Para el ensayo en el sitio del hormigón normal y de alto rendimiento
Standard Power Table
 |
 |
Exposed Probe (inches) |
 |
PSI Mohs' N0. 3 |
 |
Mpa Mohs' N0. 3 |
 |
PSI Mohs' N0 .4 |
 |
Mpa Mohs' N0.4 |
 |
PSI Mohs' N0.5 |
 |
Mpa Mohs' N0.5 |
 |
PSI Mohs' N0.6 |
 |
Mpa Mohs' N0.6 |
 |
PSI Mohs' N0.7 |
 |
Mpa Mohs' N0.7 |
 |
 |
 |
1.275 |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
| 1.3 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 1.325 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 1.35 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
| 1.375 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
 |
 |
1.4 |
 |
3000 |
 |
20.697 |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
| 1.425 |
3175 |
21.9043 |
- |
- |
- |
- |
- |
- |
- |
- |
| 1.45 |
3325 |
22.9391 |
- |
- |
- |
- |
- |
- |
- |
- |
| 1.475 |
3500 |
24.1465 |
- |
- |
- |
- |
- |
- |
- |
- |
| 1.5 |
3675 |
25.3535 |
3000 |
20.697 |
- |
- |
- |
- |
- |
- |
 |
 |
1.525 |
 |
3825 |
 |
26.3886 |
 |
3175 |
 |
21.9043 |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
- |
 |
| 1.55 |
4000 |
27.596 |
3350 |
23.1115 |
- |
- |
- |
- |
- |
- |
| 1.575 |
4175 |
28.8033 |
3525 |
24.3189 |
- |
- |
- |
- |
- |
- |
| 1.6 |
4325 |
29.8381 |
3700 |
25.5263 |
3050 |
21.0419 |
- |
- |
- |
- |
| 1.625 |
4500 |
31.0455 |
3875 |
26.7336 |
3225 |
22.2492 |
- |
- |
- |
- |
 |
 |
1.65 |
 |
4675 |
 |
32.2528 |
 |
4050 |
 |
27.9409 |
 |
3400 |
 |
23.4566 |
 |
- |
 |
- |
 |
- |
 |
- |
 |
| 1.675 |
4825 |
33.2876 |
4225 |
29.1482 |
3600 |
24.8364 |
- |
- |
- |
- |
| 1.7 |
5000 |
34.495 |
4400 |
30.3556 |
3775 |
26.0437 |
3000 |
20.697 |
- |
- |
| 1.725 |
5175 |
35.7023 |
4575 |
31.5629 |
3950 |
27.2510 |
3200 |
22.0768 |
- |
- |
| 1.75 |
5325 |
36.7371 |
4750 |
32.7702 |
4150 |
28.6308 |
3400 |
23.4566 |
- |
- |
 |
 |
1.775 |
 |
5500 |
 |
37.9445 |
 |
4925 |
 |
33.9775 |
 |
4325 |
 |
29.8381 |
 |
3600 |
 |
24.8364 |
 |
- |
 |
- |
 |
| 1.8 |
5675 |
39.1518 |
5100 |
35.1849 |
4500 |
31.0455 |
3800 |
26.2162 |
3000 |
20.697 |
| 1.825 |
5825 |
40.1866 |
5275 |
36.3922 |
4700 |
32.4253 |
4000 |
27.596 |
3225 |
22.2492 |
| 1.85 |
6000 |
41.394 |
5450 |
37.5995 |
4875 |
33.6326 |
4200 |
28.9758 |
3425 |
23.6290 |
| 1.875 |
6175 |
42.6013 |
5625 |
38.8068 |
5050 |
34.8399 |
4400 |
30.3556 |
3650 |
25.1813 |
 |
 |
1.9 |
 |
6325 |
 |
43.6361 |
 |
5800 |
 |
40.0142 |
 |
5250 |
 |
36.2197 |
 |
4600 |
 |
31.7354 |
 |
3875 |
 |
26.7336 |
 |
| 1.925 |
6500 |
44.8435 |
5975 |
41.2215 |
5425 |
37.4270 |
4800 |
33.1152 |
4100 |
28.2859 |
| 1.95 |
6675 |
46.0508 |
6150 |
42.4288 |
5600 |
38.6344 |
5000 |
34.495 |
4300 |
29.6657 |
| 1.975 |
6825 |
47.0856 |
6325 |
43.6361 |
5800 |
40.0142 |
5200 |
35.8748 |
4525 |
31.2179 |
| 2 |
7000 |
48.293 |
6500 |
44.8435 |
5975 |
41.2215 |
5400 |
37.2546 |
4750 |
32.7702 |
 |
 |
2.025 |
 |
7175 |
 |
49.5003 |
 |
6675 |
 |
46.0508 |
 |
6150 |
 |
42.4288 |
 |
5600 |
 |
38.6344 |
 |
4975 |
 |
34.3225 |
 |
| 2.05 |
7325 |
50.5351 |
6850 |
47.2581 |
6350 |
43.8086 |
5800 |
40.0142 |
5175 |
35.7023 |
| 2.075 |
7500 |
51.7425 |
7025 |
48.4654 |
6525 |
45.0159 |
6000 |
41.394 |
5400 |
37.2546 |
| 2.1 |
7675 |
52.9498 |
7200 |
49.6728 |
6700 |
46.2233 |
6200 |
42.7738 |
5625 |
38.8068 |
| 2.125 |
7825 |
53.9846 |
7375 |
50.8801 |
6900 |
47.6031 |
6400 |
44.1536 |
5850 |
40.3591 |
 |
 |
2.15 |
 |
8000 |
 |
55.192 |
 |
7550 |
 |
52.0874 |
 |
7075 |
 |
48.8104 |
 |
