Asphalt Concrete Mix Design (Part - 4 - Gmb, Gmm, Stability and Flow determination as per MS-2, ASTM

This video is continuation of the video series for Asphalt Concrete Mix Design. In this video, we will discuss the procedure for determination of 1. Bulk specific gravity of molded/compacted lab test specimen by saturated surface dry (SSD) method 2. Stability of Marshall test specimen and description of Marshall Testing Machine 3. Flow in units of during stability with automatic measuring device and correction of flow determined by other than flow meter 4. Theoretical Maximum specific gravity of mix (Gmm) Please watch part 1, 2 and 3 in conjunction with this video to fully understand the process of asphalt concrete mix design by Marshall method. The links given below Part - 1 Asphalt Concrete Mix Design (Part 1 - Mineral Aggregates and Asphalt Binder/Bitumen Selection) Part - 2 Asphalt Concrete Mix Design (Part - 2 Aggregate batching and Mix Sample Preparation) Part - 3 ASPHALT CONCRETE MIX DESIGN (PART-