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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 2014 

Status:Open, no restriction [A]
Average daily traffic:24,711 [as of 2014]
Truck traffic:5% 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:36.9 tons [33.5 metric tons]
Sufficiency rating:76.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201476.2Not deficientFairFairFair24711
April 201281.8Not deficientFairFairFair11898
May 201080.8Not deficientFairFairFair14313
May 200874.3Not deficientFairFairFair14282
May 200670.5Not deficientSatisfactoryFairFair29180
March 200470.4Not deficientSatisfactoryFairFair29369
April 200267.9Not deficientSatisfactoryFairFair28314
July 199968.4Not deficientSatisfactoryFairFair27237
August 199785.2Not deficientSatisfactorySatisfactorySatisfactory31552
September 199585.7Not deficientSatisfactorySatisfactorySatisfactory30152
February 199473.3Not deficientSatisfactorySatisfactoryFair29446
February 199273.5Not deficientSatisfactorySatisfactoryFair28926
May 199086.8Not deficientVery GoodGoodSatisfactory27144