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. 2020 May 2;13(9):2118. doi: 10.3390/ma13092118

Table 8.

Results of concrete ultrasound velocity test in borehole No. 7.

Ordinal Number Height from the Bottom of the Floor (cm) Ultrasound Netto Passing Time in Direction I-I tn I-I (µs) Ultrasound Netto Passing Time in Direction II-II tn II-II (µs) Mean Ultrasound Netto Passing Time tn (µs) Ultrasound Wave Velocity CL (km/s) Concrete Compression Strength fc (MPa)
1 21.0 47.0 55.0 51.00 2.950 39.50
2 20.0 55.5 54.9 55.20 2.726 33.94
3 19.0 79.0 79.2 79.10 1.902 13.53
4 18.0 59.0 59.4 59.20 2.541 29.38
5 17.0 59.9 59.2 59.55 2.526 29.01
6 16.0 60.6 59.4 60.00 2.508 28.54
7 15.0 58.5 58.6 58.55 2.570 30.07
8 14.0 59.2 58.8 59.00 2.550 29.59
9 13.0 60.0 58.1 59.05 2.548 29.54
10 12.0 57.9 58.0 57.95 2.596 30.73
11 11.0 58.6 59.4 59.00 2.550 29.59
12 10.0 59.9 58.6 59.25 2.539 29.32
13 9.0 58.8 59.0 58.90 2.554 29.70
14 8.0 61.3 58.3 59.80 2.516 28.74
15 7.0 61.0 59.0 60.00 2.508 28.54
16 6.0 58.0 58.8 58.40 2.576 30.24
17 5.0 56.6 58.3 57.45 2.619 31.29
18 4.0 75.8 64.0 69.90 2.152 19.74
19 3.0 60.9 44.0 52.45 2.868 37.48
20 2.0 52.3 52.3 52.30 2.877 37.68
21 1.0 52.0 51.4 51.70 2.910 38.51