6600 |
 |
45.5334 |
 |
6050 |
 |
41.7389 |
 |
| 2.175 |
8175 |
56.3993 |
7725 |
53.2947 |
7250 |
50.0177 |
6800 |
46.9132 |
6275 |
43.2912 |
| 2.2 |
8325 |
57.4341 |
7900 |
54.5021 |
7450 |
51.3975 |
7000 |
48.293 |
6500 |
44.8435 |
| 2.225 |
8500 |
58.6415 |
8075 |
55.7094 |
7625 |
52.6048 |
7200 |
49.6728 |
6725 |
46.3957 |
| 2.25 |
8675 |
59.8488 |
8250 |
56.9167 |
7800 |
53.8122 |
7400 |
51.0526 |
6925 |
47.7755 |
 |
 |
2.275 |
 |
8825 |
 |
60.8836 |
 |
8425 |
 |
58.1240 |
 |
7975 |
 |
55.0195 |
 |
7600 |
 |
52.4324 |
 |
7150 |
 |
49.3278 |
 |
| 2.3 |
9000 |
62.091 |
8600 |
59.3314 |
8175 |
56.3993 |
7800 |
53.8122 |
7375 |
50.8801 |
| 2.325 |
9175 |
63.2983 |
8775 |
60.5387 |
8350 |
57.6066 |
8000 |
55.192 |
7600 |
52.4324 |
| 2.35 |
9325 |
64.3331 |
8950 |
61.7460 |
8525 |
58.8139 |
8200 |
56.5718 |
7800 |
53.8122 |
| 2.375 |
9500 |
65.5405 |
9125 |
62.9533 |
8725 |
60.1937 |
8400 |
57.9516 |
8025 |
55.3644 |
 |
 |
2.4 |
 |
9675 |
 |
66.7478 |
 |
9300 |
 |
64.1607 |
 |
8900 |
 |
61.4011 |
 |
8600 |
 |
59.3314 |
 |
8250 |
 |
56.9167 |
 |
| 2.425 |
9825 |
67.7826 |
9475 |
65.3680 |
9075 |
62.6084 |
8800 |
60.7112 |
8475 |
58.4690 |
| 2.45 |
10000 |
68.99 |
9650 |
66.5753 |
9275 |
63.9882 |
9000 |
62.091 |
8675 |
59.8488 |
| 2.475 |
- |
- |
9825 |
67.7826 |
9450 |
65.1955 |
9200 |
63.4708 |
8900 |
61.4011 |
| 2.5 |
- |
- |
10000 |
68.99 |
9625 |
66.4028 |
9400 |
64.8506 |
9125 |
62.9533 |
 |
 |
2.525 |
 |
- |
 |
- |
 |
- |
 |
- |
 |
9825 |
 |
67.7826 |
 |
9600 |
 |
66.2304 |
 |
9350 |
 |
64.5056 |
 |
| 2.55 |
- |
- |
- |
- |
10000 |
68.99 |
9800 |
67.6102 |
9550 |
65.8854 |
| 2.575 |
- |
- |
- |
- |
- |
- |
10000 |
68.99 |
9775 |
67.4377 |
| 2.6 |
- |
- |
- |
- |
- |
- |
- |
- |
10000 |
68.99 |
 |
Important Instructions
This Table is used only for the
STANDARD POWER System, operated
in accordance with the manufacture
Instruction Manual.
The table represents the results of
calibrating the system to the velocity of
the probe at the STANDARD POWER position.
STANDARD POWER is used for testing
concrete in existing structures cured
longer than 28 days.
ALWAYS change to LOW POWER if the
Probe System, used at standard power,
indicates less than 3000 psi.
This Table, No. 1, has no fixed
relationship to Table No. 2. Each Table
has been calibrated independent to the
respective probe velocity. A point of
convergence will occur in the range of
3600 psi, and vary slightly, depending on
the design mix.
NOTE: If the speed (velocity) of a
crushing press was changed for braking
standard cylinders, a separate calibration
formula for computing psi would also be
required.
Always confirm the Mohs’ Number of
coarse aggregate with a Mineral Scratch
Test or calibrate the System to standard
cylinders.
For standard weight concrete (>125
lbs./cu ft.), use Silver color PPRS-01 (1/4
inch diameter probe) and read results in
appropriate Mohs’ column from Table
No.1.
For lightweight concrete (<125 lbs./cu ft),
use Gold color PRS-03 (5/16 inch
diameter probe) and read
results in No. 3, column from Table No. 1
or apply the appropriate correction factor
shown in the L.W. Table below.
| Lbs./cu/f |
Correction Factor |
| 130 to 121 |
100% of Mohs’ 3 Column |
| 120 to 115 |
84% of Mohs’ 3 Column |
| 114 or less |
66% of Mohs’ 3 Column |
For mortar (no coarse aggregate concrete),
use appropriate probe for concrete weight
and read results in Mohs’ No. 3 column
from the Table. |