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OLD JACKSON RD. over SOUTH CANAL

Map 

Coordinates:
+32.48988, -89.35423
32°29'24" N, 89°21'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD JACKSON RD. over SOUTH CANAL
Structure number:SA6200000000143
Location:SEC 34 T 8N R 9E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1974
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:6
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: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:96.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$390,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201596.9GoodVery GoodVery GoodGood-180
December 201396.9GoodVery GoodVery GoodGood-180
December 201176.4GoodVery GoodVery GoodGood-180
December 200976.4GoodVery GoodVery GoodVery Good-180
January 200873.2GoodVery GoodVery GoodVery Good-320
September 200573.2GoodVery GoodVery GoodVery Good-320
December 200373.2GoodVery GoodVery GoodVery Good-320
December 200173.2GoodVery GoodVery GoodVery Good-320
December 199976.4GoodVery GoodVery GoodVery Good-200
November 199776.4GoodVery GoodVery GoodVery Good-200
December 199576.4GoodVery GoodVery GoodVery Good-200