Loading…
Comparing Laboratory Pressure Aging Vessel Conditioning to Field Aging of Asphalt Binder within Compacted Mixtures
AbstractAsphalt purchase specifications have used 20-h pressure aging vessel (PAV) protocols to simulate later age binder properties for decades. Industrywide changes have introduced complexities when simulating field aging of asphalt binders, and the severity of conditioning protocols is a common d...
Saved in:
Published in: | Journal of materials in civil engineering 2019-11, Vol.31 (11) |
---|---|
Main Authors: | , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-a337t-545130e3678fac7ed2ce3041d112fbe683e09f83a3bb575ec0a6c1b7c6cbc8f03 |
---|---|
cites | cdi_FETCH-LOGICAL-a337t-545130e3678fac7ed2ce3041d112fbe683e09f83a3bb575ec0a6c1b7c6cbc8f03 |
container_end_page | |
container_issue | 11 |
container_start_page | |
container_title | Journal of materials in civil engineering |
container_volume | 31 |
creator | Smith, Braden T Bazuhair, Rabeea W Daranga, Codrin Baumgardner, Gaylon L Howard, Isaac L |
description | AbstractAsphalt purchase specifications have used 20-h pressure aging vessel (PAV) protocols to simulate later age binder properties for decades. Industrywide changes have introduced complexities when simulating field aging of asphalt binders, and the severity of conditioning protocols is a common discussion topic. This paper evaluates five field aging configurations in which compacted asphalt mixtures were aged in the same location (Columbus, Mississippi) between 2011 and 2016. Experiments like this, in which 10 different asphalt mixtures are evaluated for aging in one geographic location over five calendar years, are uncommon in the literature. Overall, the five aging configurations were best simulated by 3–11 h of PAV conditioning per year with 20 PAV hours simulating less than 5 years of aging in all but one of the five configurations. Ultimately, changing purchase specification binder conditioning methods would shift binder properties across the market, but changing specified PAV conditioning times cannot decrease the aging variability as seen in this one experimental location over a 5-year period. |
doi_str_mv | 10.1061/(ASCE)MT.1943-5533.0002926 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2280621029</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2280621029</sourcerecordid><originalsourceid>FETCH-LOGICAL-a337t-545130e3678fac7ed2ce3041d112fbe683e09f83a3bb575ec0a6c1b7c6cbc8f03</originalsourceid><addsrcrecordid>eNp1kEFPwzAMhSMEEmPwHyK4wKEjada05VaqDZA2gcTgGqWpu2UqTUkywf49LRtw4mTZfu_Z-hA6p2RECafXl9lzPrmaL0Y0HbMgihgbEULCNOQHaPA7O0QDkqRpQCNOj9GJc-tOxMiYDJDNzVsrrW6WeCYLY6U3doufLDi3sYCzZb957TqocW6aUnttmn7mDZ5qqMu9xFQ4c-1K1h7f6qYEiz-0X-kGf-crDyWe60_fZbpTdFTJ2sHZvg7Ry3SyyO-D2ePdQ57NAslY7INoHFFGgPE4qaSKoQwVdD_TktKwKoAnDEhaJUyyoojiCBSRXNEiVlwVKqkIG6KLXW5rzfsGnBdrs7FNd1KEYUJ4SDtQnepmp1LWOGehEq3Vb9JuBSWiZyxEz1jMF6LnKXqeYs-4M_OdWToFf_E_zv-NX21lgfU</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2280621029</pqid></control><display><type>article</type><title>Comparing Laboratory Pressure Aging Vessel Conditioning to Field Aging of Asphalt Binder within Compacted Mixtures</title><source>ASCE Library (civil engineering)</source><creator>Smith, Braden T ; Bazuhair, Rabeea W ; Daranga, Codrin ; Baumgardner, Gaylon L ; Howard, Isaac L</creator><creatorcontrib>Smith, Braden T ; Bazuhair, Rabeea W ; Daranga, Codrin ; Baumgardner, Gaylon L ; Howard, Isaac L</creatorcontrib><description>AbstractAsphalt purchase specifications have used 20-h pressure aging vessel (PAV) protocols to simulate later age binder properties for decades. Industrywide changes have introduced complexities when simulating field aging of asphalt binders, and the severity of conditioning protocols is a common discussion topic. This paper evaluates five field aging configurations in which compacted asphalt mixtures were aged in the same location (Columbus, Mississippi) between 2011 and 2016. Experiments like this, in which 10 different asphalt mixtures are evaluated for aging in one geographic location over five calendar years, are uncommon in the literature. Overall, the five aging configurations were best simulated by 3–11 h of PAV conditioning per year with 20 PAV hours simulating less than 5 years of aging in all but one of the five configurations. Ultimately, changing purchase specification binder conditioning methods would shift binder properties across the market, but changing specified PAV conditioning times cannot decrease the aging variability as seen in this one experimental location over a 5-year period.