STOW ROAD over RED CEDAR RIVER
Map
Coordinates:
+42.68669, -84.1337942°41'12" N, 84°08'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STOW ROAD over RED CEDAR RIVER |
Structure number: | 000000000005855 |
Old structure number: | 47303H00015B010 (from 1992 edition) |
Location: | SEC 31-32 CONWAY 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: | 26.9 ft. [8.2 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
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: | 410 [as of 2015] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 84.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Satisfactory | Good | 410 | 84.9 |
August 2016 | Fair | Satisfactory | Satisfactory | Good | 410 | 85.9 |
August 2014 | Fair | Satisfactory | Satisfactory | Good | 396 | 86.9 |
August 2012 | Fair | Satisfactory | Satisfactory | Good | 210 | 91.4 |
August 2010 | Fair | Satisfactory | Satisfactory | Good | 600 | 73.5 |
June 2008 | Fair | Satisfactory | Satisfactory | Good | 600 | 73.5 |
August 2006 | Fair | Good | Satisfactory | Very Good | 290 | 75.7 |
July 2004 | Good | Good | Good | Very Good | 290 | 75.7 |
July 2002 | Good | Good | Good | Very Good | 290 | 75.7 |
January 2000 | Good | Good | Good | Very Good | 372 | 75.7 |
September 1997 | Good | Good | Good | Very Good | 372 | 75.7 |
September 1995 | Good | Good | Good | Very Good | 150 | 91.2 |
October 1993 | Good | Good | Good | Very Good | 150 | 91.2 |
July 1991 | Good | Good | Good | Very Good | 150 | 91.2 |