CEDAR ROAD over W BR RED CEDAR RIVER DRN
Map
Coordinates:
+42.65038, -84.1431742°39'01" N, 84°08'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CEDAR ROAD over W BR RED CEDAR RIVER DRN |
Structure number: | 000000000005869 |
Old structure number: | 47308H00012B010 (from 1992 edition) |
Location: | SEC 18 HANDY TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.7 ft. [11.5 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
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: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Very Good | Very Good | 50 | 97.0 |
September 2015 | Good | Good | Very Good | Very Good | 50 | 97.0 |
September 2013 | Good | Good | Very Good | Very Good | 90 | 97.0 |
September 2011 | Good | Good | Very Good | Very Good | 270 | 81.0 |
August 2009 | Good | Good | Very Good | Very Good | 120 | 85.6 |
August 2007 | Good | Good | Very Good | Very Good | 73 | 91.1 |
August 2005 | Good | Very Good | Very Good | Very Good | 71 | 93.1 |
September 2003 | Good | Very Good | Very Good | Very Good | 71 | 93.1 |
August 1999 | Good | Very Good | Very Good | Very Good | 218 | 87.5 |
June 1997 | Good | Very Good | Very Good | Very Good | 218 | 87.5 |
July 1995 | Good | Very Good | Very Good | Very Good | 38 | 99.0 |
July 1993 | Good | Very Good | Very Good | Very Good | 38 | 99.0 |
August 1991 | Good | Very Good | Very Good | Very Good | 38 | 99.0 |