How the Mix Factors Affect the Dynamic Modulus of Hot-Mix Asphalt

Hot-mix asphalt (HMA) is a composite material consisting of stone-aggregates, sand, asphalt binder and additives. The properties of this combined material are dependent on the volumetric parameters used in the mix design. This study investigates the effects of volumetric mix factors on the dynamic m...

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Main Authors: Md Rashadul Islam, Sylvester A. Kalevela, Guy Mendel
Format: Article
Language:English
Published: MDPI AG 2019-07-01
Series:Journal of Composites Science
Subjects:
Online Access:https://www.mdpi.com/2504-477X/3/3/72
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spelling doaj-1e561de460cc46e099bd35938618df442020-11-25T00:45:39ZengMDPI AGJournal of Composites Science2504-477X2019-07-01337210.3390/jcs3030072jcs3030072How the Mix Factors Affect the Dynamic Modulus of Hot-Mix AsphaltMd Rashadul Islam0Sylvester A. Kalevela1Guy Mendel2Department of Engineering Technology, Colorado State University, Pueblo, CO 81001, USADepartment of Engineering Technology, Colorado State University, Pueblo, CO 81001, USADepartment of Engineering Technology, Colorado State University, Pueblo, CO 81001, USAHot-mix asphalt (HMA) is a composite material consisting of stone-aggregates, sand, asphalt binder and additives. The properties of this combined material are dependent on the volumetric parameters used in the mix design. This study investigates the effects of volumetric mix factors on the dynamic moduli (<i>E*</i>) of eleven categories of HMAs. For each category of asphalt mixture, the variations in dynamic modulus for different contractors, binder types, effective binder content (<i>V<sub>be</sub></i>), air void (<i>V<sub>a</sub></i>), voids-in-mineral aggregates (VMA), voids-filled-with asphalt (VFA) and asphalt content (AC) are assessed statistically. Results show that the S(100) mixture (nominal size of 19 mm, 100 gyrations) with the Performance Grade (PG) binder of PG 64-22 has the highest value of <i>E*</i> at low temperature or high reduced frequency. At high temperature or lower reduced frequency, S(100) PG 76-28 has the highest <i>E*</i> value. The SX(75) mixture (nominal size of 12.5 mm, 75 gyrations) with the binder of PG 64-28 has the lowest <i>E*</i> value at high temperature or lower reduced frequency. At low temperature or high reduced frequency, SX(75) PG 58-34 has the lowest <i>E*</i> value. The Stone Mix Asphalt (SMA) mix has a lower <i>E*</i> compared to S(100) and SX(100) mixes ((nominal size of 12.5 mm, 100 gyrations) with the Performance Grade (PG) binder of) at low temperature. The <i>E*</i> increases with an increase in <i>V<sub>be</sub></i>, <i>V<sub>a</sub></i>, and VFA, and decreases with an increase in VMA and AC. The <i>E*</i> of a mix can vary from 200 ksi (1380 MPa) to about 1000 ksi (6900 MPa) for a particular frequency (10 Hz) and temperature (21.1 &#176;C), even if samples are from the same contractor.https://www.mdpi.com/2504-477X/3/3/72hot-mix asphaltdynamic moduluseffective binder contentair voidvoids-in-mineral aggregatesvoids-filled-with asphalt
collection DOAJ
language English
format Article
sources DOAJ
author Md Rashadul Islam
Sylvester A. Kalevela
Guy Mendel
spellingShingle Md Rashadul Islam
Sylvester A. Kalevela
Guy Mendel
How the Mix Factors Affect the Dynamic Modulus of Hot-Mix Asphalt
Journal of Composites Science
hot-mix asphalt
dynamic modulus
effective binder content
air void
voids-in-mineral aggregates
voids-filled-with asphalt
author_facet Md Rashadul Islam
Sylvester A. Kalevela
Guy Mendel
author_sort Md Rashadul Islam
title How the Mix Factors Affect the Dynamic Modulus of Hot-Mix Asphalt
title_short How the Mix Factors Affect the Dynamic Modulus of Hot-Mix Asphalt
title_full How the Mix Factors Affect the Dynamic Modulus of Hot-Mix Asphalt
title_fullStr How the Mix Factors Affect the Dynamic Modulus of Hot-Mix Asphalt
title_full_unstemmed How the Mix Factors Affect the Dynamic Modulus of Hot-Mix Asphalt
title_sort how the mix factors affect the dynamic modulus of hot-mix asphalt
publisher MDPI AG
series Journal of Composites Science
issn 2504-477X
publishDate 2019-07-01
description Hot-mix asphalt (HMA) is a composite material consisting of stone-aggregates, sand, asphalt binder and additives. The properties of this combined material are dependent on the volumetric parameters used in the mix design. This study investigates the effects of volumetric mix factors on the dynamic moduli (<i>E*</i>) of eleven categories of HMAs. For each category of asphalt mixture, the variations in dynamic modulus for different contractors, binder types, effective binder content (<i>V<sub>be</sub></i>), air void (<i>V<sub>a</sub></i>), voids-in-mineral aggregates (VMA), voids-filled-with asphalt (VFA) and asphalt content (AC) are assessed statistically. Results show that the S(100) mixture (nominal size of 19 mm, 100 gyrations) with the Performance Grade (PG) binder of PG 64-22 has the highest value of <i>E*</i> at low temperature or high reduced frequency. At high temperature or lower reduced frequency, S(100) PG 76-28 has the highest <i>E*</i> value. The SX(75) mixture (nominal size of 12.5 mm, 75 gyrations) with the binder of PG 64-28 has the lowest <i>E*</i> value at high temperature or lower reduced frequency. At low temperature or high reduced frequency, SX(75) PG 58-34 has the lowest <i>E*</i> value. The Stone Mix Asphalt (SMA) mix has a lower <i>E*</i> compared to S(100) and SX(100) mixes ((nominal size of 12.5 mm, 100 gyrations) with the Performance Grade (PG) binder of) at low temperature. The <i>E*</i> increases with an increase in <i>V<sub>be</sub></i>, <i>V<sub>a</sub></i>, and VFA, and decreases with an increase in VMA and AC. The <i>E*</i> of a mix can vary from 200 ksi (1380 MPa) to about 1000 ksi (6900 MPa) for a particular frequency (10 Hz) and temperature (21.1 &#176;C), even if samples are from the same contractor.
topic hot-mix asphalt
dynamic modulus
effective binder content
air void
voids-in-mineral aggregates
voids-filled-with asphalt
url https://www.mdpi.com/2504-477X/3/3/72
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