BUSTLETON AVENUE over PENNYPACK CREEK

Map 

Facts 

Name:	BUSTLETON AVENUE over PENNYPACK CREEK
Structure number:	671009014006340
Location:	2MILES S.WELSH RD. 19D02
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	81.0 ft. [24.7 m]
Total length:	229.0 ft. [69.8 m]
Roadway width between curbs:	66.3 ft. [20.2 m]
Deck width edge-to-edge:	89.2 ft. [27.2 m]
Skew angle:	15°
Owner:	State Highway Agency [01]
Year built:	1969
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 [3]
Main spans 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:	14,282 [as of 2010]
Truck traffic:	5% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	67.9 tons [61.7 metric tons]
Inventory rating:	39.9 tons [36.3 metric tons]
Sufficiency rating:	74.3
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:	27,237 [as of 2000]
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	63.4 tons [57.6 metric tons]
Inventory rating:	39.6 tons [36.0 metric tons]
Sufficiency rating:	68.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,847,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	27,144 [as of 1992]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	63.4 tons [57.6 metric tons]
Inventory rating:	39.6 tons [36.0 metric tons]
Sufficiency rating:	86.8
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$503,000

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