PENN LINCOLN PY over BATES ST

Map 

Facts 

Name:	PENN LINCOLN PY over BATES ST
Structure number:	020376002417350
Location:	PARKWAY EAST O/BATES ST
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	76.1 ft. [23.2 m]
Total length:	195.9 ft. [59.7 m]
Roadway width between curbs:	88.9 ft. [27.1 m]
Deck width edge-to-edge:	95.5 ft. [29.1 m]
Vertical clearance below bridge:	17.7 ft. [5.4 m]
Skew angle:	10°
Owner:	State Highway Agency [01]
Year built:	1952
Year reconstructed:	1981
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:	3
Main spans material:	Steel continuous [4]
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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	34,061 [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:	63.9 tons [58.1 metric tons]
Inventory rating:	38.0 tons [34.5 metric tons]
Sufficiency rating:	81.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	106,433 [as of 2000]
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:	63.4 tons [57.6 metric tons]
Inventory rating:	37.6 tons [34.2 metric tons]
Sufficiency rating:	78.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$738,000

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