RHAWN STREET over PENNYPACK CREEK

Map 

Facts 

Name:	RHAWN STREET over PENNYPACK CREEK
Structure number:	671014006021690
Location:	.7MI.N.FRANKFORD 19F07
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	100.1 ft. [30.5 m]
Total length:	294.0 ft. [89.6 m]
Roadway width between curbs:	38.1 ft. [11.6 m]
Deck width edge-to-edge:	56.4 ft. [17.2 m]
Vertical clearance below bridge:	16.4 ft. [5.0 m]
Owner:	State Highway Agency [01]
Year built:	1930
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:	Concrete [1]
Main spans design:	Arch - Deck [11]
Deck type:	Not applicable [N]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	15,703 [as of 2010]
Truck traffic:	5% of total traffic
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	53.9 tons [49.0 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Sufficiency rating:	80.9

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,061 [as of 2000]
Truck traffic:	5% of total traffic
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:	53.5 tons [48.6 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	84.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$1,844,000

Comments