Col Sani, Yuanita Kiki creator Suparma, Latif Budi Chairperson Kunnawee Kanitpong Co-Chairperson Sartono, H. Wardhani Examination Committee Murwono, Djoko Examination Committee Ministry of Public Works Scholarship Donor Government of The Republic of Indonesia Scholarship Donor text series technical report th Pathum Thani, Thailand Asian Institute of Technology 2010 continuing eng 39, [46] leaves : ill. Cold mix recycling with foamed bitumen is a mixture of foamed bitumen and RAP. The researcher investigates, ensures its mix design for binder course and adjusts its application in Indonesia. The research was carried out by determination of OMC and scale of foam resulted the foamed bitumen either for RAP or RAP and new aggregate mixes are 2.0%, 2.5%, 3.0% and 3.5%. It included 1.5% cement. It was evaluated by tests, i.e. Indirect Tensile Strength (ITS), Unconfined Compressive Strength (UCS) and wheel tracking compared to the requirement of Directorate General of Highways Specification. The research cannot recommend mix design because the results suited the criteria. However, the excellent mix design is a mixing of 65% RAP and 35% new aggregate, foam 2.5%, OMC 4.77% and water content 0.80% where the TSR is 87.25%, UCS is 35.25 kg/cm2 and deformation is 10800 passing/mm. Thereby, there is a possible application of mixture in Indonesia. A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Transportation Engineering, School of Engineering and Technology Research Studies Project Report (M.Eng.) - Asian Institute of Technology, 2010 Bitumen Pavements, Flexible Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B04962 http://203.159.5.9/ait-thesis/detail.php?q=B04962 130513 20260818085708.0