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

Table 2.

Results of concrete ultrasound velocity test in borehole No. 1.

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 21.5 35.3 36.2 35.75 2.615 12.47
2 21.0 29.8 32.0 30.90 3.026 23.39
3 20.5 29.4 29.3 29.35 3.186 29.20
4 20.0 30.2 30.2 30.20 3.096 25.81
5 19.5 30.5 30.9 30.70 3.046 24.06
6 19.0 30.1 30.6 30.35 3.081 25.27
7 18.5 28.6 29.8 29.20 3.202 29.84
8 18.0 29.5 29.7 29.60 3.159 28.15
9 17.0 29.4 29.2 29.30 3.191 29.40
10 16.0 28.5 28.4 28.45 3.286 33.36
11 15.0 28.4 29.9 29.15 3.208 30.08
12 14.0 28.8 29.8 29.30 3.191 29.40
13 13.0 29.1 28.7 28.90 3.235 31.18
14 12.0 29.4 29.4 29.40 3.180 28.96
15 11.0 29.2 29.9 29.55 3.164 28.34
16 10.0 28.5 29.7 29.10 3.213 30.28
17 9.0 28.5 28.8 28.65 3.264 32.40
18 8.0 28.3 29.4 28.85 3.241 31.43
19 7.0 29.2 29.5 29.35 3.186 29.20
20 6.0 28.3 30.2 29.25 3.197 29.63
21 5.0 28.8 29.3 29.05 3.219 30.52
22 4.0 29.0 29.2 29.10 3.213 30.28
23 3.0 29.7 29.8 29.75 3.143 27.54
24 2.0 29.2 28.6 28.90 3.235 31.18
25 1.0 29.5 29.2 29.35 3.186 29.20