Determine the maximum theoretical specific gravity of a paving mixture having a weight of 1210gm in air and 635gm in water. Knowing that the voids in mineral aggregate is 14 %, the asphalt content used in this mixture is 5.5 % with a specific gravity of asphalt equals to 1.02 and the amount of asphalt absorbed by aggregates is 1.3%.

Principles of Instrumental Analysis
7th Edition
ISBN:9781305577213
Author:Douglas A. Skoog, F. James Holler, Stanley R. Crouch
Publisher:Douglas A. Skoog, F. James Holler, Stanley R. Crouch
Chapter23: Potentiometry
Section: Chapter Questions
Problem 23.12QAP: What arc the advantages of microfabricated ISEs? Describe typical applications of this type of...
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Determine the maximum theoretical specific gravity of a paving mixture having a weight of
1210gm in air and 635gm in water. Knowing that the voids in mineral aggregate is 14 %, the
asphalt content used in this mixture is 5.5 % with a specific gravity of asphalt equals to 1.02
and the amount of asphalt absorbed by aggregates is 1.3%.
Transcribed Image Text:Determine the maximum theoretical specific gravity of a paving mixture having a weight of 1210gm in air and 635gm in water. Knowing that the voids in mineral aggregate is 14 %, the asphalt content used in this mixture is 5.5 % with a specific gravity of asphalt equals to 1.02 and the amount of asphalt absorbed by aggregates is 1.3%.
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