ROOSEVELT BLVD EXT over ROBERTS AVENUE;SEPTA

Map

Coordinates:
+40.01923, -75.16367
40°01'09" N, 75°09'49" W

Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Name:	ROOSEVELT BLVD EXT over ROBERTS AVENUE;SEPTA
Structure number:	670001013000000
Location:	WAYNE JUNCTION VIA.17F13
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	210.0 ft. `[64.0 m]`
Total length:	2589.0 ft. `[789.1 m]`
Roadway width between curbs:	65.9 ft. `[20.1 m]`
Deck width edge-to-edge:	72.5 ft. `[22.1 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1960
Year reconstructed:	1983
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:	13
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Status:	Open, no restriction `[A]`
Average daily traffic:	60,438 `[as of 2010]`
Truck traffic:	2% of total traffic
Deck condition:	Fair `[5 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:	82.8 tons `[75.3 metric tons]`
Inventory rating:	49.9 tons `[45.4 metric tons]`
Evaluation:	Structurally deficient `[1]`
Sufficiency rating:	54.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$22,000

Average daily traffic:	18,077 `[as of 2000]`
Evaluation:	Not applicable `[N]`

Status:	Open, no restriction `[A]`
Average daily traffic:	86,950 `[as of 1992]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	82.2 tons `[74.7 metric tons]`
Inventory rating:	46.5 tons `[42.3 metric tons]`
Sufficiency rating:	79.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$4,396,000