Evaluation Of Cold In Place Recycling Of Asphalt Conrete Pavements In Oregon

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Evaluation of Cold In-place Recycling of Asphalt Conrete Pavements in Oregon

Evaluation of Cold In-place Recycling of Asphalt Conrete Pavements in Oregon
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Publisher :
Total Pages : 264
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ISBN-10 : OCLC:26573125
ISBN-13 :
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Book Synopsis Evaluation of Cold In-place Recycling of Asphalt Conrete Pavements in Oregon by : Todd Scholz

Download or read book Evaluation of Cold In-place Recycling of Asphalt Conrete Pavements in Oregon written by Todd Scholz and published by . This book was released on 1989 with total page 264 pages. Available in PDF, EPUB and Kindle. Book excerpt: Significant use of cold in-place recycling (CIR) has occurred in Oregon since 1984 as an alternative to other rehabilitation techniques or to the reconstruction of distressed asphalt concrete (AC) pavements. Due to the initial success of the projects cold recycled during 1984-85, the Oregon Department of Transportation (ODOT) and Oregon State University (OSU) undertook, in 1986, an intensive study to investigate cold inplace recycling. The objectives of this study were to: 1. develop an improved mix design procedure for cold in-place recycled pavements, 2. evaluate the structural contribution of the cold recycled pavements, and 3. develop improved construction guidelines and specifications for these pavements. Presented in this thesis are two papers summarizing the efforts and advancements made to achieve the first two objectives. Also included is a paper that evaluates the repeatability of two test methods which were, in part, used to evaluate the structural contribution of cold recycled pavements.


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Evaluation of Cold In-place Recycling of Asphalt Conrete Pavements in Oregon
Language: en
Pages: 264
Authors: Todd Scholz
Categories: Pavements, Asphalt concrete
Type: BOOK - Published: 1989 - Publisher:

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Significant use of cold in-place recycling (CIR) has occurred in Oregon since 1984 as an alternative to other rehabilitation techniques or to the reconstruction
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The average thickness of the existing asphalt cement concrete (ACC) along route E66 in Tama County was 156 mm (6.13 in.). The rehabilitation strategy called for
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