LA0182 over CHARENTON

Map 

Facts 

Name:	LA0182 over CHARENTON
Structure number:	035100040609371
Location:	2,4 MI NORTH OF LA 3211
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) [17]
Length of largest span:	299.9 ft. [91.4 m]
Total length:	2422.0 ft. [738.2 m]
Roadway width between curbs:	24.3 ft. [7.4 m]
Deck width edge-to-edge:	26.9 ft. [8.2 m]
Vertical clearance above deck:	15.1 ft. [4.6 m]
Vertical clearance below bridge:	51.8 ft. [15.8 m]
Owner:	State Highway Agency [01]
Year built:	1941
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	7,000 [as of 2009]
Truck traffic:	12% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	28.7 tons [26.1 metric tons]
Inventory rating:	16.8 tons [15.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	38.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$9,445,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	7,865 [as of 1996]
Truck traffic:	12% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	28.7 tons [26.1 metric tons]
Inventory rating:	16.8 tons [15.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	49.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$9,445,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,971 [as of 1991]
Truck traffic:	12% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:	Navigation protection not required [1]
Operating rating:	44.6 tons [40.5 metric tons]
Inventory rating:	21.8 tons [19.8 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	56.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$9,445,000

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