I-195 over NORTH MIAMI AVE

Map 

Facts 

Name:	I-195 over NORTH MIAMI AVE
Structure number:	870312
Location:	I-195 & N MIAMI AVE
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	77.1 ft. [23.5 m]
Total length:	161.1 ft. [49.1 m]
Roadway width between curbs:	81.7 ft. [24.9 m]
Deck width edge-to-edge:	90.9 ft. [27.7 m]
Vertical clearance below bridge:	15.1 ft. [4.6 m]
Owner:	State Highway Agency [01]
Year built:	1960
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:	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:	92,000 [as of 2008]
Truck traffic:	6% 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:	75.2 tons [68.4 metric tons]
Inventory rating:	45.2 tons [41.1 metric tons]
Sufficiency rating:	80.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	98,721 [as of 1997]
Deck condition:	Good [7 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]
Operating rating:	108.9 tons [99.0 metric tons]
Inventory rating:	75.9 tons [69.0 metric tons]
Sufficiency rating:	79.0

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	93,276 [as of 1989]
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]
Operating rating:	47.5 tons [43.2 metric tons]
Inventory rating:	41.6 tons [37.8 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	77.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$30,000

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