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TWILIGHT RD over CK
Map
Coordinates:
+45.01901, -103.04041
45°01'08" N, 103°02'25" W
+45.01901, -103.04041
45°01'08" N, 103°02'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TWILIGHT RD over CK |
| Structure number: | 000000010500134 |
| Location: | 6.4S & 11.5E HOOVER |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1940 |
| Year reconstructed: | 1965 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Wood or timber [7] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 8 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 40.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Poor | Satisfactory | Fair | Serious | 8 | 40.9 |
| August 2016 | Poor | Satisfactory | Fair | Poor | 8 | 42.9 |
| August 2014 | Poor | Satisfactory | Satisfactory | Poor | 8 | 42.9 |
| September 2012 | Poor | Satisfactory | Satisfactory | Poor | 8 | 55.3 |
| October 2010 | Fair | Satisfactory | Satisfactory | Fair | 8 | 71.3 |
| October 2008 | Fair | Satisfactory | Satisfactory | Fair | 8 | 71.3 |
| October 2006 | Fair | Satisfactory | Satisfactory | Fair | 8 | 71.3 |
| November 2004 | Fair | Satisfactory | Satisfactory | Fair | 8 | 71.3 |
| July 2002 | Fair | Satisfactory | Satisfactory | Fair | 8 | 71.3 |
| November 2000 | Fair | Satisfactory | Satisfactory | Fair | 8 | 71.3 |
| June 1998 | Fair | Satisfactory | Satisfactory | Fair | 8 | 71.3 |
| June 1996 | Fair | Satisfactory | Fair | Satisfactory | 8 | 71.3 |
| May 1994 | Fair | Satisfactory | Fair | Satisfactory | 8 | 71.0 |
| May 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 8 | 69.7 |
| May 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 8 | 69.7 |
© 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/1490758
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1490758