- Civil Engineering
- Concrete Technology and Design
- The void ratio of

Q. |
## The void ratio of |

A. | single size coarse aggregate is roughly 0.45 |

B. | graded coarse aggregate is roughly 0.040 |

C. | fine aggregate is roughly 0.45 |

D. | all the above |

Answer» D. all the above |

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Concrete Technology and Design

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