LABORATORY MIXTURE DESIGN FOR FOAMED ASPHALT

ABSTRACT: Foamed asphalt is a green road material which normally generated using cold-mix system and frequently used in recycling technology. Due to the unique method to generate this mixture, it is very demanding to develop mixture design of foamed asphalt mixture in laboratory. This paper describes the mixture design in three points, i.e.  mixture design considerations, mixture design process, and a case study.  The mixture design considerations were developed based upon the results of previous researches. Whereas the mixture  design process was described in step  by step. The case study aplied a mixture generated using a blend of virgin crushed limestone and RAP aggregates, and bitumen pen. 50/70. The results can be deduced as follows. It should be considered several kinds for foamed asphalt mixture design, that are foamed bitumen characteristics, bitumen grade, foamed bitumen content, aggregate properties, moisture content, mixing process, compaction process, curing and temperature condition. The mixture design procedure is proposed in seven steps, i.e. (a) determine the optimum foamed bitumen properties, (b) prepare the aggregate, (c) mixing process, (d) compaction process, (e) curing process, (f) property testing, and (g) select the optimum foamed bitumen content. After running the seven steps, the case study gave the results as follows. Foams generated at a temperature of 160◦C were selected as the most stable foamed bitumen. The optimum foaming water content was found to be around 1.9%.  The plasticity index of the virgin crushed limestone aggregate was 2.7%. The maximum dry density was 2.2 Mg/m3 and optimum moisture content was 4.5%. All mixtures were added water at 72% OMC, mixed using the Hobart mixer, and compacted using Marshall Hammer. All specimens were oven cured at 40oC for 3 days. After ITS testing, it was decided to select foamed bitumen contents of 2.6%.
Key words: Mixture design, foamed asphalt, foamed bitumen, foaming water content, foamed bitumen content
Author: Sri Sunarjono 
Journal Code: jptsipilgg110020

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