INTERSTATE 5 over LAUREL STREET

Map 

Facts 

Name:	INTERSTATE 5 over LAUREL STREET
Structure number:	57 0455
Location:	11-SD-005-R17.21-SD
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	75.1 ft. [22.9 m]
Total length:	75.1 ft. [22.9 m]
Roadway width between curbs:	162.1 ft. [49.4 m]
Deck width edge-to-edge:	173.9 ft. [53.0 m]
Vertical clearance below bridge:	24.6 ft. [7.5 m]
Skew angle:	16°
Owner:	State Highway Agency [01]
Year built:	1962
Year reconstructed:	1989
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Prestressed concrete [5]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	159,000 [as of 2000]
Truck traffic:	4% 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:	99.1 tons [90.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	78.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	169,600 [as of 1997]
Truck traffic:	4% of total traffic
Deck condition:	Good [7 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]
Inventory rating:	35.9 tons [32.6 metric tons]
Sufficiency rating:	78.0

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	178,200 [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]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	78.0

Comments