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 0.25mm 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)
• Asphalt Concrete Mix Design (Part 1 - Mi...
Part - 2 Asphalt Concrete Mix Design (Part - 2 Aggregate batching and Mix Sample Preparation)
• Asphalt Concrete Mix Design (Part - 2 Aggr...
Part - 3 ASPHALT CONCRETE MIX DESIGN (PART- 3 - MARSHALL TEST SPECIMEN PREPARATION(MARHSALL METHOD OF DESIGN)
• ASPHALT CONCRETE MIX DESIGN (PART- 3 - MAR...
Also watch
Asphalt Concrete Mix Design and Types
• Asphalt Concrete Mix Design and Types
COATING AND STRIPPING OF BITUMEN AGGREGATE MIXTURES as per AASHTO T 182 & ASTM D 1664
• COATING AND STRIPPING OF BITUMEN AGGREGATE...
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