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FAS624 AVONDARLOVE over CANAL

Map

Coordinates:
+33.21732, -90.89590
33°13'02" N, 90°53'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS624 AVONDARLOVE over CANAL
Structure number:SA7600000000134
Location:SEC 23 T16N R 7W B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 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, posting recommended but not legally implemented [B]
Average daily traffic:160 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:4.5 tons [4.1 metric tons]
Sufficiency rating:27.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$211,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201627.7FairFairFairFairSD160
January 201627.7FairFairFairFairSD160
January 201527.7FairFairFairFairSD160
January 201427.7FairFairFairFairSD160
January 201327.7FairFairFairFairSD160
January 201228.7PoorSatisfactorySatisfactoryPoorSD160
January 201128.7PoorSatisfactorySatisfactoryPoorSD160
January 201028.7PoorSatisfactoryFairPoorSD160
February 200928.7PoorSatisfactoryFairPoorSD160
February 200828.7PoorSatisfactoryFairPoorSD160
January 200728.7PoorSatisfactoryFairPoorSD160
February 200628.7PoorSatisfactoryFairPoorSD160
February 200528.7PoorSatisfactoryFairPoorSD160
January 200428.7PoorSatisfactoryFairPoorSD160
February 200228.7PoorSatisfactoryFairPoorSD160
March 200128.7PoorSatisfactoryFairPoorSD160
February 200028.7PoorSatisfactoryFairPoorSD160
February 199866.1FairSatisfactorySatisfactorySatisfactory-160
February 199666.1FairSatisfactorySatisfactoryGood-160