10 1/2 MILE ROAD over ST JOSEPH RIVER
Map
Coordinates:
+42.09179, -85.0949842°05'30" N, 85°05'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 10 1/2 MILE ROAD over ST JOSEPH RIVER |
Structure number: | 000000000001353 |
Old structure number: | 13305H00040B010 (from 1992 edition) |
Location: | 1 MI SW OF BURLINGTON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 31.8 ft. [9.7 m] |
Total length: | 87.9 ft. [26.8 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 84 [as of 1994] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 76.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Satisfactory | Fair | 84 | 76.6 |
September 2016 | Fair | Good | Satisfactory | Satisfactory | 84 | 87.6 |
September 2014 | Poor | Very Good | Poor | Satisfactory | 84 | 64.6 |
September 2012 | Poor | Very Good | Poor | Fair | 84 | 60.6 |
September 2010 | Poor | Very Good | Poor | Fair | 84 | 68.9 |
September 2008 | Poor | Very Good | Poor | Fair | 84 | 68.9 |
September 2006 | Fair | Very Good | Good | Satisfactory | 84 | 95.9 |
August 2004 | Fair | Very Good | Very Good | Satisfactory | 84 | 95.9 |
October 2002 | Fair | Very Good | Very Good | Satisfactory | 84 | 95.9 |
November 2000 | Good | Very Good | Very Good | Good | 84 | 95.9 |
December 1998 | Good | Very Good | Very Good | Very Good | 84 | 95.9 |
March 1997 | Good | Very Good | Very Good | Very Good | 84 | 98.9 |
December 1994 | Good | Excellent | Excellent | Excellent | 84 | 98.2 |
December 1992 | Good | Excellent | Excellent | Excellent | 82 | 98.2 |
November 1990 | Good | Excellent | Excellent | Excellent | 82 | 98.2 |