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DIXON RD over LYNCH CREEK

Map

Coordinates:
+32.32406, -90.25283
32°19'27" N, 90°15'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DIXON RD over LYNCH CREEK
Structure number:SA2500000000270
Location:SEC 36 T 6N 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:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2010
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,600 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:78.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$175,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodVery GoodVery Good760078.1
February 2015GoodVery GoodVery GoodVery Good760078.1
February 2013GoodVery GoodVery GoodVery Good760078.1
February 2011GoodVery GoodVery GoodVery Good760078.1
February 2010PoorCriticalCriticalImminent Failure76002.0
November 2007FairGoodGoodSatisfactory760056.2
November 2005FairGoodGoodSatisfactory740056.2
February 2004FairGoodGoodSatisfactory740056.2
February 2002FairGoodGoodSatisfactory740056.2
February 2000GoodVery GoodVery GoodGood640056.4
March 1998GoodVery GoodVery GoodGood640056.4
April 1996GoodVery GoodVery GoodGood640056.4