MILLET ROAD over RED CEDAR RIVER
Map
Coordinates:
+42.62144, -84.0171942°37'17" N, 84°01'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MILLET ROAD over RED CEDAR RIVER |
Structure number: | 000000000005875 |
Old structure number: | 47310H00001B010 (from 1992 edition) |
Location: | SEC 30 HOWELL TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1933 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
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: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 142 [as of 2013] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 41.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Good | Poor | Fair | 142 | 41.2 |
June 2016 | Poor | Good | Poor | Fair | 142 | 41.2 |
June 2014 | Fair | Good | Fair | Fair | 142 | 54.3 |
June 2012 | Fair | Good | Fair | Fair | 170 | 26.4 |
June 2010 | Fair | Good | Fair | Fair | 155 | 26.5 |
October 2008 | Fair | Good | Fair | Fair | 155 | 26.4 |
December 2006 | Fair | Good | Satisfactory | Fair | 155 | 26.5 |
November 2004 | Fair | Satisfactory | Satisfactory | Fair | 155 | 26.4 |
July 2002 | Fair | Satisfactory | Satisfactory | Fair | 155 | 26.4 |
February 2000 | Fair | Satisfactory | Satisfactory | Fair | 139 | 26.5 |
September 1997 | Fair | Satisfactory | Satisfactory | Fair | 139 | 26.5 |
August 1995 | Fair | Satisfactory | Satisfactory | Fair | 139 | 52.3 |
October 1993 | Fair | Satisfactory | Satisfactory | Fair | 139 | 52.3 |
August 1991 | Fair | Satisfactory | Satisfactory | Good | 139 | 62.3 |