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RIDGE AVENUE over WISSAHICKON CREEK

Map 

Coordinates:
+40.01490, -75.20670
40°00'54" N, 75°12'24" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:RIDGE AVENUE over WISSAHICKON CREEK
Structure number:673009010001200
Location:GUSTINE LAKE INTER.27K01
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:119.1 ft. [36.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Owner:State Highway Agency [01]
Year built:1888
Year reconstructed:1954
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Masonry [8]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:11,235 [as of 2010]
Truck traffic:7% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 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 assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:35.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:11,631 [as of 2000]
Truck traffic:7% 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:71.3 tons [64.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:61.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$572,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:31,923 [as of 1991]
Superstructure condition:Satisfactory [6 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:39.6 tons [36.0 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:36.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$379,000