SHEPHERD ROAD over LITTLE SALT RIVER
Map
Coordinates:
+43.50581, -84.6874043°30'21" N, 84°41'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SHEPHERD ROAD over LITTLE SALT RIVER |
Structure number: | 000000000004314 |
Old structure number: | 37200055000B510 (from 1992 edition) |
Location: | 0.2 M S NE COR SEC 20 T13 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1926 |
Year reconstructed: | 1947 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,430 [as of 2002] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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: | 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 81.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Fair | Fair | Fair | 1430 | 81.3 |
May 2016 | Fair | Fair | Fair | Fair | 1430 | 81.3 |
May 2014 | Fair | Fair | Fair | Fair | 1430 | 81.3 |
May 2012 | Fair | Fair | Fair | Fair | 1430 | 81.3 |
June 2010 | Fair | Fair | Fair | Fair | 1430 | 81.3 |
June 2008 | Fair | Satisfactory | Fair | Fair | 1430 | 82.3 |
July 2006 | Fair | Satisfactory | Fair | Fair | 1430 | 82.3 |
July 2004 | Poor | Satisfactory | Fair | Poor | 1430 | 66.1 |
July 2002 | Fair | Satisfactory | Fair | Fair | 1430 | 82.5 |
July 2000 | Fair | Satisfactory | Fair | Fair | 1256 | 82.6 |
July 1998 | Fair | Satisfactory | Fair | Fair | 1256 | 87.6 |
July 1996 | Fair | Good | Satisfactory | Satisfactory | 990 | 94.7 |
July 1994 | Fair | Good | Satisfactory | Satisfactory | 990 | 94.7 |
May 1992 | Fair | Good | Satisfactory | Satisfactory | 990 | 94.7 |
March 1990 | Good | Good | Good | Good | 990 | 94.7 |