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BEE BEE AVENUE over DITCH

Map

Coordinates:
+33.17708, -90.89908
33°10'37" N, 90°53'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BEE BEE AVENUE over DITCH
Structure number:SA7600000000065
Location:SEC 3 T15N R 7W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 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: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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2015]
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:82.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$304,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairFairFairSatisfactory5082.0
January 2015FairFairFairSatisfactory5082.0
January 2013FairFairFairSatisfactory5062.5
January 2011FairFairFairGood5062.5
January 2010FairSatisfactoryFairGood5059.5
February 2008FairSatisfactoryFairGood5059.5
January 2007FairSatisfactoryFairGood5059.5
February 2006PoorSatisfactoryFairSerious5030.9
February 2005PoorSatisfactoryFairSerious5030.9
January 2004PoorSatisfactoryFairSerious5030.9
February 2002PoorSatisfactoryFairSerious5030.9
March 2001PoorSatisfactoryFairSerious5030.9
February 2000PoorSatisfactoryFairSerious5030.9
March 1999PoorSatisfactoryFairSerious5030.9
February 1996FairSatisfactorySatisfactorySatisfactory5067.8