5450 | 97.2 |
November 2010 | Good | Good | Very Good | Good | 5750 | 97.0 |
October 2008 | Good | Good | Very Good | Good | 5750 | 97.0 |
December 2006 | Good | Very Good | Very Good | Good | 5825 | 97.3 |
October 2004 | Fair | Satisfactory | Fair | Satisfactory | 6639 | 81.0 |
September 2002 | Fair | Satisfactory | Fair | Satisfactory | 6639 | 81.0 |
May 1998 | Fair | Satisfactory | Fair | Satisfactory | 7223 | 80.7 |
May 1996 | Fair | Satisfactory | Fair | Satisfactory | 7223 | 80.7 |
October 1994 | Fair | Satisfactory | Fair | Satisfactory | 4172 | 82.4 |
July 1993 | Fair | Satisfactory | Fair | Satisfactory | 3277 | 83.0 |
June 1991 | Fair | Satisfactory | Fair | Good | 3277 | 83.0 |