Skip to main content
. 2020 May 2;13(9):2118. doi: 10.3390/ma13092118

Table 3.

Results of concrete ultrasound velocity test in borehole No. 2.

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 20.5 31.3 30.5 30.90 3.040 24.24
2 20.0 31.1 30.1 30.60 3.070 25.28
3 19.5 30.4 30.3 30.35 3.096 26.19
4 19.0 29.6 30.7 30.15 3.116 26.95
5 18.5 29.7 30.1 29.90 3.142 27.94
6 18.0 28.4 28.8 28.60 3.285 33.83
7 17.0 28.4 28.9 28.65 3.279 33.58
8 16.0 28.4 28.3 28.35 3.314 35.14
9 15.0 27.6 28.4 28.00 3.355 37.07
10 14.0 27.6 28.1 27.85 3.373 37.94
11 13.0 28.0 28.3 28.15 3.337 36.22
12 12.0 27.8 28.0 27.90 3.367 37.64
13 11.0 28.0 28.0 28.00 3.355 37.07
14 10.0 28.6 28.5 28.55 3.291 34.09
15 9.0 27.6 28.5 28.05 3.349 36.78
16 8.0 27.4 28.3 27.85 3.373 37.94
17 7.0 27.6 27.6 27.60 3.404 39.44
18 6.0 27.7 27.9 27.80 3.379 38.23
19 5.0 27.4 27.8 27.60 3.404 39.44
20 4.0 27.7 27.9 27.80 3.379 38.23
21 3.0 27.6 27.5 27.55 3.410 39.75
22 2.0 28.1 28.6 28.35 3.314 35.14
23 1.0 27.4 26.6 27.00 3.480 43.35
24 0.2 27.4 26.0 26.70 3.519 45.49