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RHAWN STREET over PENNYPACK CREEK

Map

Coordinates:
+40.05256, -75.03916
40°03'09" N, 75°02'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:16,526 [as of 2015]
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]
Sufficiency rating:64.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$577,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016Poor-SatisfactoryPoor1652664.1
May 2014Poor-SatisfactoryPoor1610365.3
June 2012Poor-SatisfactoryPoor1627365.2
June 2010Poor-SatisfactoryPoor1631565.2
June 2008Poor-SatisfactoryPoor1570365.4
April 2006Fair-SatisfactoryFair1537981.0
March 2004Fair-SatisfactoryFair964782.8
April 2002Fair-SatisfactoryFair930083.0
July 1999Fair-SatisfactoryFair706183.7
August 1997Fair-SatisfactoryFair684784.8
September 1995Fair-SatisfactoryFair1850080.5
January 1994Fair-SatisfactoryFair1850080.5
January 1992Poor-FairPoor1850063.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.2521856070
Substructure
Reinforced Concrete Pier Walllinear ft.128001280
Reinforced Concrete Abutmentlinear ft.31822670220
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5605320280