SOUTHAMPTON ROAD over CONRAIL (NYSL)

Map 

Facts 

Name:	SOUTHAMPTON ROAD over CONRAIL (NYSL)
Structure number:	677301019000420
Location:	WEST LONDON STREET 10A07
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Collector (Urban) [17]
Length of largest span:	62.0 ft. [18.9 m]
Total length:	63.0 ft. [19.2 m]
Roadway width between curbs:	44.0 ft. [13.4 m]
Deck width edge-to-edge:	58.7 ft. [17.9 m]
Vertical clearance below bridge:	19.7 ft. [6.0 m]
Skew angle:	4°
Owner:	Town or Township Highway Agency [03]
Year built:	1975
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,000 [as of 1982]
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:	75.8 tons [68.9 metric tons]
Inventory rating:	35.0 tons [31.8 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	93.1

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,000 [as of 1982]
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:	34.7 tons [31.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	77.5

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,000 [as of 1982]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Very Good [8 out of 9]
Operating rating:	53.2 tons [48.4 metric tons]
Inventory rating:	34.7 tons [31.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	73.5

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