S.H. 63 over BILLY CREEK

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


+34.68208, -94.77582
34°40'55" N, 94°46'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 63 over BILLY CREEK
Structure number:126380000000000
Old structure number:4040 1679 X (from 1992 edition)
Location:17 MI SE JCT US271
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:212.9 ft. [64.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:610 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:48.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,105,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016PoorFairPoorFair61048.3
June 2014PoorFairPoorFair61048.3
June 2012FairFairFairFair61067.0
June 2011FairFairFairSatisfactory62066.9
May 2010FairFairFairSatisfactory61067.0
February 2009FairFairSatisfactorySatisfactory65078.2
November 2007FairSatisfactorySatisfactorySatisfactory110069.8
February 2006FairSatisfactorySatisfactoryGood98071.2
June 2004FairSatisfactorySatisfactoryGood83067.1
June 2003FairSatisfactorySatisfactoryGood83067.1
April 2002FairFairSatisfactoryGood83066.0
February 2000PoorSeriousSatisfactoryGood91061.2
November 1997FairGoodSatisfactoryGood77067.0
August 1995FairFairSatisfactorySatisfactory60080.3
April 1993FairFairSatisfactorySatisfactory60080.3
March 1991FairSatisfactorySatisfactorySatisfactory65082.2