SPOKANE ST EB LANE over I-5

Map 

Facts 

Name:	SPOKANE ST EB LANE over I-5
Structure number:	0007741T0000000
Location:	5.5 N JCT SR 900
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	116.1 ft. [35.4 m]
Total length:	1793.1 ft. [546.5 m]
Roadway width between curbs:	27.9 ft. [8.5 m]
Deck width edge-to-edge:	32.5 ft. [9.9 m]
Vertical clearance above deck:	17.1 ft. [5.2 m]
Vertical clearance below bridge:	18.7 ft. [5.7 m]
Owner:	State Highway Agency [01]
Year built:	1966
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:	20
Main spans material:	Concrete continuous [2]
Main spans design:	Box beam or girders - Multiple [05]
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:	31,271 [as of 2007]
Truck traffic:	5% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	63.4 tons [57.6 metric tons]
Inventory rating:	37.6 tons [34.2 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	34.0
Estimated cost of work:	$822,000

2000 Inspection 

Average daily traffic:	158,692 [as of 1994]
Evaluation:	Not applicable [N]

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	4,000 [as of 1976]
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	54.5 tons [49.5 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	81.5
Recommended work:	Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:	$3,561,000

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