CO 61 over BUTLER CREEK
Map
Coordinates:
+34.98589, -87.6155034°59'09" N, 87°36'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CO 61 over BUTLER CREEK |
Structure number: | 001467 |
Old structure number: | 0000006139054Z0 (from 1992 edition) |
Location: | 1.5 MI N INT CO 8 * 61 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1936 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2015
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 220 [as of 1989] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 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 replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 condition. [5] |
Sufficiency rating: | 22.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $799,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2015 | Poor | Fair | Fair | Serious | 220 | 22.6 |
January 2015 | Poor | Fair | Fair | Serious | 220 | 22.6 |
January 2014 | Poor | Fair | Fair | Serious | 220 | 22.6 |
January 2013 | Poor | Fair | Fair | Serious | 220 | 22.6 |
February 2012 | Poor | Fair | Fair | Serious | 220 | 22.6 |
January 2011 | Poor | Fair | Fair | Serious | 220 | 22.6 |
January 2009 | Poor | Fair | Fair | Serious | 220 | 22.6 |
January 2007 | Poor | Fair | Fair | Serious | 220 | 22.6 |
February 2005 | Poor | Fair | Fair | Serious | 220 | 22.6 |
January 2003 | Poor | Fair | Fair | Serious | 220 | 22.6 |
February 2001 | Poor | Fair | Fair | Serious | 220 | 22.6 |
February 1999 | Poor | Fair | Fair | Serious | 220 | 22.4 |
December 1996 | Poor | Fair | Fair | Serious | 220 | 22.4 |
October 1994 | Poor | Fair | Poor | Poor | 220 | 20.0 |
November 1992 | Poor | Fair | Poor | Poor | 220 | 20.0 |
January 1991 | Poor | Fair | Poor | Fair | 220 | 27.4 |