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7/17/2019 Esclerometro.xlsx
http://slidepdf.com/reader/full/esclerometroxlsx 1/7
CONVERSION DEL VALOR DE REBOTE A RESISTEN
N°
1 39.5
2 35
3 36.4
4 41
5 38.1
6 38
7 38.1
8 38.1
9 34
Mediana 38.1
2.
!"#$edi# 38
Resistencia
Re%i%&en'ia de( '#n'"e&#
)$ )$a* )$in E""#"
R = 38 320 380 260 19%
N°
1 4
2 37
3 39
4 42
5 39
6 41.5
7 41.5
8 41
9 41.5
Mediana 41
1.6
!"#$edi# 41
Re%i%&en'ia de( '#n'"e&#
)$ )$a* )$in E""#"
Va(#" de(
"e+#&e
De%,.E%&anda"
Va(#" de(
"e+#&e
De%,.
E%&anda"
0 1 2 3 4 530
32
34
36
38
40
42
44
ANALISIS DE
Column B Column C Col
0 1 2 3 4 535
36
37
38
39
40
41
42
43
44
45
ANALISIS DE
Column B Column C Co
7/17/2019 Esclerometro.xlsx
http://slidepdf.com/reader/full/esclerometroxlsx 2/7
R = 41 370 430 310 17%
7/17/2019 Esclerometro.xlsx
http://slidepdf.com/reader/full/esclerometroxlsx 3/7
IA DEL CONCRETO
6 7 8 9 10
ATOS
mn D Column E
6 7 8 9 10
ATOS
lumn D Column E
7/17/2019 Esclerometro.xlsx
http://slidepdf.com/reader/full/esclerometroxlsx 5/7
-90 -45 0 45 90
20
21 1562.5
25 2000 2333
30 3262.5 3417
35 4583
37.5 516740 5833
42.5 6500
45 7200
47.5 7883
50 8500
55 9250
60 10000
7/17/2019 Esclerometro.xlsx
http://slidepdf.com/reader/full/esclerometroxlsx 6/7
-90 -45 0 45 90
20 125 115
21 135 125
22 145 135 110
23 160 145 12024 170 160 130
25 180 170 140 100
26 198 185 158 115
27 210 200 165 130 105
28 220 210 180 140 120
29 238 220 190 150 138
30 250 238 210 170 145
31 260 250 220 180 160
32 280 265 238 190 170
33 290 280 250 210 19034 310 290 260 220 200
35 320 310 280 238 218
36 340 320 290 250 230
37 350 340 310 265 245
38 370 350 320 280 260
39 380 370 340 300 280
40 400 380 350 310 295
41 410 400 370 330 310
42 425 415 380 345 325
43 440 530 400 360 340
44 460 450 420 380 360
45 470 460 430 395 375
46 490 480 450 410 390
47 500 495 465 430 410
48 520 510 480 445 430
49 540 525 500 460 445
50 550 540 515 480 460
51 570 560 530 500 480
52 580 570 550 515 500
53 600 590 565 530 520
54 580 550 530
55 600 570 550
7/17/2019 Esclerometro.xlsx
http://slidepdf.com/reader/full/esclerometroxlsx 7/7
m ma! min
"#$cm& "#$cm& "#$cm& ERR'R
22 110 160 60 50%
23 120 170 70 44%
24 130 180 80 40%
25 140 190 90 35%
26 150 200 100 31%27 170 220 120 33%
28 180 230 130 28%
29 190 240 140 26%
30 210 270 150 32%
31 220 280 160 28%
32 230 280 180 20%
33 250 310 190 26%
34 260 320 200 23%
35 280 340 220 24%
36 290 450 130 55%37 310 370 250 21%
38 320 380 260 19%
39 340 400 280 19%
40 350 410 290 17%
41 370 430 310 17%
42 380 440 320 15%
43 400 460 340 15%
44 420 490 350 18%
45 430 490 370 14%
46 450 520 380 16%
47 460 520 400 12%
48 480 540 420 13%
49 500 570 430 15%
50 510 570 450 11%
51 530 600 460 13%
52 550 620 480 13%
53 560 620 500 10%
54 580 650 510 12%
55 600 670 530 12%