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FLAG CHAPEL ROAD over BOGUE CHITTO CREEK

Map 

Coordinates:
+32.36597, -90.26575
32°21'57" N, 90°15'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FLAG CHAPEL ROAD over BOGUE CHITTO CREEK
Structure number:SA2500000000409
Location:SEC 14 T 6N R 1W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
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:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:Bituminous [6]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:66.1
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 201766.1FairGoodGoodFairFO5000
February 201666.1FairGoodGoodFairFO5000
February 201566.1FairGoodGoodFairFO5000
February 201477.4FairGoodGoodSatisfactoryFO5000
February 201255.3FairGoodGoodSatisfactoryFO5000
February 201054.3FairGoodGoodSatisfactoryFO5000
November 200757.3FairGoodGoodSatisfactoryFO5000
November 200557.3FairGoodGoodSatisfactoryFO5000
February 200456.2FairGoodGoodSatisfactoryFO5000
March 200255.2FairGoodGoodSatisfactoryFO5000