If my rodded bulk density for fine aggregates is 1.578 kg/L and the percentage void is 46.32%, does it meet the standard, will this kind of find aggregate affect the concrete and structure? Can you also compare the rodded bulk density to the loose bulk density that hs 1.4 kg/L? Same with coarse aggregate, I have 1.46 kg/L for rodded bulk density, and 50.2% of percentage void, does it meet the standard, will this kind of coarse aggregate affect the concrete and structure? Can you also compare the rodded bulk densityt to the bulk density that has 1.32 kg/L?
If my rodded bulk density for fine aggregates is 1.578 kg/L and the percentage void is 46.32%, does it meet the standard, will this kind of find aggregate affect the concrete and structure? Can you also compare the rodded bulk density to the loose bulk density that hs 1.4 kg/L? Same with coarse aggregate, I have 1.46 kg/L for rodded bulk density, and 50.2% of percentage void, does it meet the standard, will this kind of coarse aggregate affect the concrete and structure? Can you also compare the rodded bulk densityt to the bulk density that has 1.32 kg/L?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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If my rodded bulk density for fine aggregates is 1.578 kg/L and the percentage void is 46.32%, does it meet the standard, will this kind of find aggregate affect the concrete and structure? Can you also compare the rodded bulk density to the loose bulk density that hs 1.4 kg/L?
Same with coarse aggregate, I have 1.46 kg/L for rodded bulk density, and 50.2% of percentage void, does it meet the standard, will this kind of coarse aggregate affect the concrete and structure? Can you also compare the rodded bulk densityt to the bulk density that has 1.32 kg/L?
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