Share:

LIMEKILN PIKE over LITTLE NESHAMINY CREEK

Map

Coordinates:
+40.23777, -75.19132
40°14'16" N, 75°11'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LIMEKILN PIKE over LITTLE NESHAMINY CREEK
Structure number:000000000027322
Old structure number:460152023021060 (from 1992 edition)
Location:EUREKA 4B3/3145K2
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:State Highway Agency [01]
Year built:1838
Year reconstructed:2012
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,526 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:76.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$400,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodGoodGood752676.7
August 2016GoodVery GoodGoodGood752276.7
September 2014GoodVery GoodGoodGood699776.8
September 2012GoodExcellentGoodGood917976.1
March 2010Poor-CriticalPoor92037.0
October 2008Poor-FairPoor918344.9
April 2008Poor-FairPoor914527.9
October 2006Poor-FairPoor1197125.3
October 2005Fair-FairSatisfactory1185228.1
August 2004Fair-FairFair1168828.3
October 2003Fair-FairFair1154928.4
August 2002Poor-PoorFair1126729.5
August 2000Fair-FairFair1114449.7
June 1997Fair-FairFair1213050.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Masonry Archlinear ft.4236600
Substructure
Masonry Pier Walllinear ft.2825300
Masonry Abutmentlinear ft.274268600
Bridge Rail
Other Material Bridge Raillinear ft.9696000