RYAN AVENUE over SANDY RUN BR.PENNYPACK C

Map 

Facts 

Name:	RYAN AVENUE over SANDY RUN BR.PENNYPACK C
Structure number:	677301015003180
Location:	N.SANDYFORD AVE 19D08
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	33.1 ft. [10.1 m]
Total length:	33.1 ft. [10.1 m]
Roadway width between curbs:	52.2 ft. [15.9 m]
Deck width edge-to-edge:	72.8 ft. [22.2 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1929
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Concrete [1]
Main span design:	Arch - Deck [11]
Deck type:	Not applicable [N]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,700 [as of 1982]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 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:	Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:	95.0

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,700 [as of 1982]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 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:	Scour calculation/evaluation has not been made. [6]
Sufficiency rating:	95.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$313,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,700 [as of 1982]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Sufficiency rating:	66.1
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$43,000

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