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REESE ROAD over CANEY CREEK

Map

Coordinates:
+31.79029, -90.50648
31°47'25" N, 90°30'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:REESE ROAD over CANEY CREEK
Structure number:SA1500000000164
Location:SEC 33 T10N R 7E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:30 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:7.6 tons [6.9 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Sufficiency rating:37.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$99,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201637.0PoorPoorSeriousFairSD30
November 201537.0PoorPoorPoorFairSD30
November 201437.0PoorPoorPoorFairSD30
November 201339.0FairFairFairFairSD30
November 201239.0FairFairFairFairSD30
November 201139.0FairFairFairFairSD30
November 201039.0FairFairFairFairSD30
October 200939.0FairFairFairFairSD30
October 200838.8FairFairFairFairSD60
October 200738.8FairFairFairFairSD60
December 200638.8FairFairFairFairSD80
December 200539.8FairSatisfactoryFairFairSD80
October 200438.8FairSatisfactoryFairFairSD80
January 200438.8FairSatisfactoryFairFairSD80
December 200138.8FairSatisfactorySatisfactoryFairSD80
January 200148.8FairSatisfactorySatisfactorySatisfactorySD60
December 199948.8FairSatisfactorySatisfactorySatisfactorySD60
February 199948.8FairSatisfactorySatisfactorySatisfactorySD60
February 199854.0FairGoodGoodSatisfactorySD60
February 199754.0FairGoodGoodSatisfactorySD60