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BENGE-WASHTUCNA RD over DRY RELIEF
Map
Coordinates:
+46.88365, -118.17357
46°53'01" N, 118°10'25" W
+46.88365, -118.17357
46°53'01" N, 118°10'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BENGE-WASHTUCNA RD over DRY RELIEF |
| Structure number: | 080983000000000 |
| Location: | 11.18 MI NE SR261 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1914 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Other [00] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2014] |
| Truck traffic: | 4% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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 minimum criteria [6] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 90.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,216,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | - | Satisfactory | Satisfactory | 50 | 90.8 |
| November 2015 | Fair | - | - | - | 50 | 95.9 |
| November 2013 | Fair | - | - | - | 50 | 77.0 |
| November 2011 | Fair | - | - | - | 50 | 77.0 |
| November 2009 | Fair | - | - | - | 50 | 77.0 |
| November 2007 | Fair | - | Satisfactory | Satisfactory | 50 | 72.0 |
| November 2005 | Fair | - | Satisfactory | Satisfactory | 39 | 72.1 |
| November 2003 | Fair | - | Satisfactory | Satisfactory | 42 | 72.1 |
| November 2001 | Fair | - | Satisfactory | Good | 110 | 60.7 |
| May 1998 | Good | Good | Good | Good | 110 | 60.7 |
| March 1996 | Good | Good | Good | Good | 110 | 60.8 |
| January 1994 | Good | Good | Good | Good | 110 | 58.0 |
| March 1992 | Good | Good | Good | Good | 110 | 59.0 |
© 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/1592923
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1592923