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SR 144-PA 144 over BALD EAGLE CREEK

Map

Coordinates:
+40.94324, -77.78694
40°56'36" N, 77°47'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 144-PA 144 over BALD EAGLE CREEK
Structure number:000000000009361
Old structure number:140144037006540 (from 1992 edition)
Location:MILESBURG BORO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:128.9 ft. [39.3 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,081 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,420,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairVery GoodSatisfactorySatisfactory1008167.0
March 2015FairVery GoodSatisfactorySatisfactory910459.2
March 2013PoorSatisfactoryPoorFair954832.6
December 2011PoorSatisfactoryPoorFair966932.7
March 2011PoorSatisfactoryPoorFair1220729.9
March 2009PoorSatisfactoryPoorFair1235228.5
March 2007PoorSatisfactoryPoorFair1235232.1
March 2006PoorSatisfactoryPoorFair1387532.9
March 2004PoorSatisfactoryPoorFair1368332.9
March 2003PoorSatisfactoryPoorFair1348132.9
March 2002PoorSatisfactoryPoorFair1319132.9
March 2001PoorSatisfactoryPoorFair1306033.9
March 2000PoorSatisfactoryPoorFair1280433.9
March 1999PoorSatisfactoryPoorFair1252833.9
March 1998PoorSatisfactoryPoorFair1252833.9
March 1995PoorSatisfactoryPoorFair1093734.6
March 1994PoorSatisfactoryPoorFair1059534.6
March 1993PoorSatisfactoryPoorFair1059535.4
March 1991PoorSatisfactoryPoorFair1034535.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,46383762600
Steel Protective Coatingsq. ft.8,0038,003000
Deck
Reinforced Concrete Decksq. ft.4,3704,370000
Superstructure
Steel Trusslinear ft.2661868000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.26413860660
Steel Protective Coatingsq. ft.2,6062,606000
Substructure
Reinforced Concrete Abutmentlinear ft.170170000
Joints
Strip Seal Jointlinear ft.9292000
Bearings
Elastomeric Bearingeach22000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.100100000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.276276000