DIVISION STREET over Light Rail & CONN SB

Map 

Facts 

Name:	DIVISION STREET over Light Rail & CONN SB
Structure number:	13528A064C01963
Location:	7.0 MI S ORE-WASH LINE
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	115.2 ft. [35.1 m]
Total length:	115.2 ft. [35.1 m]
Roadway width between curbs:	62.0 ft. [18.9 m]
Deck width edge-to-edge:	78.4 ft. [23.9 m]
Vertical clearance below bridge:	17.1 ft. [5.2 m]
Owner:	State Highway Agency [01]
Year built:	1979
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Prestressed concrete [5]
Main span 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:	6,269 [as of 2008]
Truck traffic:	1% 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:	59.8 tons [54.4 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	89.0
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:	$589,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	4,500 [as of 1998]
Truck traffic:	1% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Very Good [8 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	53.5 tons [48.6 metric tons]
Inventory rating:	53.5 tons [48.6 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	85.0
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:	$1,149,000

1992 Inspection 

Average daily traffic:

2,000

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