I-5 over NORFOLK ST SEWER

Map 

Facts 

Name:	I-5 over NORFOLK ST SEWER
Structure number:	0007617B0000000
Location:	1.0 N JCT SR 900
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	69.9 ft. [21.3 m]
Total length:	74.2 ft. [22.6 m]
Roadway width between curbs:	79.1 ft. [24.1 m]
Deck width edge-to-edge:	81.0 ft. [24.7 m]
Skew angle:	29°
Owner:	State Highway Agency [01]
Year built:	1966
Year reconstructed:	1995
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18+Mod / HS 20+Mod [6]
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:	101,786 [as of 2007]
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory [6 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:	85.1 tons [77.4 metric tons]
Inventory rating:	50.5 tons [45.9 metric tons]
Sufficiency rating:	88.5
Estimated cost of work:	$120,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	84,229 [as of 1994]
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory [6 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:	85.1 tons [77.4 metric tons]
Inventory rating:	50.5 tons [45.9 metric tons]
Sufficiency rating:	90.1
Estimated cost of work:	$120,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	68,850 [as of 1984]
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	54.5 tons [49.5 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	92.8
Estimated cost of work:	$440,000

Comments