RAMP TO I65 SBL over 2 ND AVE NO

Map 

Facts 

Name:	RAMP TO I65 SBL over 2 ND AVE NO
Structure number:	009905
Location:	I 65 & 2 ND AVE NO
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	86.0 ft. [26.2 m]
Total length:	187.0 ft. [57.0 m]
Roadway width between curbs:	19.0 ft. [5.8 m]
Deck width edge-to-edge:	21.0 ft. [6.4 m]
Vertical clearance below bridge:	14.8 ft. [4.5 m]
Skew angle:	15°
Owner:	State Highway Agency [01]
Year built:	1969
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:	Steel continuous [4]
Main spans 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:	14,662 [as of 2008]
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:	62.8 tons [57.1 metric tons]
Inventory rating:	38.0 tons [34.5 metric tons]
Sufficiency rating:	91.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,452,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	16,000 [as of 1998]
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:	62.9 tons [57.2 metric tons]
Inventory rating:	38.0 tons [34.5 metric tons]
Sufficiency rating:	91.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$584,000

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