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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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 °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 °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 |
work_keys_str_mv |
AT mdrashadulislam howthemixfactorsaffectthedynamicmodulusofhotmixasphalt AT sylvesterakalevela howthemixfactorsaffectthedynamicmodulusofhotmixasphalt AT guymendel howthemixfactorsaffectthedynamicmodulusofhotmixasphalt |
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