CO 61 over BUTLER CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+34.98589, -87.61550
34°59'09" N, 87°36'56" W

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]`

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

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