BASELINE ROAD over COLDWATER RIVER
Map
Coordinates:
+43.63978, -84.9559743°38'23" N, 84°57'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BASELINE ROAD over COLDWATER RIVER |
Structure number: | 000000000004340 |
Old structure number: | 37305H00016B050 (from 1992 edition) |
Location: | .35 M W SE COR SEC 31 T15 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.8 ft. [10.0 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1903 |
Year reconstructed: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 192 [as of 2002] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 minimum criteria [6] |
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: | 76.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Fair | 192 | 76.4 |
July 2016 | Fair | Satisfactory | Good | Fair | 192 | 76.4 |
July 2014 | Fair | Satisfactory | Good | Fair | 192 | 76.4 |
July 2012 | Fair | Good | Good | Fair | 192 | 76.4 |
July 2010 | Fair | Good | Good | Fair | 192 | 76.4 |
July 2008 | Fair | Good | Good | Fair | 192 | 76.4 |
July 2006 | Fair | Good | Good | Fair | 192 | 76.4 |
July 2004 | Fair | Good | Good | Fair | 192 | 79.4 |
August 2002 | Fair | Good | Good | Fair | 192 | 79.4 |
July 2000 | Fair | Good | Good | Fair | 183 | 76.4 |
July 1998 | Poor | Fair | Poor | Fair | 183 | 59.4 |
July 1996 | Poor | Fair | Poor | Fair | 150 | 56.6 |
July 1994 | Poor | Fair | Poor | Fair | 150 | 59.7 |
June 1992 | Poor | Fair | Poor | Good | 150 | 59.7 |
April 1990 | Poor | Satisfactory | Poor | Very Good | 150 | 60.7 |