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DRIGGS RIVER ROAD over DIVERSION DITCH
Map
Coordinates:
+46.31683, -86.10617
46°19'01" N, 86°06'22" W
+46.31683, -86.10617
46°19'01" N, 86°06'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DRIGGS RIVER ROAD over DIVERSION DITCH |
| Structure number: | 000031510-00120 |
| Location: | SENEY NWR |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 14.1 ft. [4.3 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
| Owner: | Bureau of Fish and Wildlife [63] |
| Year built: | 1940 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30 [as of 2017] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 condition. [5] |
| Sufficiency rating: | 73.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Good | Good | Satisfactory | 30 | 73.4 |
| July 2015 | Fair | Good | Good | Satisfactory | 30 | 73.4 |
| July 2013 | Fair | Good | Good | Satisfactory | 30 | 73.4 |
| July 2011 | Fair | Good | Good | Satisfactory | 30 | 73.1 |
| July 2009 | Fair | Good | Good | Satisfactory | 30 | 73.1 |
| July 2007 | Fair | Good | Good | Satisfactory | 30 | 73.1 |
| July 2005 | Fair | Good | Good | Satisfactory | 30 | 73.1 |
| July 2003 | Fair | Good | Good | Satisfactory | 30 | 73.1 |
| June 2001 | Fair | Good | Good | Satisfactory | 30 | 73.1 |
| June 1999 | Fair | Good | Good | Satisfactory | 30 | 73.1 |
| June 1997 | Fair | Good | Good | Satisfactory | 30 | 73.1 |
| August 1994 | Fair | Good | Good | Satisfactory | 30 | 73.1 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1247213
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1247213