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RHAWN STREET over PENNYPACK CREEK

Map 

Coordinates:
+40.05261, -75.03916
40°03'09" N, 75°02'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RHAWN STREET over PENNYPACK CREEK
Structure number:000000000038780
Old structure number:671014006000000 (from 1992 edition)
Location:.5MI.S.ROOSEVELT 3482D02
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:113.9 ft. [34.7 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]
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:16,103 [as of 2014]
Truck traffic:5% 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: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:59.8 tons [54.4 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:65.3
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201465.3Structurally deficient-SatisfactoryPoor16103
June 201265.2Structurally deficient-SatisfactoryPoor16273
June 201065.2Structurally deficient-SatisfactoryPoor16315
June 200865.4Structurally deficient-SatisfactoryPoor15703
April 200681.0Not deficient-SatisfactoryFair15379
March 200482.8Not deficient-SatisfactoryFair9647
April 200283.0Not deficient-SatisfactoryFair9300
July 199983.7Not deficient-SatisfactoryFair7061
August 199784.8Not deficient-SatisfactoryFair6847
September 199580.5Not deficient-SatisfactoryFair18500
January 199480.5Not deficient-SatisfactoryFair18500
January 199263.7Structurally deficient-FairPoor18500