E0580 over KENNY CREEK

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

Map

Coordinates:
+36.17439, -96.61815
36°10'28" N, 96°37'05" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	E0580 over KENNY CREEK
Structure number:	019010000000000
Location:	2W .5S .8W OF JENNINGS
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	61.0 ft. `[18.6 m]`
Total length:	80.1 ft. `[24.4 m]`
Roadway width between curbs:	12.8 ft. `[3.9 m]`
Deck width edge-to-edge:	13.8 ft. `[4.2 m]`
Owner:	County Highway Agency `[02]`
Year built:	1911
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	5 `[as of 2014]`
Truck traffic:	10% of total traffic
Deck condition:	Serious `[3 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
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:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	17.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$225,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2015	Poor	Serious	Serious	Fair	5	17.0
August 2013	Poor	Serious	Serious	Fair	5	17.0
August 2011	Poor	Serious	Serious	Fair	5	17.0
January 2011	Poor	Serious	Serious	Fair	5	17.0
November 2009	Poor	Serious	Serious	Fair	5	17.0
November 2007	Poor	Critical	Critical	Fair	24	16.9
July 2006	Poor	Critical	Critical	Fair	24	16.9
July 2005	Poor	Critical	Critical	Fair	24	16.9
July 2004	Poor	Critical	Critical	Fair	10	17.0
May 2003	Poor	Critical	Critical	Fair	10	17.0
July 2002	Poor	Critical	Critical	Fair	10	17.0
June 2001	Poor	Critical	Critical	Fair	10	17.0
July 2000	Poor	Critical	Critical	Fair	10	17.0
August 1999	Poor	Poor	Critical	Satisfactory	10	18.0
July 1998	Poor	Critical	Critical	Fair	100	17.0
January 1997	Poor	Poor	-	Poor	100	18.0
December 1995	Poor	Poor	Poor	Fair	100	17.8
December 1994	Poor	Serious	Poor	Fair	100	16.7
December 1992	Poor	Serious	Poor	Fair	100	24.4