S.H. 11 over HOMINY CREEK

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

Map

Coordinates:
+36.25909, -95.97368
36°15'33" N, 95°58'25" W

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

Name:	S.H. 11 over HOMINY CREEK
Structure number:	095350000000000
Old structure number:	7236 0743 X `(from 1992 edition)`
Location:	7.4 MI S WASH. C/L
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	160.1 ft. `[48.8 m]`
Total length:	404.9 ft. `[123.4 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	29.5 ft. `[9.0 m]`
Vertical clearance above deck:	15.1 ft. `[4.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1940
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	5,800 `[as of 2014]`
Truck traffic:	15% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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]`
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:	46.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$4,900,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2015	Poor	Poor	Fair	Fair	5800	46.2
September 2013	Poor	Poor	Fair	Fair	5800	46.2
October 2011	Poor	Poor	Fair	Fair	5800	47.7
December 2009	Poor	Poor	Fair	Fair	5800	47.7
December 2007	Poor	Poor	Fair	Poor	5600	31.7
August 2006	Poor	Poor	Fair	Poor	5700	31.7
July 2005	Poor	Poor	Fair	Fair	5600	33.2
January 2004	Poor	Poor	Fair	Fair	5360	33.2
October 2000	Poor	Poor	Fair	Fair	5170	33.2
September 2000	Poor	Poor	Satisfactory	Poor	5170	18.2
September 1998	Poor	Serious	Satisfactory	Poor	5170	23.9
October 1996	Poor	Serious	Satisfactory	Fair	5080	38.9
December 1994	Poor	Fair	Poor	Fair	6800	35.1
July 1992	Poor	Fair	Poor	Fair	6600	35.1
July 1990	Poor	Poor	Poor	Fair	6600	33.1