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SR 4001 over OVER LITTLE PINE CR.

Map

Coordinates:
+41.43450, -77.28875
41°26'04" N, 77°17'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4001 over OVER LITTLE PINE CR.
Structure number:000000000025018
Old structure number:414001027000000 (from 1992 edition)
Location:VILLAGE OF ENGLISH CENTER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:299.9 ft. [91.4 m]
Total length:306.1 ft. [93.3 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:10.8 ft. [3.3 m]
Owner:State Highway Agency [01]
Year built:1891
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Suspension [13]
Deck type:Open Grating [3]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:181 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:38.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,292,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorFairPoorSatisfactory18138.0
January 2016PoorFairPoorSatisfactory1823.8
January 2015PoorFairPoorSatisfactory1823.8
February 2013PoorFairPoorSatisfactory1523.8
January 2012PoorFairSeriousSatisfactory1543.8
January 2011PoorFairSeriousSatisfactory1553.8
January 2010PoorFairSeriousSatisfactory1649.9
January 2009PoorFairSeriousSatisfactory1649.9
January 2008PoorFairSeriousSatisfactory1649.9
January 2007PoorFairSeriousSatisfactory16110.0
January 2006PoorFairSeriousSatisfactory16110.0
January 2005PoorFairSeriousSatisfactory15510.4
January 2004PoorFairSeriousSatisfactory15310.5
January 2003PoorFairSeriousSatisfactory15010.6
January 2002PoorFairSeriousSatisfactory14810.7
January 2001PoorFairSeriousSatisfactory14815.5
January 2000PoorFairSeriousSatisfactory14515.6
January 1999PoorFairSeriousSatisfactory14215.7
January 1998PoorFairSeriousSatisfactory1422.6
January 1997PoorFairSeriousFair1042.0
February 1996PoorFairSeriousFair8930.0
January 1995PoorFairSeriousFair8790.0
January 1994PoorFairSeriousFair8670.0
January 1993PoorFairSeriousFair8670.0
January 1992PoorFairSeriousFair8390.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.2,5002,500000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Trusslinear ft.600600000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.613613000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Masonry Abutmentlinear ft.113113000
Deck
Open Grid Decksq. ft.4,5904,590000
Steel Protective Coatingsq. ft.10,75310,753000
Joints
Pourable Jointlinear ft.3131000
Open Jointlinear ft.3131000
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.612612000
Steel Protective Coatingsq. ft.10,75310,753000