|
|
CONCRETE DESIGN EVALUATION
|
MIX
NUMBER: 1002,
3000 psi in
28days
|
| CYLDR |
CYLDR |
TEST |
CUM |
MOVING |
| NO 1 |
NO 2 |
AVG |
AVG |
3 AVG |
RANGE |
|
4900 |
4580 |
4740 |
4740 |
|
320 |
| 4610 |
4490 |
4550 |
4645 |
|
120 |
| 3880 |
3950 |
3915 |
4402 |
4402 |
70 |
| 4310 |
4150 |
4230 |
4359 |
4232 |
160 |
| 4820 |
4840 |
4830 |
4453 |
4325 |
20 |
| 4290 |
4160 |
4225 |
4415 |
4428 |
130 |
| 4520 |
4460 |
4490 |
4426 |
4515 |
60 |
| 4250 |
4560 |
4405 |
4423 |
4373 |
310 |
| 4600 |
4490 |
4545 |
4437 |
4480 |
110 |
| 5010 |
4860 |
4935 |
4487 |
4628 |
150 |
| 5310 |
5280 |
5295 |
4560 |
4925 |
30 |
| 4820 |
4750 |
4785 |
4579 |
5005 |
70 |
| 4940 |
5010 |
4975 |
4609 |
5018 |
70 |
| 4390 |
4220 |
4305 |
4588 |
4688 |
170 |
| 4110 |
3790 |
3950 |
4545 |
4410 |
320 |
| 4630 |
4640 |
4635 |
4551 |
4293 |
10 |
| 4920 |
5330 |
5125 |
4584 |
4570 |
410 |
| 5220 |
4820 |
5020 |
4609 |
5073 |
400 |
| 4470 |
4390 |
4430 |
4599 |
4858 |
80 |
| 5750 |
5710 |
5730 |
4656 |
5060 |
40 |
| 5520 |
5520 |
5520 |
4697 |
5227 |
0 |
| 4170 |
3910 |
4040 |
4667 |
5097 |
260 |
| 5370 |
5410 |
5390 |
4698 |
4983 |
40 |
| 5170 |
5290 |
5230 |
4721 |
4887 |
120 |
| 5550 |
5440 |
5495 |
4752 |
5372 |
110 |
| 5350 |
5440 |
5395 |
4776 |
5373 |
90 |
| 5160 |
4980 |
5070 |
4787 |
5320 |
180 |
| 5380 |
5230 |
5305 |
4806 |
5257 |
150 |
| 5120 |
5050 |
5085 |
4815 |
5153 |
70 |
| 5510 |
5340 |
5425 |
4836 |
5272 |
170 |
SUMMARY OF STATISTICAL ANALYSIS
|
| SPECIFIED DESIGN STRENGTH |
3000 |
| NUMBER OF TESTS |
30 |
| MAXIMUM VALUE |
5730 |
| MINIMUM VALUE |
3915 |
| RANGE |
1815 |
| AVERAGE STRENGTH |
4836 |
| STANDARD DEVIATION |
508 |
| ADJUSTED STANDARD DEVIATION |
524 |
|
REQUIRED AVERAGE STRENGTH TO |
3720 |
|
SATISFY
MINIMUM PROBABILITY |
|
CONDITIONS OF ACI 318 SECTION
5.3.2.1. |
|
DESIGN EXCESS BEYOND CODE |
1116 |
|
REQUIREMENTS |
| WITHIN TEST COEFFICIENT OF VARIATION |
2.59 |
|
|
|
