Share: 
COUNTY HIGHWAY over SNAKE RIVER
Map
Coordinates:
+42.61333, -101.27833
42°36'48" N, 101°16'42" W
+42.61333, -101.27833
42°36'48" N, 101°16'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY HIGHWAY over SNAKE RIVER |
| Structure number: | C001638305P |
| Location: | 22S .5W OF CODY |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 59.1 ft. [18.0 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 18.7 ft. [5.7 m] |
| Deck width edge-to-edge: | 19.7 ft. [6.0 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: | Girder and floorbeam system [03] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 2003] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 35.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Poor | Poor | Poor | Fair | 20 | 35.0 |
| June 2015 | Poor | Satisfactory | Poor | Fair | 20 | 38.2 |
| June 2013 | Fair | Satisfactory | Fair | Fair | 20 | 44.6 |
| January 2012 | Fair | Satisfactory | Fair | Fair | 20 | 43.0 |
| February 2010 | Fair | Satisfactory | Fair | Fair | 20 | 43.0 |
| February 2008 | Poor | Fair | Poor | Fair | 20 | 58.8 |
| August 2006 | Poor | Fair | Poor | Good | 20 | 59.8 |
| June 2004 | Fair | Fair | Fair | Good | 20 | 75.8 |
| October 2002 | Fair | Fair | Fair | Good | 20 | 75.8 |
| October 2000 | Fair | Fair | Fair | Good | 20 | 75.8 |
| October 1998 | Fair | Fair | Fair | Good | 20 | 75.8 |
| June 1996 | Good | Good | Very Good | Good | 20 | 67.9 |
| November 1994 | Good | Good | Very Good | Good | 20 | 68.0 |
| November 1992 | Good | Excellent | Excellent | Good | 20 | 77.2 |
| October 1990 | Good | Excellent | Excellent | Good | 20 | 77.2 |
© 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/1346211
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1346211