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


+34.77887, -96.70917
34°46'44" N, 96°42'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 19 over BIG SANDY CREEK
Structure number:170290000000000
Location:1E JCT SH 3W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:100.1 ft. [30.5 m]
Total length:381.9 ft. [116.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2013

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:8,200 [as of 2013]
Truck traffic:16% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:33.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,747,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2013PoorPoorPoorSerious820033.9
October 2012PoorPoorPoorSerious820033.9
December 2011PoorPoorPoorSerious835033.9
November 2010PoorPoorPoorSerious805033.9
November 2009PoorPoorPoorPoor800050.9
December 2008PoorPoorPoorPoor820050.9
December 2007PoorPoorPoorPoor910050.9
October 2006PoorPoorPoorPoor875046.9
June 2005PoorPoorPoorPoor870046.9
August 2003PoorSeriousPoorSatisfactory825041.7
July 2002PoorSeriousFairSatisfactory1510059.0
July 2001PoorSeriousFairSatisfactory1510059.0
July 1999PoorPoorFairSatisfactory699062.3
July 1997PoorPoorFairSatisfactory674062.4
July 1995PoorPoorPoorSatisfactory605048.0
April 1994FairFairSatisfactorySatisfactory605078.3
November 1993FairFairSatisfactorySatisfactory605078.3
October 1991FairFairSatisfactorySatisfactory600074.2