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CO RD 69 over COBB CREEK TRIB

Map

Coordinates:
+32.62667, -88.02167
32°37'36" N, 88°01'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 69 over COBB CREEK TRIB
Structure number:013889
Old structure number:0000000432012Z0 (from 1992 edition)
Location:1.5 MI SW TISHABEE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:24.0 ft. [7.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1986
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: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: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:241 [as of 1995]
Truck traffic:23% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.5
Estimated cost of work:$499,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodVery GoodVery GoodVery Good24189.5
March 2016GoodVery GoodVery GoodVery Good24189.5
February 2014FairVery GoodSatisfactoryVery Good24189.5
February 2012GoodVery GoodVery GoodVery Good24189.5
February 2010GoodVery GoodVery GoodVery Good24189.5
February 2008GoodVery GoodVery GoodVery Good24189.5
January 2006GoodVery GoodVery GoodVery Good24189.5
January 2003GoodVery GoodVery GoodVery Good24189.5
November 2000GoodGoodGoodGood24189.5
February 1999GoodGoodGoodGood24189.5
February 1997GoodGoodGoodGood24189.5
February 1995GoodGoodGoodGood24189.0
January 1993GoodGoodGoodGood23089.0
February 1991GoodGoodGoodGood23083.9