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ROBINSON RD over CANEY CREEK

Map

Coordinates:
+32.27128, -90.26078
32°16'17" N, 90°15'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ROBINSON RD over CANEY CREEK
Structure number:SA2500000000136
Location:SEC 13 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1966
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:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:7,400 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Imminent Failure [1 out of 9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:13.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$127,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201713.6PoorGoodGoodImminent FailureSD7400
February 201613.6PoorGoodGoodImminent FailureSD7400
February 201513.6PoorGoodGoodPoorSD7400
February 201413.6PoorGoodGoodPoorSD7400
February 201313.6PoorGoodGoodPoorSD7400
February 201147.8FairGoodGoodFairFO7400
February 201047.8FairGoodGoodFairFO7400
November 200747.8FairGoodGoodFairFO7400
November 200547.8FairGoodGoodFairFO7400
February 200447.8FairGoodGoodFairFO7400
January 200247.8FairGoodGoodFairFO7400
February 200058.2FairGoodGoodSatisfactoryFO7250
March 199858.2FairGoodGoodSatisfactoryFO7250
April 199658.2FairGoodGoodSatisfactoryFO7250