S.H. 76 over WASHITA RIVER

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

Map

Coordinates:
+34.81796, -97.59818
34°49'05" N, 97°35'53" W

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

Name:	S.H. 76 over WASHITA RIVER
Structure number:	131210000000000
Old structure number:	2536 0936 X `(from 1992 edition)`
Location:	9.4 MI N STEPHENS CO
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	210.0 ft. `[64.0 m]`
Total length:	622.1 ft. `[189.6 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Vertical clearance above deck:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1953
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
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:	5,400 `[as of 2013]`
Truck traffic:	15% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 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:	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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	32.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$6,746,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2014	Poor	Poor	Poor	Poor	5400	32.9
October 2012	Poor	Poor	Poor	Poor	5400	34.9
October 2010	Poor	Poor	Fair	Fair	5100	43.8
November 2009	Poor	Poor	Fair	Fair	5700	43.7
October 2008	Poor	Poor	Fair	Fair	5700	43.7
December 2007	Poor	Poor	Fair	Fair	5200	43.7
November 2006	Poor	Poor	Fair	Fair	5200	43.7
July 2005	Poor	Poor	Fair	Fair	5500	43.7
October 2003	Poor	Critical	Fair	Poor	4700	33.8
January 2002	Poor	Critical	Fair	Poor	6000	25.9
December 2000	Poor	Critical	Poor	Poor	4830	25.9
December 1998	Poor	Critical	Fair	Fair	4830	41.9
December 1996	Poor	Imminent Failure	Fair	Fair	5860	41.9
November 1994	Poor	Serious	Fair	Satisfactory	5900	49.1
October 1992	Fair	Fair	Satisfactory	Satisfactory	5800	55.0
May 1991	Poor	Poor	Fair	Satisfactory	5800	48.1