I-195 (SR-112) over NW 2 AVE

Map 

Facts 

Name:	I-195 (SR-112) over NW 2 AVE
Structure number:	870310
Location:	0.3MI E OF I-95
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	63.0 ft. [19.2 m]
Total length:	149.0 ft. [45.4 m]
Roadway width between curbs:	92.5 ft. [28.2 m]
Deck width edge-to-edge:	113.5 ft. [34.6 m]
Vertical clearance below bridge:	16.7 ft. [5.1 m]
Owner:	State Highway Agency [01]
Year built:	1961
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 2009]
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:	66.6 tons [60.5 metric tons]
Inventory rating:	39.9 tons [36.3 metric tons]
Sufficiency rating:	86.4

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	11,100 [as of 1997]
Deck condition:	Very Good [8 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:	73.7 tons [67.0 metric tons]
Sufficiency rating:	87.6

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	68,328 [as of 1989]
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:	67.3 tons [61.2 metric tons]
Inventory rating:	60.4 tons [54.9 metric tons]
Sufficiency rating:	84.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$25,000

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