FARRIS CEMETERY RD over SANDY CREEK

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

Map

Coordinates:
+34.24375, -95.84860
34°14'38" N, 95°50'55" W

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

Name:	FARRIS CEMETERY RD over SANDY CREEK
Structure number:	013920000000000
Location:	1.0 E, 1.3 S FARRIS
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	49.9 ft. `[15.2 m]`
Roadway width between curbs:	13.5 ft. `[4.1 m]`
Deck width edge-to-edge:	13.5 ft. `[4.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1924
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:	100 `[as of 2013]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	20.7
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
January 2015	Poor	Good	Poor	Poor	100	20.7
December 2012	Poor	Good	Poor	Poor	100	20.7
September 2010	Poor	Good	Poor	Poor	100	20.7
February 2008	Poor	Good	Poor	Fair	100	21.7
March 2006	Poor	Good	Poor	Fair	100	21.7
May 2004	Poor	Good	Poor	Fair	100	21.7
May 2002	Poor	Good	Fair	Poor	100	21.7
May 2000	Poor	Critical	Critical	Poor	100	16.0
May 1998	Poor	Satisfactory	Poor	Poor	100	21.7
May 1996	Poor	Good	Fair	Poor	100	21.7
June 1994	Fair	Satisfactory	Fair	Fair	100	21.7
October 1992	Fair	Fair	Fair	Fair	100	20.7