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GUENTHER ROAD over WOOD RIVER
Map
Coordinates:
+40.84333, -98.53000
40°50'36" N, 98°31'48" W
+40.84333, -98.53000
40°50'36" N, 98°31'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GUENTHER ROAD over WOOD RIVER |
| Structure number: | C004003005 |
| Location: | 3W 1.6S ALDA |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 50.9 ft. [15.5 m] |
| Roadway width between curbs: | 14.8 ft. [4.5 m] |
| Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1935 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 25 [as of 2003] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 25.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Poor | Poor | Satisfactory | Fair | 25 | 25.9 |
| September 2015 | Poor | Poor | Satisfactory | Poor | 25 | 21.8 |
| September 2013 | Poor | Poor | Fair | Poor | 25 | 20.7 |
| January 2012 | Poor | Poor | Fair | Poor | 25 | 21.0 |
| January 2010 | Poor | Fair | Satisfactory | Poor | 25 | 20.0 |
| July 2007 | Poor | Fair | Fair | Poor | 25 | 20.0 |
| December 2004 | Poor | Fair | Fair | Poor | 25 | 20.0 |
| November 2002 | Poor | Fair | Fair | Poor | 25 | 20.0 |
| October 2000 | Poor | Fair | Fair | Poor | 25 | 20.0 |
| November 1998 | Poor | Fair | Fair | Poor | 25 | 20.0 |
| August 1996 | Poor | Fair | Fair | Poor | 25 | 20.0 |
| November 1994 | Poor | Fair | Fair | Poor | 25 | 20.0 |
| September 1992 | Poor | Fair | Fair | Poor | 25 | 20.0 |
| November 1990 | Poor | Fair | Fair | Poor | 25 | 20.0 |
© 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/1349009
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1349009