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W. CHEROKEE (93) over JACK CREEK
Map
Coordinates:
+39.97304, -99.42778
39°58'23" N, 99°25'40" W
+39.97304, -99.42778
39°58'23" N, 99°25'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | W. CHEROKEE (93) over JACK CREEK |
| Structure number: | 000740597603040 |
| Location: | 1.5S OF WOODRUFF |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 44.0 ft. [13.4 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1911 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 2014] |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 26.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $300,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Poor | Serious | Fair | Poor | 5 | 26.0 |
| January 2015 | Poor | Fair | Fair | Poor | 5 | 30.0 |
| March 2013 | Fair | Fair | Fair | Fair | 5 | 31.2 |
| April 2012 | Fair | Fair | Fair | Fair | 5 | 31.2 |
| February 2011 | Fair | Fair | Fair | Fair | 5 | 31.2 |
| April 2008 | Fair | Fair | Satisfactory | Satisfactory | 5 | 33.2 |
| January 2006 | Fair | Fair | Satisfactory | Satisfactory | 5 | 36.0 |
| March 2004 | Fair | Fair | Satisfactory | Satisfactory | 5 | 35.0 |
| December 2001 | Fair | Fair | Satisfactory | Satisfactory | 5 | 35.0 |
| April 2000 | Poor | Fair | Satisfactory | Poor | 5 | 30.2 |
| March 1998 | Fair | Fair | Satisfactory | Fair | 5 | 30.2 |
| April 1996 | Fair | Fair | Satisfactory | Fair | 5 | 30.2 |
| January 1994 | Fair | Fair | Satisfactory | Fair | 5 | 29.4 |
| February 1992 | Fair | Satisfactory | Good | Good | 5 | 35.1 |
| July 1990 | Fair | Satisfactory | Good | Good | 5 | 31.0 |
© 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/1196296
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1196296