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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

Facts

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]

Latest Available Inspection: March 2011

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2011PoorPoorImminent FailurePoor10023.1
February 2009PoorPoorPoorPoor10030.5
October 2007PoorPoorPoorPoor10030.5
July 2005PoorPoorSeriousFair10023.1
April 2004PoorPoorSeriousFair10023.1
February 2003PoorPoorCriticalFair10023.1
March 2002PoorPoorSeriousFair10023.1
January 2001PoorPoorSeriousFair10023.1
December 1999PoorPoorCriticalSatisfactory10023.1
January 1999PoorPoorCriticalSatisfactory10023.1
January 1997PoorPoorSeriousSatisfactory10023.1
January 1996PoorPoorFairSatisfactory10033.8
January 1995PoorPoorFairSatisfactory10049.7
January 1993PoorPoorFairSatisfactory10049.7
January 1992PoorPoorFairSatisfactory10046.5