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SR 120-PA 120 over DRIFTWOOD BRANCH

Map

Coordinates:
+41.51060, -78.24704
41°30'38" N, 78°14'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 120-PA 120 over DRIFTWOOD BRANCH
Structure number:000000000008843
Old structure number:120120022007420 (from 1992 edition)
Location:EMPORIUM BORO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:136.2 ft. [41.5 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:2011
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,095 [as of 2018]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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 corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:34.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$629,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactoryFair409534.7
March 2016FairSatisfactorySatisfactoryFair434034.7
March 2014FairSatisfactorySatisfactoryFair412734.7
June 2012FairSatisfactorySatisfactoryFair414332.7
March 2012FairSatisfactorySatisfactoryFair416532.3
March 2010PoorSatisfactoryPoorFair418734.1
March 2008FairSatisfactorySatisfactoryFair470146.0
March 2006FairSatisfactorySatisfactoryFair462244.0
March 2005FairSatisfactorySatisfactoryFair454544.0
March 2004FairSatisfactorySatisfactoryFair450048.9
March 2002FairSatisfactorySatisfactoryFair442547.9
March 2001FairSatisfactorySatisfactoryFair438147.9
March 2000FairSatisfactorySatisfactoryFair439547.9
March 1998FairSatisfactorySatisfactoryFair421647.9
March 1997FairSatisfactorySatisfactoryFair413346.9
March 1996FairSatisfactorySatisfactoryFair405244.9
March 1995FairSatisfactorySatisfactoryFair399644.9
March 1994FairSatisfactorySatisfactoryFair394944.9
March 1993FairSatisfactorySatisfactoryFair394943.9
July 1991FairSatisfactorySatisfactoryFair387045.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.966966000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.4,5544,554000
Superstructure
Steel Trusslinear ft.276276000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.264264000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.9191000
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000