Apéndice 2 - Tabla de conversión del valor de la resistencia del
hormigón de la zona de ensayo
Valor de
rebote
90°
20
10.3
21
10.3
22
10.3
23
10.3
24
10.3
25
10.3
26
11.0
27
11.9
28
13.4
29
14.8
30
16.2
31
17.6
32
19.1
33
20.8
34
22.4
35
24.1
36
25.9
37
27.8
38
29.6
39
31.6
40
33.6
41
35.5
42
37.7
43
39.7
44
42.0
45
44.1
46
46.5
47
48.7
48
51.3
49
53.6
50
56.8
Dirección del impacto
60°
45°
30°
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.4
10.3
10.5
11.6
10.8
11.6
12.7
12.0
12.8
14.0
13.3
14.0
15.3
14.6
15.4
16.7
16.0
16.7
18.0
17.5
18.2
19.6
18.9
19.6
21.0
20.8
21.2
22.7
22.0
22.7
24.3
23.6
24.5
26.0
25.2
26.0
27.8
27.1
27.9
29.6
28.8
29.6
31.4
30.7
31.6
33.5
32.5
33.5
35.4
34.6
35.5
37.5
36.5
37.5
39.5
38.7
39.7
41.8
40.7
41.8
43.9
43.0
44.1
46.3
45.2
46.3
48.5
47.6
48.7
51.0
49.9
51.0
53.4
52.5
53.6
56.0
54.8
56.0
58.5
57.5
58.8
60.0
MPa
Horizontal
Dirección del impacto
0°
-30°
10.3
13.1
11.4
14.3
12.5
15.4
13.7
16.7
14.9
17.9
16.2
19.2
17.5
20.6
18.9
22.1
20.3
23.5
21.8
25.0
23.3
26.5
24.9
28.2
26.5
29.8
28.2
31.6
30.0
33.3
31.8
35.2
33.6
36.9
35.5
38.9
37.5
40.7
39.5
42.8
41.6
44.8
43.7
47.0
45.9
49.0
48.1
51.3
50.4
53.4
52.7
55.8
55.0
58.0
57.5
60.0
-45°
-60°
-90°
13.7
14.3
14.9
14.9
15.5
16.2
16.0
16.7
17.4
17.4
18.0
18.8
18.6
19.3
20.0
20.0
20.8
21.5
21.4
22.1
22.8
22.8
23.6
24.5
24.3
25.0
25.9
25.9
26.7
27.6
27.4
28.2
29.1
29.1
30.0
30.9
30.7
31.6
32.5
32.5
33.5
34.4
34.2
35.2
36.1
36.1
37.1
38.2
37.9
38.9
39.9
39.9
41.0
42.0
41.8
42.8
43.9
43.9
45.0
46.1
45.9
47.0
48.1
48.1
49.2
50.4
50.2
51.3
52.5
52.5
53.6
54.8
54.6
55.8
57.0
57.0
58.2
59.5
59.2
60.0
