Share:

DIXON RD over LYNCH CREEK

Map

Coordinates:
+32.32139, -90.25274
32°19'17" 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]
Operating rating:102.0 tons [92.7 metric tons]
Inventory rating:60.9 tons [55.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201778.1GoodVery GoodVery GoodVery Good-7600
February 201578.1GoodVery GoodVery GoodVery Good-7600
February 201378.1GoodVery GoodVery GoodVery Good-7600
February 201178.1GoodVery GoodVery GoodVery Good-7600
February 20102.0PoorCriticalCriticalImminent FailureSD7600
November 200756.2FairGoodGoodSatisfactoryFO7600
November 200556.2FairGoodGoodSatisfactoryFO7400
February 200456.2FairGoodGoodSatisfactoryFO7400
February 200256.2FairGoodGoodSatisfactoryFO7400
February 200056.4GoodVery GoodVery GoodGoodFO6400
March 199856.4GoodVery GoodVery GoodGoodFO6400
April 199656.4GoodVery GoodVery GoodGoodFO6400