9 MILE ROAD over BATTLE CREEK RIVER
Map
Coordinates:
+42.36402, -85.1223542°21'50" N, 85°07'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 9 MILE ROAD over BATTLE CREEK RIVER |
Structure number: | 000000000001377 |
Old structure number: | 13318H00027B010 (from 1992 edition) |
Location: | 3 MI NE OF BATTLE CREEK |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 52.8 ft. [16.1 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,169 [as of 1994] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 87.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Fair | Good | 1169 | 87.5 |
September 2016 | Fair | Good | Fair | Good | 1169 | 87.5 |
September 2014 | Fair | Good | Fair | Good | 1169 | 87.5 |
September 2012 | Fair | Satisfactory | Fair | Good | 1169 | 87.5 |
September 2010 | Fair | Satisfactory | Fair | Good | 1169 | 87.5 |
September 2008 | Fair | Good | Satisfactory | Good | 1169 | 95.6 |
September 2006 | Good | Good | Good | Good | 1169 | 95.6 |
August 2004 | Good | Good | Good | Good | 1169 | 95.6 |
October 2002 | Good | Very Good | Very Good | Good | 1169 | 95.6 |
November 2000 | Good | Good | Very Good | Good | 1169 | 95.6 |
February 1999 | Good | Good | Very Good | Very Good | 1169 | 95.6 |
March 1997 | Good | Good | Very Good | Very Good | 1169 | 95.6 |
January 1995 | Good | Very Good | Very Good | Very Good | 1169 | 95.6 |
December 1992 | Good | Very Good | Very Good | Very Good | 1146 | 95.6 |
November 1990 | Good | Good | Good | Very Good | 1146 | 95.6 |