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


+34.04262, -94.59709
34°02'33" N, 94°35'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:U.S. 70 over LUKSUKLA CREEK
Structure number:109570000000000
Location:8.4 E JCT US-259
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:49.9 ft. [15.2 m]
Total length:302.2 ft. [92.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2014]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:51.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,464,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2015FairGoodFairGood320051.9
September 2013FairGoodFairGood320051.9
September 2011FairGoodFairGood320051.9
October 2009FairSatisfactorySatisfactorySatisfactory340062.9
September 2007FairSatisfactorySatisfactorySatisfactory360062.9
September 2005FairSatisfactorySatisfactoryGood320062.9
September 2003FairSatisfactorySatisfactoryGood382062.9
March 2002FairSatisfactoryFairGood382055.6
November 1999GoodGoodGoodGood382056.4
October 1997GoodGoodGoodGood296056.4
August 1995FairSatisfactoryGoodGood250065.2
July 1994GoodGoodGoodGood250065.2
March 1993GoodGoodGoodGood250065.2
March 1991FairFairSatisfactorySatisfactory250062.2