Share:

TORRESDALE AVENUE over PENNYPACK CREEK

Map 

Coordinates:
+40.03707, -75.02178
40°02'13" N, 75°01'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:TORRESDALE AVENUE over PENNYPACK CREEK
Structure number:671004019002970
Location:HOLMESBURG PRISON 19G10
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:80.1 ft. [24.4 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Vertical clearance below bridge:420.0 ft. [128.0 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1896
Year reconstructed:1974
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:2
Main spans material:Prestressed concrete [5]
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:16,007 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:91.4

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:13,129 [as of 2000]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:95.0 tons [86.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.3

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:10,846 [as of 1990]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
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]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:95.0 tons [86.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:93.7