Haul Time Effects on Unmodified, Foamed, and Additive-Modified Binders Used in Hot-Mix Asphalt
In recent years, warm technologies have made enormous changes to the flexible pavement industry in a variety of ways. Warm-mix asphalt is the most recognizable warm technology product, although other advantages are associated with better compaction over a wide range of temperatures and have made lon...
Gespeichert in:
Veröffentlicht in: | Transportation research record 2013, Vol.2347 (1), p.88-95 |
---|---|
Hauptverfasser: | , , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 95 |
---|---|
container_issue | 1 |
container_start_page | 88 |
container_title | Transportation research record |
container_volume | 2347 |
creator | Howard, Isaac L. Baumgardner, Gaylon L. Jordan, Walter S. Menapace, Andrew M. Mogawer, Walaa S. Michael Hemsley, James |
description | In recent years, warm technologies have made enormous changes to the flexible pavement industry in a variety of ways. Warm-mix asphalt is the most recognizable warm technology product, although other advantages are associated with better compaction over a wide range of temperatures and have made long-haul distances appealing for some applications. This paper focuses on using warm-mix technology at traditional hot-mix production temperatures for the purpose of facilitating long haul distances. The primary objective of this study was to investigate how binder-related properties change with haul time when material was mixed at hot-mix temperatures. A secondary objective was to determine if any behavioral differences were present between asphalt binders with no additive, foamed asphalt binders, and asphalt binders with a chemical additive. Plant-mixed asphalt was used for the investigation. The overall conclusion of the research was that haul times of 1 to 8 h produced no major differences in aging for a given binder type or between binder types. Subtle differences were observed between binder types in some instances (e.g., low-temperature properties were slightly better for mixes using warm-mix technologies). |
doi_str_mv | 10.3141/2347-10 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1520942608</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sage_id>10.3141_2347-10</sage_id><sourcerecordid>1520942608</sourcerecordid><originalsourceid>FETCH-LOGICAL-c315t-2a9610172c19fb13e4a76325e4c72fec5d31f8ba87a6cdafbce1ec625b61e73a3</originalsourceid><addsrcrecordid>eNplkM1OwzAQhC1-JNqCeAUfkOCAwWsnTnIsVUuRWnFpr0SOswajJC5xguDtSdXeOI1G--1qZwi5Bv4gIYJHIaOEAT8hIwEqYxGPxSkZc8kzoWQk4jMy4lIBgyyFCzIO4ZNzOezIEXlb6r6iG1cjnVuLpgvUN3Tb1L501mF5Txde13vVTUmnZek6941sfRzTJ9eU2Aa6DYNxDV36jq3dD52G3YeuuktybnUV8OqoE7JdzDezJVu9Pr_MpitmJMQdEzpTwCERBjJbgMRIJ0qKGCOTiOGruJRg00KniVam1LYwCGiUiAsFmEgtJ-TucHfX-q8eQ5fXLhisKt2g70MOseBZJBRPB_T2gJrWh9CizXetq3X7mwPP93Xm-zoHM5A3BzLod8w_fd82Q4Z_2B_D4W7W</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1520942608</pqid></control><display><type>article</type><title>Haul Time Effects on Unmodified, Foamed, and Additive-Modified Binders Used in Hot-Mix Asphalt</title><source>SAGE Complete</source><creator>Howard, Isaac L. ; Baumgardner, Gaylon L. ; Jordan, Walter S. ; Menapace, Andrew M. ; Mogawer, Walaa S. ; Michael Hemsley, James</creator><creatorcontrib>Howard, Isaac L. ; Baumgardner, Gaylon L. ; Jordan, Walter S. ; Menapace, Andrew M. ; Mogawer, Walaa S. ; Michael Hemsley, James</creatorcontrib><description>In recent years, warm technologies have made enormous changes to the flexible pavement industry in a variety of ways. Warm-mix asphalt is the most recognizable warm technology product, although other advantages are associated with better compaction over a wide range of temperatures and have made long-haul distances appealing for some applications. This paper focuses on using warm-mix technology at traditional hot-mix production temperatures for the purpose of facilitating long haul distances. The primary objective of this study was to investigate how binder-related properties change with haul time when material was mixed at hot-mix temperatures. A secondary objective was to determine if any behavioral differences were present between asphalt binders with no additive, foamed asphalt binders, and asphalt binders with a chemical additive. Plant-mixed asphalt was used for the investigation. The overall conclusion of the research was that haul times of 1 to 8 h produced no major differences in aging for a given binder type or between binder types. Subtle differences were observed between binder types in some instances (e.g., low-temperature properties were slightly better for mixes using warm-mix technologies).