PENN LINCOLN PY over SALINE STREET

Map

Coordinates:
+40.42938, -79.94243
40°25'46" N, 79°56'33" W

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

Name:	PENN LINCOLN PY over SALINE STREET
Structure number:	020376003421860
Location:	SALINE ST BRIDGE
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	67.9 ft. `[20.7 m]`
Total length:	472.1 ft. `[143.9 m]`
Roadway width between curbs:	91.9 ft. `[28.0 m]`
Deck width edge-to-edge:	95.5 ft. `[29.1 m]`
Vertical clearance below bridge:	15.7 ft. `[4.8 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1951
Year reconstructed:	2007
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:	7
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Status:	Open, no restriction `[A]`
Average daily traffic:	45,808 `[as of 2009]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 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:	66.9 tons `[60.8 metric tons]`
Inventory rating:	39.9 tons `[36.3 metric tons]`
Sufficiency rating:	81.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$3,000

Status:	Open, no restriction `[A]`
Average daily traffic:	117,352 `[as of 2000]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	54.5 tons `[49.5 metric tons]`
Inventory rating:	29.7 tons `[27.0 metric tons]`
Evaluation:	Functionally obsolete `[2]`
Sufficiency rating:	65.9
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$3,254,000