AMOS ROAD over RED CEDAR RIVER
Map
Coordinates:
+42.59748, -84.0057342°35'51" N, 84°00'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | AMOS ROAD over RED CEDAR RIVER |
Structure number: | 000000000005885 |
Old structure number: | 47312H00023B010 (from 1992 edition) |
Location: | SEC 5 MARION TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 27.9 ft. [8.5 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 260 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Very Good | 260 | 98.9 |
August 2015 | Fair | Satisfactory | Satisfactory | Very Good | 260 | 98.9 |
August 2013 | Fair | Satisfactory | Satisfactory | Very Good | 250 | 99.9 |
August 2011 | Fair | Satisfactory | Satisfactory | Very Good | 160 | 91.5 |
July 2009 | Good | Good | Good | Very Good | 160 | 91.5 |
September 2007 | Good | Very Good | Good | Very Good | 359 | 91.4 |
August 2005 | Good | Very Good | Very Good | Very Good | 359 | 91.4 |
September 2003 | Good | Very Good | Very Good | Excellent | 359 | 91.4 |
September 1999 | Good | Excellent | Excellent | Excellent | 160 | 91.5 |
August 1997 | Good | Excellent | Excellent | Excellent | 160 | 91.5 |
August 1995 | Good | Excellent | Excellent | Excellent | 160 | 100.0 |
October 1993 | Good | Excellent | Excellent | Excellent | 160 | 100.0 |
June 1991 | Good | Excellent | Excellent | Excellent | 160 | 100.0 |