WATSON RD over CANAL - 1024


+33.16157, -90.77086
33°09'42" N, 90°46'15" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WATSON RD over CANAL - 1024
Structure number:SA7600000000045
Location:SEC 12 T15N R 6W
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:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:2001
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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Basically intolerable requiring high priority of corrrective action [3]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:95.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$237,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201695.0FairSatisfactorySatisfactorySatisfactoryFO50
January 201595.0FairSatisfactorySatisfactorySatisfactoryFO50
January 201374.5FairSatisfactorySatisfactorySatisfactoryFO50
January 201176.8FairSatisfactorySatisfactoryGood-50
January 201076.8GoodGoodGoodGood-50
February 200875.8GoodGoodGoodGood-50
February 200648.6GoodGoodGoodGood-50
January 200448.6GoodGoodGoodGood-50
March 200248.6GoodGoodGoodGood-50
March 200136.9PoorPoorSeriousCriticalSD50
February 200036.9PoorPoorSeriousCriticalSD50
March 199939.0PoorFairPoorCriticalSD50
February 199739.0PoorFairPoorSeriousSD50
March 199633.9PoorFairSeriousSeriousSD50