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DIXON RD over BCH LYNCH CREEK

Map

Coordinates:
+32.31043, -90.25285
32°18'38" N, 90°15'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DIXON RD over BCH LYNCH CREEK
Structure number:SA2500000000102
Location:SEC 1 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:Fair
Status:Open, no restriction [A]
Average daily traffic:7,800 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:78.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$230,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201778.0FairGoodGoodSatisfactoryFO7800
February 201678.0FairGoodGoodSatisfactoryFO7800
February 201578.0FairGoodGoodSatisfactoryFO7800
February 201356.2FairVery GoodVery GoodSatisfactoryFO7600
February 201156.2FairVery GoodVery GoodSatisfactoryFO7600
February 201055.2GoodVery GoodVery GoodGoodFO7600
November 200758.2GoodVery GoodVery GoodGoodFO7600
January 200758.2FairGoodGoodSatisfactoryFO7400
November 200527.7FairGoodGoodSatisfactorySD7400
February 200458.2FairSatisfactorySatisfactorySatisfactoryFO7400
February 200258.2FairSatisfactorySatisfactorySatisfactoryFO7400
February 200058.5GoodGoodGoodGoodFO6000
March 199858.5GoodGoodGoodGoodFO6000
April 199658.5GoodGoodGoodGoodFO6000