SCHLEGEL over SAND CREEK

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

Map

Coordinates:
+35.94839, -96.67779
35°56'54" N, 96°40'40" W

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

Name:	SCHLEGEL over SAND CREEK
Structure number:	009130000000000
Location:	SCHLEGELESECO .6S
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	37.1 ft. `[11.3 m]`
Total length:	41.0 ft. `[12.5 m]`
Roadway width between curbs:	15.7 ft. `[4.8 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1920
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Gravel `[8]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	100 `[as of 2010]`
Truck traffic:	10% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Imminent Failure `[1 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
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:	23.1
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
March 2011	Poor	Poor	Imminent Failure	Poor	100	23.1
February 2009	Poor	Poor	Poor	Poor	100	30.5
October 2007	Poor	Poor	Poor	Poor	100	30.5
July 2005	Poor	Poor	Serious	Fair	100	23.1
April 2004	Poor	Poor	Serious	Fair	100	23.1
February 2003	Poor	Poor	Critical	Fair	100	23.1
March 2002	Poor	Poor	Serious	Fair	100	23.1
January 2001	Poor	Poor	Serious	Fair	100	23.1
December 1999	Poor	Poor	Critical	Satisfactory	100	23.1
January 1999	Poor	Poor	Critical	Satisfactory	100	23.1
January 1997	Poor	Poor	Serious	Satisfactory	100	23.1
January 1996	Poor	Poor	Fair	Satisfactory	100	33.8
January 1995	Poor	Poor	Fair	Satisfactory	100	49.7
January 1993	Poor	Poor	Fair	Satisfactory	100	49.7
January 1992	Poor	Poor	Fair	Satisfactory	100	46.5