15TH AVE NW over NW LEARY WY

Map 

Facts 

Name:	15TH AVE NW over NW LEARY WY
Structure number:	085175000000000
Location:	15th Ave NW & NW Leary Wy
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	69.9 ft. [21.3 m]
Total length:	349.1 ft. [106.4 m]
Roadway width between curbs:	42.0 ft. [12.8 m]
Deck width edge-to-edge:	48.9 ft. [14.9 m]
Vertical clearance below bridge:	16.1 ft. [4.9 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1957
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	5
Main spans material:	Prestressed concrete [5]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	74,400 [as of 2005]
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]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	35.6 tons [32.4 metric tons]
Inventory rating:	20.8 tons [18.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	56.9
Estimated cost of work:	$1,264,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	55,300 [as of 1990]
Truck traffic:	5% 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:	35.6 tons [32.4 metric tons]
Inventory rating:	20.8 tons [18.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	60.9
Estimated cost of work:	$1,264,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	28,400 [as of 1975]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 out of 9]
Inventory rating:	24.8 tons [22.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	67.9
Estimated cost of work:	$1,264,000

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