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DIXON RD over BCH LYNCH CREEK

Map 

Coordinates:
+32.31043, -90.25285
32°18'38" N, 90°15'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2016 

Status:Open, no restriction [A]
Average daily traffic:7,800 [as of 2014]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201678.0Functionally obsoleteGoodGoodSatisfactory7800
February 201578.0Functionally obsoleteGoodGoodSatisfactory7800
February 201356.2Functionally obsoleteVery GoodVery GoodSatisfactory7600
February 201156.2Functionally obsoleteVery GoodVery GoodSatisfactory7600
February 201055.2Functionally obsoleteVery GoodVery GoodGood7600
November 200758.2Functionally obsoleteVery GoodVery GoodGood7600
January 200758.2Functionally obsoleteGoodGoodSatisfactory7400
November 200527.7Structurally deficientGoodGoodSatisfactory7400
February 200458.2Functionally obsoleteSatisfactorySatisfactorySatisfactory7400
February 200258.2Functionally obsoleteSatisfactorySatisfactorySatisfactory7400
February 200058.5Functionally obsoleteGoodGoodGood6000
March 199858.5Functionally obsoleteGoodGoodGood6000
April 199658.5Functionally obsoleteGoodGoodGood6000