EAST-WEST ROAD over ROXBURY CREEK
Map
Coordinates:
+46.46967, -85.0289746°28'11" N, 85°01'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EAST-WEST ROAD over ROXBURY CREEK |
Structure number: | 000000000001670 |
Old structure number: | 17316I00001B010 (from 1992 edition) |
Location: | 12 MI N OF ECKERMAN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.7 ft. [6.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1947 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Wood or timber [7] |
Main span design: | Other [00] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 30 |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 67.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $80,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 67.3 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 67.3 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 67.3 |
June 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 67.3 |
June 2009 | Fair | Good | Good | Satisfactory | 30 | 67.3 |
May 2007 | Fair | Good | Good | Satisfactory | 30 | 67.3 |
June 2005 | Fair | Good | Good | Satisfactory | 30 | 67.3 |
June 2003 | Fair | Satisfactory | Good | Satisfactory | 30 | 66.3 |
June 2001 | Fair | Very Good | Good | Satisfactory | 30 | 65.3 |
June 1999 | Fair | Very Good | Good | Satisfactory | 30 | 70.3 |
June 1997 | Good | Very Good | Very Good | Very Good | 30 | 65.3 |
June 1995 | Good | Very Good | Very Good | Very Good | 30 | 80.8 |
June 1993 | Good | Very Good | Very Good | Good | 30 | 80.8 |
June 1991 | Good | Very Good | Very Good | Good | 30 | 80.8 |