</description><identifier>ISSN: 0361-1981</identifier><identifier>ISBN: 0309263425</identifier><identifier>ISBN: 9780309263429</identifier><identifier>EISSN: 2169-4052</identifier><identifier>DOI: 10.3141/2347-10</identifier><language>eng</language><publisher>Los Angeles, CA: SAGE Publications</publisher><subject>Additives ; Asphalt ; Binders ; Foams ; Mixes ; Pavements ; Recognition ; Transportation</subject><ispartof>Transportation research record, 2013, Vol.2347 (1), p.88-95</ispartof><rights>2013 National Academy of Sciences</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c315t-2a9610172c19fb13e4a76325e4c72fec5d31f8ba87a6cdafbce1ec625b61e73a3</citedby><cites>FETCH-LOGICAL-c315t-2a9610172c19fb13e4a76325e4c72fec5d31f8ba87a6cdafbce1ec625b61e73a3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://journals.sagepub.com/doi/pdf/10.3141/2347-10$$EPDF$$P50$$Gsage$$H</linktopdf><linktohtml>$$Uhttps://journals.sagepub.com/doi/10.3141/2347-10$$EHTML$$P50$$Gsage$$H</linktohtml><link.rule.ids>314,776,780,4010,21800,27902,27903,27904,43600,43601</link.rule.ids></links><search><creatorcontrib>Howard, Isaac L.</creatorcontrib><creatorcontrib>Baumgardner, Gaylon L.</creatorcontrib><creatorcontrib>Jordan, Walter S.</creatorcontrib><creatorcontrib>Menapace, Andrew M.</creatorcontrib><creatorcontrib>Mogawer, Walaa S.</creatorcontrib><creatorcontrib>Michael Hemsley, James</creatorcontrib><title>Haul Time Effects on Unmodified, Foamed, and Additive-Modified Binders Used in Hot-Mix Asphalt</title><title>Transportation research record</title><description>In recent years, warm technologies have made enormous changes to the flexible pavement industry in a variety of ways. Warm-mix asphalt is the most recognizable warm technology product, although other advantages are associated with better compaction over a wide range of temperatures and have made long-haul distances appealing for some applications. This paper focuses on using warm-mix technology at traditional hot-mix production temperatures for the purpose of facilitating long haul distances. The primary objective of this study was to investigate how binder-related properties change with haul time when material was mixed at hot-mix temperatures. A secondary objective was to determine if any behavioral differences were present between asphalt binders with no additive, foamed asphalt binders, and asphalt binders with a chemical additive. Plant-mixed asphalt was used for the investigation. The overall conclusion of the research was that haul times of 1 to 8 h produced no major differences in aging for a given binder type or between binder types. Subtle differences were observed between binder types in some instances (e.g., low-temperature properties were slightly better for mixes using warm-mix technologies).</description><subject>Additives</subject><subject>Asphalt</subject><subject>Binders</subject><subject>Foams</subject><subject>Mixes</subject><subject>Pavements</subject><subject>Recognition</subject><subject>Transportation</subject><issn>0361-1981</issn><issn>2169-4052</issn><isbn>0309263425</isbn><isbn>9780309263429</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNplkM1OwzAQhC1-JNqCeAUfkOCAwWsnTnIsVUuRWnFpr0SOswajJC5xguDtSdXeOI1G--1qZwi5Bv4gIYJHIaOEAT8hIwEqYxGPxSkZc8kzoWQk4jMy4lIBgyyFCzIO4ZNzOezIEXlb6r6iG1cjnVuLpgvUN3Tb1L501mF5Txde13vVTUmnZek6941sfRzTJ9eU2Aa6DYNxDV36jq3dD52G3YeuuktybnUV8OqoE7JdzDezJVu9Pr_MpitmJMQdEzpTwCERBjJbgMRIJ0qKGCOTiOGruJRg00KniVam1LYwCGiUiAsFmEgtJ-TucHfX-q8eQ5fXLhisKt2g70MOseBZJBRPB_T2gJrWh9CizXetq3X7mwPP93Xm-zoHM5A3BzLod8w_fd82Q4Z_2B_D4W7W</recordid><startdate>2013</startdate><enddate>2013</enddate><creator>Howard, Isaac L.</creator><creator>Baumgardner, Gaylon L.</creator><creator>Jordan, Walter S.</creator><creator>Menapace, Andrew M.</creator><creator>Mogawer, Walaa S.