NICHOLSON ROAD over RED CEDAR RIVER
Map
Coordinates:
+42.68348, -84.1135642°41'01" N, 84°06'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NICHOLSON ROAD over RED CEDAR RIVER |
Structure number: | 000000000005828 |
Old structure number: | 47200032000B010 (from 1992 edition) |
Location: | SEC 4-5 HANDY TWP |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1970 |
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: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 880 [as of 2015] |
Deck condition: | Fair [5 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: | 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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 95.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Very Good | Very Good | 880 | 95.8 |
August 2016 | Fair | Satisfactory | Very Good | Very Good | 880 | 96.8 |
August 2014 | Good | Good | Very Good | Very Good | 1100 | 95.7 |
August 2012 | Good | Good | Very Good | Very Good | 1929 | 95.5 |
August 2010 | Good | Good | Very Good | Very Good | 1600 | 92.7 |
June 2008 | Good | Good | Very Good | Very Good | 1600 | 92.7 |
August 2006 | Good | Very Good | Very Good | Very Good | 1307 | 92.9 |
July 2004 | Good | Very Good | Very Good | Very Good | 1307 | 92.9 |
July 2002 | Good | Very Good | Excellent | Excellent | 1307 | 92.9 |
January 2000 | Good | Very Good | Excellent | Excellent | 2062 | 91.7 |
September 1997 | Good | Very Good | Excellent | Excellent | 2062 | 91.7 |
September 1995 | Good | Very Good | Excellent | Excellent | 283 | 96.9 |
July 1993 | Good | Very Good | Excellent | Excellent | 283 | 96.9 |
August 1991 | Good | Very Good | Excellent | Excellent | 283 | 96.9 |