Share:

BUSTLETON AVENUE over PENNYPACK CREEK

Map 

Coordinates:
+40.07664, -75.04456
40°04'36" N, 75°02'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BUSTLETON AVENUE over PENNYPACK CREEK
Structure number:000000000038765
Old structure number:671009014006340 (from 1992 edition)
Location:2MILES S.WELSH RD.3372C08
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.0 ft. [24.7 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:66.3 ft. [20.2 m]
Deck width edge-to-edge:89.2 ft. [27.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,360 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:73.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,367,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201673.9FairFairFairFair-25360
April 201476.2FairFairFairFair-24711
April 201281.8FairFairFairFair-11898
May 201080.8FairFairFairFair-14313
May 200874.3FairFairFairFair-14282
May 200670.5FairSatisfactoryFairFair-29180
March 200470.4FairSatisfactoryFairFair-29369
April 200267.9FairSatisfactoryFairFair-28314
July 199968.4FairSatisfactoryFairFair-27237
August 199785.2FairSatisfactorySatisfactorySatisfactory-31552
September 199585.7FairSatisfactorySatisfactorySatisfactory-30152
February 199473.3FairSatisfactorySatisfactoryFair-29446
February 199273.5FairSatisfactorySatisfactoryFair-28926
May 199086.8FairVery GoodGoodSatisfactory-27144