+32.85500, -87.96833
32°51'18" N, 87°58'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 131 over PIPPEN CREEK
Structure number:009638
Old structure number:0000001232054X0 (from 1992 edition)
Location:3.8 MI W EUTAW
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:County Highway Agency [02]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:9
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:730 [as of 1995]
Truck traffic:70% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.1
Estimated cost of work:$1,077,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactoryFairSatisfactory73070.1
February 2016FairSatisfactoryFairSatisfactory73070.1
February 2014FairSatisfactoryFairSatisfactory73070.1
February 2012FairSatisfactorySatisfactorySatisfactory73078.2
February 2010FairSatisfactorySatisfactorySatisfactory73078.2
February 2008FairSatisfactorySatisfactorySatisfactory73078.2
February 2006FairSatisfactorySatisfactorySatisfactory73078.2
January 2003FairSatisfactorySatisfactorySatisfactory73078.2
November 2000FairSatisfactorySatisfactorySatisfactory73078.2
February 1999FairSatisfactorySatisfactorySatisfactory73078.2
January 1997FairSatisfactorySatisfactorySatisfactory73078.2
February 1995FairSatisfactorySatisfactorySatisfactory73078.2
February 1993FairSatisfactorySatisfactorySatisfactory70078.2
February 1991FairSatisfactorySatisfactorySatisfactory70063.6