Assessment of Compaction Temperatures on Hot Mix Asphalt (HMA) Properties
Hot Mix Asphalt (HMA) is one of the most
commonest constructed asphalts in Iran and the quality control of
constructed roads with HMA have been always paid due attention by
researchers. The quality control of constructed roads with this
method is being usually carried out by measuring volumetric
parameters of HMA marshall samples. One of the important
parameters that has a critical role in changing these volumetric
parameters is “compaction temperature"; which as a result of its
changing, volumetric parameters of Marshall Samples and
subsequently constructed asphalt is encountered with variations. In
this study, considering the necessity of preservation of the
compaction temperature, the effect of various temperatures on Hot
Mix Asphalt (HMA) samples properties has been evaluated. As well,
to evaluate the effect of this parameter on different grading, two
different grading (Top coat index grading and binder index grading)
have been used and samples were compacted at 5 various
temperatures.
[1] O. Astm, standard practice for preparation of bituminous specimens
using marshall apparatus, d6926.
[2] Iranian highway asphalt paving code no.234 (in persian)
[3] Shiva kumar.m.j, (2009), effect of varying mixing & compaction
temperature on marshall properties of bituminous concrete mix, rasta -
center for road technology, bangalore.
[4] Asphalt institute manual series no 2 (ms-2) (1996) mix design method
for asphalt concrete and other hot mix types, lexington.
[5] Gillespie hugh, m, 1992, century of progress the history of hot mix
asphalt, national asphalt pavement association, new york press.
[6] Goetz, william h, (1987), the evolution of asphalt concrete mix design,
symposium on development of more rational approaches to asphalt
concrete mix design procedures.
[7] Hunter, robert dr, ed (2000), asphalts in road construction, thomas
telford, london.
[8] Kennedy thomas w, robbert freddy l and mcgennis robert, 1982, effect
of compaction temperature and effort on the engineering properties of
asphalt concrete mixtures. Symposium on placement and compaction of
asphalt mixtures.
[9] Kloubert h-j, 1997, compaction of bituminous material, bomag-menck
gmbh, boppard, germany, november.
[10] Nizam, khairul, 2004, pengunaan kaca buangan sebagai aggregate halus
dalam turapan asfal, projek sarjana, utm
[11] Solaiman mansur, (pennyslavania state university) harver john,
(university of california), tahmoressi maghsoud,(pavetex engineering
and testing) and tandon vivek,(university of texas), (2004) test method
to predict moisture sensitivity of hot mix asphalt pavement, topic 3 pp
77- 102.journal of asphalt institute.
[12] Larry ak silas tirau, "evaluation of hot mix asphalt (hma) properties
compacted at various temperatures", project report, november-2005.
[1] O. Astm, standard practice for preparation of bituminous specimens
using marshall apparatus, d6926.
[2] Iranian highway asphalt paving code no.234 (in persian)
[3] Shiva kumar.m.j, (2009), effect of varying mixing & compaction
temperature on marshall properties of bituminous concrete mix, rasta -
center for road technology, bangalore.
[4] Asphalt institute manual series no 2 (ms-2) (1996) mix design method
for asphalt concrete and other hot mix types, lexington.
[5] Gillespie hugh, m, 1992, century of progress the history of hot mix
asphalt, national asphalt pavement association, new york press.
[6] Goetz, william h, (1987), the evolution of asphalt concrete mix design,
symposium on development of more rational approaches to asphalt
concrete mix design procedures.
[7] Hunter, robert dr, ed (2000), asphalts in road construction, thomas
telford, london.
[8] Kennedy thomas w, robbert freddy l and mcgennis robert, 1982, effect
of compaction temperature and effort on the engineering properties of
asphalt concrete mixtures. Symposium on placement and compaction of
asphalt mixtures.
[9] Kloubert h-j, 1997, compaction of bituminous material, bomag-menck
gmbh, boppard, germany, november.
[10] Nizam, khairul, 2004, pengunaan kaca buangan sebagai aggregate halus
dalam turapan asfal, projek sarjana, utm
[11] Solaiman mansur, (pennyslavania state university) harver john,
(university of california), tahmoressi maghsoud,(pavetex engineering
and testing) and tandon vivek,(university of texas), (2004) test method
to predict moisture sensitivity of hot mix asphalt pavement, topic 3 pp
77- 102.journal of asphalt institute.
[12] Larry ak silas tirau, "evaluation of hot mix asphalt (hma) properties
compacted at various temperatures", project report, november-2005.
@article{"International Journal of Architectural, Civil and Construction Sciences:53678", author = "Houman Saedi", title = "Assessment of Compaction Temperatures on Hot Mix Asphalt (HMA) Properties", abstract = "Hot Mix Asphalt (HMA) is one of the most
commonest constructed asphalts in Iran and the quality control of
constructed roads with HMA have been always paid due attention by
researchers. The quality control of constructed roads with this
method is being usually carried out by measuring volumetric
parameters of HMA marshall samples. One of the important
parameters that has a critical role in changing these volumetric
parameters is “compaction temperature"; which as a result of its
changing, volumetric parameters of Marshall Samples and
subsequently constructed asphalt is encountered with variations. In
this study, considering the necessity of preservation of the
compaction temperature, the effect of various temperatures on Hot
Mix Asphalt (HMA) samples properties has been evaluated. As well,
to evaluate the effect of this parameter on different grading, two
different grading (Top coat index grading and binder index grading)
have been used and samples were compacted at 5 various
temperatures.", keywords = "Compaction Temperature, HMA, Volumetric
Parameters, Marshall Method", volume = "6", number = "2", pages = "121-5", }