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ANTIOCH ROAD over BRANCH OF OKATOMA CREEK

Map

Coordinates:
+31.88478, -89.69147
31°53'05" N, 89°41'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANTIOCH ROAD over BRANCH OF OKATOMA CREEK
Structure number:SA6400000000049
Location:SEC 33 T 1N R 6E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
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:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1980
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201697.0FairGoodVery GoodSatisfactory-200
September 201497.0FairGoodVery GoodSatisfactory-200
September 201291.2FairGoodVery GoodSatisfactory-200
September 201076.5FairGoodVery GoodSatisfactory-200
September 200976.5FairVery GoodVery GoodSatisfactory-200
September 200776.5FairVery GoodVery GoodSatisfactory-200
November 200576.5FairVery GoodVery GoodSatisfactory-200
January 200476.5FairGoodGoodSatisfactory-200
November 200176.5FairGoodGoodSatisfactory-200
December 199976.5FairVery GoodVery GoodSatisfactory-200
February 199876.5GoodVery GoodVery GoodGood-200
January 199676.5GoodVery GoodVery GoodGood-200