SR 414 over PINE CREEK


+41.48641, -77.49724
41°29'11" N, 77°29'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 414 over PINE CREEK
Structure number:000000000024759
Old structure number:410414033000000 (from 1992 edition)
Location:1 MI N OF SLATE RUN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:203.1 ft. [61.9 m]
Total length:207.0 ft. [63.1 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Owner:State Highway Agency [01]
Year built:1890
Year reconstructed:2002
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Open Grating [3]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:262 [as of 2017]
Truck traffic:25% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:46.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$268,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorSatisfactoryPoorSatisfactory26246.8
April 2016PoorSatisfactoryPoorSatisfactory21747.3
April 2015PoorSatisfactoryPoorSatisfactory21847.3
April 2013PoorSatisfactoryPoorSatisfactory21847.3
August 2012PoorSatisfactoryPoorSatisfactory21947.3
April 2011PoorSatisfactoryPoorSatisfactory25442.8
April 2010PoorSatisfactoryPoorSatisfactory25544.2
April 2009PoorSatisfactoryPoorSatisfactory25544.2
April 2008PoorSatisfactoryPoorSatisfactory25544.2
April 2006PoorSatisfactoryPoorSatisfactory23643.9
April 2005PoorSatisfactoryPoorSatisfactory23343.9
April 2004PoorSatisfactoryPoorSatisfactory23043.9
April 2003PoorSatisfactoryPoorSatisfactory22843.9
April 2002PoorFairPoorSatisfactory22844.5
April 2001PoorFairPoorSatisfactory31143.8
April 2000PoorFairPoorSatisfactory31143.8
April 1999PoorFairPoorSatisfactory30443.9
April 1998PoorFairPoorSatisfactory29746.1
April 1997PoorFairPoorSatisfactory29746.1
August 1996PoorFairPoorSatisfactory26442.8
April 1995PoorFairPoorSatisfactory38335.5
April 1994PoorFairPoorSatisfactory37735.6
April 1993PoorFairPoorSatisfactory37235.7
April 1992PoorFairPoorSatisfactory37235.7
April 1991FairFairFairSatisfactory36041.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Stringerlinear ft.1,21801,188300
Steel Protective Coatingsq. ft.10,75310,753000
Steel Trusslinear ft.40617223400
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.3240314100
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Abutmentlinear ft.30102000
Masonry Abutmentlinear ft.601515300
Open Grid Decksq. ft.3,65403,65400
Steel Protective Coatingsq. ft.10,75310,753000
Compression Jointlinear ft.1801800
Movable Bearingeach82600
Steel Protective Coatingsq. ft.10,75310,753000
Enclosed/Concealed Bearingeach66000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.406406000
Steel Protective Coatingsq. ft.10,75310,753000