Show simple item record

contributor authorYetkin Yildirim
contributor authorJason Ideker
contributor authorDarren Hazlett
date accessioned2017-05-08T21:18:03Z
date available2017-05-08T21:18:03Z
date copyrightAugust 2006
date issued2006
identifier other%28asce%290899-1561%282006%2918%3A4%28545%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46161
description abstractFor many years, ASTM D 2493 has been used as a reference for determining mixing and compaction temperatures for asphalt binders. However, this method only applies to neat or unmodified binders. With the inception of modified binders, which incorporate various additives that stiffen binders, this method predicts unreasonably high mixing and compaction temperatures. The current study examined 50 commercially available binders. In this study, the viscosity values that are used for temperature selection were evaluated. Modified binders that are currently in industry are stiff, which makes it not possible to achieve reasonable temperatures using the current viscosity values. Therefore it was necessary to determine more appropriate viscosity ranges. Based on testing done with these binders, more reasonable viscosity ranges, centered on values of 0.275 and
publisherAmerican Society of Civil Engineers
titleEvaluation of Viscosity Values for Mixing and Compaction Temperatures
typeJournal Paper
journal volume18
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2006)18:4(545)
treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record