</description><identifier>ISSN: 0899-1561</identifier><identifier>EISSN: 1943-5533</identifier><identifier>DOI: 10.1061/(ASCE)MT.1943-5533.0002926</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Aging ; Asphalt ; Asphalt mixes ; Building materials ; Civil engineering ; Conditioning ; Configurations ; Geographical locations ; Simulation ; Specifications ; Technical Papers ; Vessels</subject><ispartof>Journal of materials in civil engineering, 2019-11, Vol.31 (11)</ispartof><rights>2019 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a337t-545130e3678fac7ed2ce3041d112fbe683e09f83a3bb575ec0a6c1b7c6cbc8f03</citedby><cites>FETCH-LOGICAL-a337t-545130e3678fac7ed2ce3041d112fbe683e09f83a3bb575ec0a6c1b7c6cbc8f03</cites><orcidid>0000-0003-4642-7723 ; 0000-0002-2476-1096 ; 0000-0002-1355-9052</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)MT.1943-5533.0002926$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)MT.1943-5533.0002926$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,3239,10049,27901,27902,75934,75942</link.rule.ids></links><search><creatorcontrib>Smith, Braden T</creatorcontrib><creatorcontrib>Bazuhair, Rabeea W</creatorcontrib><creatorcontrib>Daranga, Codrin</creatorcontrib><creatorcontrib>Baumgardner, Gaylon L</creatorcontrib><creatorcontrib>Howard, Isaac L</creatorcontrib><title>Comparing Laboratory Pressure Aging Vessel Conditioning to Field Aging of Asphalt Binder within Compacted Mixtures</title><title>Journal of materials in civil engineering</title><description>AbstractAsphalt purchase specifications have used 20-h pressure aging vessel (PAV) protocols to simulate later age binder properties for decades. Industrywide changes have introduced complexities when simulating field aging of asphalt binders, and the severity of conditioning protocols is a common discussion topic. This paper evaluates five field aging configurations in which compacted asphalt mixtures were aged in the same location (Columbus, Mississippi) between 2011 and 2016. Experiments like this, in which 10 different asphalt mixtures are evaluated for aging in one geographic location over five calendar years, are uncommon in the literature. Overall, the five aging configurations were best simulated by 3–11 h of PAV conditioning per year with 20 PAV hours simulating less than 5 years of aging in all but one of the five configurations. Ultimately, changing purchase specification binder conditioning methods would shift binder properties across the market, but changing specified PAV conditioning times cannot decrease the aging variability as seen in this one experimental location over a 5-year period.</description><subject>Aging</subject><subject>Asphalt</subject><subject>Asphalt mixes</subject><subject>Building materials</subject><subject>Civil engineering</subject><subject>Conditioning</subject><subject>Configurations</subject><subject>Geographical locations</subject><subject>Simulation</subject><subject>Specifications</subject><subject>Technical Papers</subject><subject>Vessels</subject><issn>0899-1561</issn><issn>1943-5533</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNp1kEFPwzAMhSMEEmPwHyK4wKEjada05VaqDZA2gcTgGqWpu2UqTUkywf49LRtw4mTZfu_Z-hA6p2RECafXl9lzPrmaL0Y0HbMgihgbEULCNOQHaPA7O0QDkqRpQCNOj9GJc-tOxMiYDJDNzVsrrW6WeCYLY6U3doufLDi3sYCzZb957TqocW6aUnttmn7mDZ5qqMu9xFQ4c-1K1h7f6qYEiz-0X-kGf-crDyWe60_fZbpTdFTJ2sHZvg7Ry3SyyO-D2ePdQ57NAslY7INoHFFGgPE4qaSKoQwVdD_TktKwKoAnDEhaJUyyoojiCBSRXNEiVlwVKqkIG6KLXW5rzfsGnBdrs7FNd1KEYUJ4SDtQnepmp1LWOGehEq3Vb9JuBSWiZyxEz1jMF6LnKXqeYs-4M_OdWToFf_E_zv-NX21lgfU</recordid><startdate>20191101</startdate><enddate>20191101</enddate><creator>Smith, Braden T</creator><creator>Bazuhair, Rabeea W</creator><creator>Daranga, Codrin</creator><creator>Baumgardner, Gaylon L</creator><creator>Howard, Isaac L</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0003-4642-7723</orcidid><orcidid>https://orcid.org/0000-0002-2476-1096</orcidid><orcidid>https://orcid.org/0000-0002-1355-9052</orcidid></search><sort><creationdate>20191101</creationdate><title>Comparing