County Road 59 over Soda Creek
Map
Coordinates:
+44.01512, -104.6388444°00'54" N, 104°38'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 59 over Soda Creek |
Structure number: | EFI |
Location: | 6 Mi. S. Of Upton |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1982 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 59 [as of 2017] |
Truck traffic: | 17% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 52.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $51,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Fair | Satisfactory | Poor | 59 | 52.8 |
April 2016 | Poor | Poor | Satisfactory | Satisfactory | 56 | 62.7 |
April 2014 | Poor | Serious | Satisfactory | Satisfactory | 10 | 60.8 |
March 2012 | Poor | Serious | Satisfactory | Satisfactory | 10 | 60.8 |
March 2010 | Poor | Serious | Satisfactory | Satisfactory | 10 | 60.4 |
April 2008 | Poor | Serious | Fair | Satisfactory | 10 | 50.4 |
March 2006 | Poor | Serious | Fair | Satisfactory | 55 | 50.3 |
April 2004 | Poor | Serious | Fair | Satisfactory | 55 | 50.3 |
March 2002 | Poor | Serious | Fair | Satisfactory | 55 | 50.3 |
April 2000 | Fair | Good | Fair | Fair | 55 | 55.3 |
April 1998 | Fair | Good | Fair | Fair | 55 | 56.3 |
May 1996 | Fair | Good | Fair | Fair | 55 | 56.3 |
April 1994 | Fair | Good | Very Good | Satisfactory | 55 | 66.7 |
May 1992 | Fair | Good | Very Good | Satisfactory | 55 | 66.7 |
July 1990 | Good | Very Good | Very Good | Good | 55 | 66.7 |