Anni Susilowati, E. Wiyono, .. Pratikto, Roihans M. I.
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引用次数: 0
摘要
本研究的目的是获得马歇尔性能值,并确定抗剥落添加剂在AC-WC沥青混凝土混合料中的最佳浸没时间。马歇尔试件的最佳沥青掺量为6%,湿固剂掺量为0.3%,浸泡时间分别为3、6、9、12、15、18、21、24、36和48小时。其实现方法是先将湿固液与沥青混合,然后按混合料的理想级配比例混合骨料。基于SNI 06-2489-1991的马歇尔测试方法。研究结果发现,延长浸没时间可以增加沥青填空率(VFB)和流量,降低混合料中空隙率(VIM)、矿物集料中空隙率(VMA)、稳定性和马歇尔商。仍会有马歇尔性质的浸没期在3至45小时的浸没时间。沥青混凝土混合料的最佳浸泡时间为24小时,VMA值为17.80%,VFB值为74.04%,VIM值为4.63%,稳定性为1071.76 kg,流量为3.25 mm, MQ为360 kg / mm,符合Bina Marga 2018规范。
Variation of Soaking Time on Asphalt Concrete Properties using Anti Stripping Materials
The purposes of this study were to obtain Marshall property values and determine the optimum submersion time in AC-WC asphalt concrete mixture using anti-stripping added ingredients. Marshall specimens were made with an optimum asphalt content of 6%, wetfixbe content of 0.3% to asphalt and each was made with a variation of submersion time 3, 6, 9, 12, 15, 18, 21, 24, 36 and 48 hours. The method of implementation is by mixing the wetfixBe first with asphalt, then aggregate according to the proportion of the ideal gradation of the mixture. Marshall testing method based on SNI 06-2489-1991. The results of the study found that the addition of submersion time can increase the percent value of Void Filled with Bitumen (VFB) and flow and reduce the percent of Void in Mix (VIM), percent of Void in the Mineral Aggregate (VMA), Stability, and Marshall Quotient. The submersion period that still meets Marshall property is at the soaking time of 3 to 45 hours. The Optimum Soaking Time for asphalt concrete mix is 24 hours, with VMA value 17,80%, VFB 74,04%, VIM 4,63%, Stability 1071.76 kg, flow 3.25 mm and MQ 360 kg / mm, asphalt concrete mixture meets Bina Marga 2018 specifications.