Optimizing the Use of Rediset ® LQ as an Additive in Warm Mix Asphalt Technology

Irfan, Irfan; Subagio, Bambang Sugeng; Hariyadi, Eri Susanto; Maha, Indra

doi:10.5614/jts.2020.27.3.1

Cited by 3 publications

(2 citation statements)

References 14 publications

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“…Likewise, using 0.5% Rediset LQ additive in asphalt Pen 60/70 can reduce the mix temperature to 30 °C (Irfan et al, 2021). However, a further test is necessary, which is the workability test of the mixture using a marshall compactor (Maha et al, 2015;Irfan et al, 2020).…”

Section: Viscositas Pvlnr Modified Aspal Aditif Rediset Lqmentioning

confidence: 99%

The Rutting Resistance and Resilient Moduli of Pre-Vulcanized Liquid Natural Rubber Modified Asphaltic Concrete in Warm-Mix Temperature Condition

Irfan

Subagio

Hariyadi

et al. 2022

Journal of Civil Engineering and Management

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Pre-Vulcanized Liquid Natural Rubber (PVLNR) modified asphalt leaves problems such as increasing the viscosity, thereby increasing the mixing and compaction temperature up to 175 °C, accelerating the ageing process. Therefore it is necessary to do developing methods using PVLNR at lower mixing temperatures requires warm-mix technology. This study aimed to evaluate the use of PVLNR modified asphalt in warm mix asphalt (WMA). Laboratory testing includes rheological modified asphalt, the workability analysis, Resilient Modulus and Deformation. The results showed that the PVLNR content decreased penetration increased the softening point and asphalt viscosity. In addition, additive Rediset LQ plays a role in reducing asphalt viscosity. The advantages of PVLNR modified asphalt are increasing elastic recovery, saving asphalt consumption and increasing the Modulus of hot mix asphalt rubber (HAR) and warm mix asphalt rubber (WAR). In addition, the Rutting resistance of WAR is better than that of HMA and WMA.

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Section: Viscositas Pvlnr Modified Aspal Aditif Rediset Lqmentioning

confidence: 99%

The Rutting Resistance and Resilient Moduli of Pre-Vulcanized Liquid Natural Rubber Modified Asphaltic Concrete in Warm-Mix Temperature Condition

Irfan

Subagio

Hariyadi

et al. 2022

Journal of Civil Engineering and Management

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“…We often encounter traffic jams on this road because it is part of a national road along the northern side of the island of Java. The length of this road in Brebes Regency is 32.8 km, which passes through several sub-districts, namely Bulakamba, *Corresponding author: arysetyawan@staff.uns.ac.id Brebes, Losari, Wanasari and Tanjung sub-districts [2]. Over time, the large number of heavy vehicles and the dense traffic flow on this road causes a decrease in the value of flexible pavement conditions.…”

Section: Introductionmentioning

confidence: 99%

Overlay thickness evaluation based on Indonesian manual road design and shell pavement design method

Setyawan,

Sulistyojati

2023

E3S Web Conf.

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Brebes Regency is one of the areas crossed by the north coast road (Pantura). This road is very important and forms the basis of land transportation traffic on the island of Java. We often encounter traffic jams on this road because it is part of a national road along the northern side of the island of Java. There are several treatments that are usually carried out to repair roads that have been damaged, one of which is the addition of a thick layer or overlay. Therefore, researchers conducted an analysis study of the added layer thickness (overlay) on the road to find out and analyze the results of the 2017 Road Pavement Design Manual overlay method and the Shell Pavment Design Method (SPDM) program method. In this study, the data collected were primary data and secondary data, namely road profiles obtained directly from field observations, average daily traffic data (LHR) and Falling Weight Deflectometer (FWD). The results of the overlay calculation using MDP 2017 obtained an overlay value of 50 mm and the SPDM program was 46 mm. An effective method in terms of data requirements, calculations and time is the SPDM program because when it is used it can be easily and calculated automatically in the program, whereas if you use MDP 2017 the calculations are still manual and the determination of the overlay thickness uses a graphic that accurately adjusts the user's foresight and will affect the results of the overlay calculation.

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Application of warm mix technology - design and performance characteristics: Review and way forward

Nithinchary,

Dhandapani,

Mullapudi

2024

Construction and Building Materials

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Optimizing the Use of Rediset ® LQ as an Additive in Warm Mix Asphalt Technology

Cited by 3 publications

References 14 publications

The Rutting Resistance and Resilient Moduli of Pre-Vulcanized Liquid Natural Rubber Modified Asphaltic Concrete in Warm-Mix Temperature Condition

The Rutting Resistance and Resilient Moduli of Pre-Vulcanized Liquid Natural Rubber Modified Asphaltic Concrete in Warm-Mix Temperature Condition

Overlay thickness evaluation based on Indonesian manual road design and shell pavement design method

Application of warm mix technology - design and performance characteristics: Review and way forward

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