ROUTE 710 SB over FLORAL DRIVE

Map 

Facts 

Name:	ROUTE 710 SB over FLORAL DRIVE
Structure number:	53 1155L
Location:	07-LA-710-25.21-LA
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	61.0 ft. [18.6 m]
Total length:	65.0 ft. [19.8 m]
Roadway width between curbs:	77.1 ft. [23.5 m]
Deck width edge-to-edge:	80.7 ft. [24.6 m]
Vertical clearance below bridge:	23.6 ft. [7.2 m]
Skew angle:	10°
Owner:	State Highway Agency [01]
Year built:	1960
Year reconstructed:	1967
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Concrete [1]
Main span design:	Box beam or girders - Multiple [05]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	75,000 [as of 1998]
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	85.8 tons [78.0 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	91.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	30,000 [as of 1997]
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	85.8 tons [78.0 metric tons]
Inventory rating:	35.9 tons [32.6 metric tons]
Sufficiency rating:	95.2

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	61,000 [as of 1990]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	85.1 tons [77.4 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	93.4

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