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TRACKBEDS
BALLASTED TRACKBED
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“Long-Term Performance of Asphalt Trackbeds
at Special Trackworks” •
Tunnel Floors & Approaches
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Bridge Approaches
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Improve Load Distribution to Subgrade
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Reduce Subgrade Pressures
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“Tests and Evaluations of In -Service Asphalt Trackbeds”
2004 AREMA Conference Paper
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Tests and Ev Evaluat aluations ions Trackbed Materials Materi als Ballast
•
Subgrade
Moisture Content
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Penetration and Absolute Viscosity Values for Railroad and Lab Cured Asphalt Cores (2007Data)
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Dynamic Shear Rheomete Rheometerr 25⁰C (77⁰F)
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Dynamic Shear Rheometer Values
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Asphalt Findings/Discussions •
•
Resilient Modulus Values are Intermediate in Magnitude – Typ ypic ical al of Un Unwe wea ath ther ered ed As Asph phal altt Mi Mix xes Asphalt Binders do not Exhibit Excessive Hardening (brit (b rittl tlen enes ess) s),, Wea eath ther erin ing, g, De Dete teri rior orat atio ion n or Cr Crac ackin king g
•
Asph As phal altt is In Insu sula latted fr from om En Envi virron onme ment ntal al Ex Extr trem emes es
•
Asph As phal altt Ex Expe peri rien ence cess Mi Mini nima mall Lo Load adin ing g In Indu duce ced d St Strres esss
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ACKNOWLEDGEMENTS BNSF Railway Co. CSX Transportati Transportation on Kentucky Dept. of Transportation Auburn University (NCAT)
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