Cold in-place recycling (CIR) has been used for the past two decades as an effective rehabilitation technique for deteriorated asphalt concrete (AC) pavements. The CIR process consists of milling the top portion of the deteriorated AC layer, mix the reclaimed asphalt pavement (RAP) with asphalt emulsion and additive such as lime or portland cement, and compact. The generated CIR layer serves as a good base under the new AC overlay. The most critical property of the CIR layer is its excellent resistance to reflective cracking which makes it a highly effective rehabilitation treatment for cracked AC pavements. Other rehabilitation alternatives such as straight AC overlay would suffer from reflective cracking at the rate of 25 mm per service year.There are five parts of the CIR process; 1) milling, 2) mixing, 3) laydown, 4) compaction, and 5) overlay. Parts 1, 2, 3, and 5 have been well established while part 4 is still requires major improvements. Up to this date, the measurement of the in-place density of the compacted CIR layer is un-achievable. In the case of the AC layer, the in-place density during compaction is measured through a nuclear density gauge that has been calibrated against cores cut from the compacted mat. The application of the same process for the CIR layer faces major limitations: a) in-ability of the nuclear gauge to measure density due to excess water and b) cores cannot be cut from the CIR mat until the 14 days curing has occurred. This paper describes a new method to measure the in-place density of the CIR layer during the compaction process. The new method uses the Sand Cone apparatus to measure the bulk density of the compacted CIR layer. The proposed method has been validated through laboratory testing and field evaluation.