Share: 
LOCAL RD. 58 over BIG TIMBER CREEK
Map
Coordinates:
+39.95351, -101.50444
39°57'13" N, 101°30'16" W
+39.95351, -101.50444
39°57'13" N, 101°30'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL RD. 58 over BIG TIMBER CREEK |
| Structure number: | 000120375003064 |
| Location: | 13.5N 2.0E OF BIRD CITY |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 19.4 ft. [5.9 m] |
| Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1940 |
| Year reconstructed: | 2015 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 10 [as of 2014] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 48.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $180,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Good | Satisfactory | Satisfactory | 10 | 48.6 |
| December 2015 | Fair | Good | Satisfactory | Satisfactory | 10 | 64.5 |
| January 2015 | Poor | Satisfactory | Serious | Fair | 10 | 40.0 |
| January 2014 | Poor | Satisfactory | Poor | Fair | 10 | 40.0 |
| January 2013 | Fair | Satisfactory | Fair | Fair | 10 | 40.0 |
| December 2011 | Fair | Satisfactory | Fair | Satisfactory | 10 | 40.0 |
| January 2011 | Fair | Satisfactory | Fair | Satisfactory | 10 | 40.0 |
| February 2010 | Fair | Satisfactory | Fair | Satisfactory | 10 | 40.0 |
| December 2008 | Fair | Satisfactory | Fair | Satisfactory | 10 | 40.0 |
| April 2007 | Fair | Satisfactory | Fair | Satisfactory | 10 | 40.0 |
| March 2005 | Fair | Satisfactory | Fair | Satisfactory | 10 | 40.0 |
| January 2003 | Fair | Satisfactory | Fair | Satisfactory | 10 | 40.0 |
| January 2001 | Fair | Satisfactory | Fair | Satisfactory | 10 | 40.0 |
| December 1998 | Fair | Satisfactory | Fair | Satisfactory | 10 | 40.0 |
| January 1997 | Fair | Good | Satisfactory | Good | 10 | 47.0 |
| February 1995 | Good | Good | Good | Good | 10 | 46.0 |
| May 1993 | Fair | Good | Fair | Good | 10 | 39.0 |
| July 1991 | Fair | Good | Satisfactory | Good | 10 | 38.0 |
© 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/1188597
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1188597