Arema 2008

May 14, 2019 | Author: DeepankarBiswas | Category: Road, Materials, Engineering, Building Engineering, Civil Engineering
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AREMA MANUAL...

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LONG-TERM ASSESSMENT OF ASPHALT TRACKBED COMPONENT MATERIALS’ PROPERTIES AND PERFORMANCE by

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3 Maintain Adequate Track Track Geometry Geo metry



Minimize Maintenance Costs



Minimize Track Outages



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TRACKBEDS

BALLASTED TRACKBED

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“Long-Term Performance of Asphalt Trackbeds

at Special Trackworks” •

Tunnel Floors & Approaches



Bridge Approaches

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Improve Load Distribution to Subgrade



Reduce Subgrade Pressures



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“Tests and Evaluations of In -Service Asphalt Trackbeds”

2004 AREMA Conference Paper

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Findings

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Tests and Ev Evaluat aluations ions Trackbed Materials Materi als Ballast



Subgrade

Moisture Content

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Trackbed Test Sites

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Core Drilling

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Core Drilling

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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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