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The chapter focuses on the Marshall mix design method for determining the optimal bitumen content in asphalt mixtures. Key topics include specimen preparation, property determination, stability and flow testing, and calculating other relevant metrics such as air voids and voids filled with bitumen. Additionally, it outlines how to graphically analyze results to find the optimum binder content for achieving desired pavement performance.
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References
26.pdfClass Notes
Memorization
What we have learnt
Final Test
Revision Tests
Term: Marshall Stability
Definition: The maximum load a test specimen can withstand before failure, used to predict the performance of asphalt mixtures.
Term: Bulk Specific Gravity
Definition: The specific gravity of the mix that considers air voids, calculated using the weight of the mix in air and in water.
Term: Optimum Bitumen Content
Definition: The percentage of bitumen that provides the best mechanical properties and performance for the pavement mix.
Term: Air Voids
Definition: The percentage of voids in the mix that affect durability and strength, impacting how the asphalt performs under load.
Term: Voids Filled with Bitumen (VFB)
Definition: The percentage of voids in the mineral aggregate framework that are filled with bitumen, influencing the mix's stability.