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COBBS CREEK PARKWA over COBBS CREEK

Map 

Coordinates:
+39.93333, -75.24000
39°55'60" N, 75°14'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COBBS CREEK PARKWA over COBBS CREEK
Structure number:000000000038975
Old structure number:673015003012340 (from 1992 edition)
Location:SW.PHILA 3699B01
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:39.0 ft. [11.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1924
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:20,061 [as of 2014]
Truck traffic:2% of total traffic
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Sufficiency rating:55.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201455.0Not deficient-SatisfactoryPoor20061
May 201254.0Not deficient-SatisfactoryPoor22952
May 201054.0Structurally deficient-SatisfactoryPoor23012
May 200854.0Structurally deficient-SatisfactoryPoor23012