</creator><creator>Michael Hemsley, James</creator><general>SAGE Publications</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>2013</creationdate><title>Haul Time Effects on Unmodified, Foamed, and Additive-Modified Binders Used in Hot-Mix Asphalt</title><author>Howard, Isaac L. ; Baumgardner, Gaylon L. ; Jordan, Walter S. ; Menapace, Andrew M. ; Mogawer, Walaa S. ; Michael Hemsley, James</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c315t-2a9610172c19fb13e4a76325e4c72fec5d31f8ba87a6cdafbce1ec625b61e73a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Additives</topic><topic>Asphalt</topic><topic>Binders</topic><topic>Foams</topic><topic>Mixes</topic><topic>Pavements</topic><topic>Recognition</topic><topic>Transportation</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Howard, Isaac L.</creatorcontrib><creatorcontrib>Baumgardner, Gaylon L.</creatorcontrib><creatorcontrib>Jordan, Walter S.</creatorcontrib><creatorcontrib>Menapace, Andrew M.</creatorcontrib><creatorcontrib>Mogawer, Walaa S.</creatorcontrib><creatorcontrib>Michael Hemsley, James</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Transportation research record</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Howard, Isaac L.</au><au>Baumgardner, Gaylon L.</au><au>Jordan, Walter S.</au><au>Menapace, Andrew M.</au><au>Mogawer, Walaa S.</au><au>Michael Hemsley, James</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Haul Time Effects on Unmodified, Foamed, and Additive-Modified Binders Used in Hot-Mix Asphalt</atitle><jtitle>Transportation research record</jtitle><date>2013</date><risdate>2013</risdate><volume>2347</volume><issue>1</issue><spage>88</spage><epage>95</epage><pages>88-95</pages><issn>0361-1981</issn><eissn>2169-4052</eissn><isbn>0309263425</isbn><isbn>9780309263429</isbn><abstract>In recent years, warm technologies have made enormous changes to the flexible pavement industry in a variety of ways. Warm-mix asphalt is the most recognizable warm technology product, although other advantages are associated with better compaction over a wide range of temperatures and have made long-haul distances appealing for some applications. This paper focuses on using warm-mix technology at traditional hot-mix production temperatures for the purpose of facilitating long haul distances. The primary objective of this study was to investigate how binder-related properties change with haul time when material was mixed at hot-mix temperatures. A secondary objective was to determine if any behavioral differences were present between asphalt binders with no additive, foamed asphalt binders, and asphalt binders with a chemical additive. Plant-mixed asphalt was used for the investigation. The overall conclusion of the research was that haul times of 1 to 8 h produced no major differences in aging for a given binder type or between binder types. Subtle differences were observed between binder types in some instances (e.g., low-temperature properties were slightly better for mixes using warm-mix technologies).</abstract><cop>Los Angeles, CA</cop><pub>SAGE Publications</pub><doi>10.3141/2347-10</doi><tpages>8</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0361-1981 |
ispartof | Transportation research record, 2013, Vol.2347 (1), p.88-95 |
issn | 0361-1981 2169-4052 |
language | eng |
recordid | cdi_proquest_miscellaneous_1520942608 |
source | SAGE Complete |
subjects | Additives Asphalt Binders Foams Mixes Pavements Recognition Transportation |
title | Haul Time Effects on Unmodified, Foamed, and Additive-Modified Binders Used in Hot-Mix Asphalt |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-28T03%3A32%3A42IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Haul%20Time%20Effects%20on%20Unmodified,%20Foamed,%20and%20Additive-Modified%20Binders%20Used%20in%20Hot-Mix%20Asphalt&rft.jtitle=Transportation%20research%20record&rft.au=Howard,%20Isaac%20L.&rft.date=2013&rft.volume=2347&rft.issue=1&rft.spage=88&rft.epage=95&rft.pages=88-95&rft.issn=0361-1981&rft.eissn=2169-4052&rft.isbn=0309263425&rft.isbn_list=9780309263429&rft_id=info:doi/10.3141/2347-10&rft_dat=%3Cproquest_cross%3E1520942608%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1520942608&rft_id=info:pmid/&rft_sage_id=10.3141_2347-10&rfr_iscdi=true |