INTERSTATE 580 over GOLF LINKS ROAD

Map 

Facts 

Name:	INTERSTATE 580 over GOLF LINKS ROAD
Structure number:	33 0354
Location:	04-ALA-580-R36.34-OAK
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	89.9 ft. [27.4 m]
Total length:	180.1 ft. [54.9 m]
Roadway width between curbs:	136.2 ft. [41.5 m]
Deck width edge-to-edge:	140.1 ft. [42.7 m]
Vertical clearance below bridge:	15.4 ft. [4.7 m]
Skew angle:	8°
Owner:	State Highway Agency [01]
Year built:	1965
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:	3
Main spans material:	Concrete continuous [2]
Main spans design:	Box beam or girders - Multiple [05]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	166,000 [as of 1998]
Truck traffic:	3% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	85.6 tons [77.8 metric tons]
Inventory rating:	51.7 tons [47.0 metric tons]
Sufficiency rating:	96.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	145,200 [as of 1997]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Inventory rating:	60.8 tons [55.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	93.0

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	125,600 [as of 1990]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Inventory rating:	60.4 tons [54.9 metric tons]
Sufficiency rating:	96.0

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