SOUTH HIGHLAND AV over CONRAIL,E BSWY,RAVENNAST

Map 

Facts 

Name:	SOUTH HIGHLAND AV over CONRAIL,E BSWY,RAVENNAST
Structure number:	027301000031000
Location:	301100 OV RR&PAT BSWY9804
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Local (Urban) [19]
Length of largest span:	76.1 ft. [23.2 m]
Total length:	117.1 ft. [35.7 m]
Roadway width between curbs:	36.1 ft. [11.0 m]
Deck width edge-to-edge:	59.7 ft. [18.2 m]
Vertical clearance below bridge:	13.1 ft. [4.0 m]
Skew angle:	70°
Owner:	City or Municipal Highway Agency [04]
Year built:	1925
Year reconstructed:	1966
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	2
Main spans material:	Steel [3]
Main spans design:	Girder and floorbeam system [03]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,296 [as of 2005]
Truck traffic:	5% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	71.8 tons [65.3 metric tons]
Inventory rating:	42.9 tons [39.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	58.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

2000 Inspection 

Average daily traffic:	1,000 [as of 1999]
Evaluation:	Not applicable [N]

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,296 [as of 1991]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	71.3 tons [64.8 metric tons]
Inventory rating:	48.5 tons [44.1 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	92.8
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$275,000

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