SPRUCE AVE over FIVE MILE CREEK
Map
Coordinates:
+43.57007, -85.7416443°34'12" N, 85°44'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPRUCE AVE over FIVE MILE CREEK |
Structure number: | 000000000007749 |
Old structure number: | 62200202000B020 (from 1992 edition) |
Location: | 2.6 MI NE OF WHITE CLOUD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 34.8 ft. [10.6 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 450 [as of 2000] |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 75.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Good | 450 | 75.1 |
June 2016 | Fair | Satisfactory | Satisfactory | Good | 450 | 75.1 |
June 2014 | Fair | Satisfactory | Satisfactory | Good | 450 | 80.6 |
June 2012 | Fair | Satisfactory | Satisfactory | Good | 450 | 80.6 |
May 2010 | Fair | Satisfactory | Satisfactory | Good | 450 | 80.6 |
May 2008 | Fair | Satisfactory | Fair | Good | 450 | 69.6 |
May 2006 | Fair | Satisfactory | Fair | Good | 450 | 70.6 |
May 2004 | Fair | Good | Fair | Good | 450 | 70.6 |
May 2002 | Fair | Good | Satisfactory | Good | 450 | 81.7 |
April 2000 | Good | Very Good | - | Very Good | 450 | 78.7 |
December 1998 | Good | Very Good | - | Very Good | 378 | 83.7 |
October 1996 | Good | Very Good | - | Very Good | 378 | 78.7 |
November 1994 | Good | Very Good | Very Good | Very Good | 378 | 79.5 |
July 1992 | Good | Very Good | Very Good | Very Good | 378 | 79.5 |
February 1990 | Good | Very Good | Very Good | Very Good | 378 | 79.5 |