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RHAWN STREET over PENNYPACK CREEK

Map

Coordinates:
+40.04913, -75.03277
40°02'57" N, 75°01'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RHAWN STREET over PENNYPACK CREEK
Structure number:000000000038781
Old structure number:671014006021690 (from 1992 edition)
Location:.7MI.N.FRANKFORD 3482E03
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:100.1 ft. [30.5 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,526 [as of 2015]
Truck traffic:5% of total traffic
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]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201681.7Fair-FairFair-16526
February 201481.8Fair-FairFair-16103
February 201280.7Fair-FairFair-16273
February 201080.7Fair-FairFair-16315
February 200880.9Fair-FairFair-15703
March 200682.0Fair-FairFair-15379
February 200483.8Fair-FairFair-9647
February 200284.0Fair-FairFair-9300
September 199984.7Fair-FairFair-7061