Laboratory Pressure Aging Vessel Conditioning to Field Aging of Asphalt Binder within Compacted Mixtures</title><author>Smith, Braden T ; Bazuhair, Rabeea W ; Daranga, Codrin ; Baumgardner, Gaylon L ; Howard, Isaac L</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a337t-545130e3678fac7ed2ce3041d112fbe683e09f83a3bb575ec0a6c1b7c6cbc8f03</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Aging</topic><topic>Asphalt</topic><topic>Asphalt mixes</topic><topic>Building materials</topic><topic>Civil engineering</topic><topic>Conditioning</topic><topic>Configurations</topic><topic>Geographical locations</topic><topic>Simulation</topic><topic>Specifications</topic><topic>Technical Papers</topic><topic>Vessels</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Smith, Braden T</creatorcontrib><creatorcontrib>Bazuhair, Rabeea W</creatorcontrib><creatorcontrib>Daranga, Codrin</creatorcontrib><creatorcontrib>Baumgardner, Gaylon L</creatorcontrib><creatorcontrib>Howard, Isaac L</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of materials in civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Smith, Braden T</au><au>Bazuhair, Rabeea W</au><au>Daranga, Codrin</au><au>Baumgardner, Gaylon L</au><au>Howard, Isaac L</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Comparing Laboratory Pressure Aging Vessel Conditioning to Field Aging of Asphalt Binder within Compacted Mixtures</atitle><jtitle>Journal of materials in civil engineering</jtitle><date>2019-11-01</date><risdate>2019</risdate><volume>31</volume><issue>11</issue><issn>0899-1561</issn><eissn>1943-5533</eissn><abstract>AbstractAsphalt purchase specifications have used 20-h pressure aging vessel (PAV) protocols to simulate later age binder properties for decades. Industrywide changes have introduced complexities when simulating field aging of asphalt binders, and the severity of conditioning protocols is a common discussion topic. This paper evaluates five field aging configurations in which compacted asphalt mixtures were aged in the same location (Columbus, Mississippi) between 2011 and 2016. Experiments like this, in which 10 different asphalt mixtures are evaluated for aging in one geographic location over five calendar years, are uncommon in the literature. Overall, the five aging configurations were best simulated by 3–11 h of PAV conditioning per year with 20 PAV hours simulating less than 5 years of aging in all but one of the five configurations. Ultimately, changing purchase specification binder conditioning methods would shift binder properties across the market, but changing specified PAV conditioning times cannot decrease the aging variability as seen in this one experimental location over a 5-year period.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)MT.1943-5533.0002926</doi><orcidid>https://orcid.org/0000-0003-4642-7723</orcidid><orcidid>https://orcid.org/0000-0002-2476-1096</orcidid><orcidid>https://orcid.org/0000-0002-1355-9052</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0899-1561 |
ispartof | Journal of materials in civil engineering, 2019-11, Vol.31 (11) |
issn | 0899-1561 1943-5533 |
language | eng |
recordid | cdi_proquest_journals_2280621029 |
source | ASCE Library (civil engineering) |
subjects | Aging Asphalt Asphalt mixes Building materials Civil engineering Conditioning Configurations Geographical locations Simulation Specifications Technical Papers Vessels |
title | Comparing Laboratory Pressure Aging Vessel Conditioning to Field Aging of Asphalt Binder within Compacted Mixtures |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-31T21%3A55%3A16IST&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=Comparing%20Laboratory%20Pressure%20Aging%20Vessel%20Conditioning%20to%20Field%20Aging%20of%20Asphalt%20Binder%20within%20Compacted%20Mixtures&rft.jtitle=Journal%20of%20materials%20in%20civil%20engineering&rft.au=Smith,%20Braden%20T&rft.date=2019-11-01&rft.volume=31&rft.issue=11&rft.issn=0899-1561&rft.eissn=1943-5533&rft_id=info:doi/10.1061/(ASCE)MT.1943-5533.0002926&rft_dat=%3Cproquest_cross%3E2280621029%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a337t-545130e3678fac7ed2ce3041d112fbe683e09f83a3bb575ec0a6c1b7c6cbc8f03%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2280621029&rft_id=info:pmid/&rfr_iscdi=true |