Research Article
Developing a Higher Performance and Less Thickness Concrete Pavement: Using a Nonconventional Concrete Mixture
Table 3
Number of tested samples for slump and compressive strength.
| | Mixture | Number of slump samples | Number of compressive strength samples (7 days) | Number of compressive strength samples (28 days) |
| | 1 | 3 | 3 | 3 | | 2 | 3 | 3 | 3 | | 3 | 3 | 3 | 3 | | 4 | 3 | 3 | 3 | | 5 | 3 | 3 | 3 | | 6 | 3 | 3 | 3 | | 7 | 3 | 3 | 3 | | 8 | 3 | 3 | 3 | | 9 | 3 | 3 | 3 | | 10 | 3 | 3 | 3 | | Total | 30 | 30 | 30 |
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