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S SARDIS RD over BAHALA CREEK

Map

Coordinates:
+31.79630, -90.33044
31°47'47" N, 90°19'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S SARDIS RD over BAHALA CREEK
Structure number:SA1500000000180
Location:SEC 31 T10N R 9E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:2000
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:5
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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2014]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:44.2 tons [40.2 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201599.0GoodVery GoodVery GoodVery Good-60
November 201399.0GoodVery GoodVery GoodVery Good-60
November 201199.0GoodVery GoodVery GoodVery Good-60
October 200999.0GoodVery GoodVery GoodVery Good-60
October 200799.0GoodVery GoodVery GoodVery Good-60
December 200599.0GoodVery GoodVery GoodVery Good-60
January 200478.5GoodVery GoodVery GoodVery Good-60
December 200178.5GoodVery GoodVery GoodVery Good-60
January 200178.5GoodVery GoodVery GoodVery Good-60
December 199940.0PoorSatisfactorySatisfactoryPoorSD60
February 199940.0PoorSatisfactorySatisfactoryPoorSD60
February 199847.3FairSatisfactorySatisfactoryFairSD60
February 199737.9PoorSatisfactorySatisfactoryPoorSD60