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VEREE ROAD over PENNYPACK CREEK

Map

Coordinates:
+40.08601, -75.06007
40°05'10" N, 75°03'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:VEREE ROAD over PENNYPACK CREEK
Structure number:000000000038722
Old structure number:671001012000000 (from 1992 edition)
Location:1.1MI.S.WELSH RD. 3372A07
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.1 ft. [17.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1979
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:3
Main spans material:Steel continuous [4]
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]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,798 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:55.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$984,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201655.6FairSatisfactorySatisfactoryFair-15798
February 201455.0FairSatisfactorySatisfactoryFair-16498
February 201262.5FairSatisfactorySatisfactoryFair-8295
March 201061.9FairSatisfactorySatisfactoryFair-8869
March 200860.9FairSatisfactorySatisfactoryFair-8869
March 200655.0FairSatisfactorySatisfactoryFair-18294
February 200455.0FairSatisfactorySatisfactoryFair-17036
April 200254.0FairSatisfactorySatisfactoryFair-20494
July 199965.0FairSatisfactorySatisfactorySatisfactory-20090