|
|
CONCRETE DESIGN EVALUATION
MIX NUMBER: 1001,
3000 psi in 28days
CYLDR |
CYLDR |
TEST |
CUM |
MOVING |
RANGE |
NO 1 |
NO 2 |
AVG |
AVG |
3 AVG |
4150 |
4640 |
4400 |
4400 |
|
490 |
3570 |
4020 |
3800 |
4100 |
|
450 |
4240 |
4290 |
4260 |
4153 |
4153 |
50 |
4060 |
3710 |
3880 |
4085 |
3980 |
350 |
4340 |
4690 |
4510 |
4170 |
4217 |
350 |
3590 |
4130 |
3860 |
4118 |
4083 |
540 |
4630 |
4310 |
4470 |
4169 |
4280 |
320 |
3970 |
3630 |
3800 |
4123 |
4043 |
340 |
4410 |
4480 |
4450 |
4159 |
4240 |
70 |
4150 |
4110 |
4130 |
4156 |
4127 |
40 |
4440 |
4290 |
4360 |
4175 |
4313 |
150 |
3770 |
4170 |
3970 |
4158 |
4153 |
400 |
4270 |
4540 |
4410 |
4177 |
4247 |
270 |
4130 |
3950 |
4040 |
4167 |
4140 |
180 |
4530 |
4030 |
4280 |
4175 |
4243 |
500 |
4260 |
4030 |
4140 |
4173 |
4153 |
230 |
4540 |
4340 |
4440 |
4188 |
4287 |
200 |
3660 |
4110 |
3890 |
4172 |
4157 |
450 |
4800 |
4390 |
4600 |
4194 |
4310 |
410 |
3760 |
3980 |
3870 |
4178 |
4120 |
220 |
4370 |
4480 |
4430 |
4190 |
4300 |
110 |
4290 |
4110 |
4200 |
4190 |
4167 |
180 |
4450 |
4700 |
4570 |
4207 |
4400 |
250 |
4600 |
4450 |
4520 |
4220 |
4430 |
150 |
4030 |
4080 |
4060 |
4214 |
4383 |
50 |
4600 |
4450 |
4520 |
4225 |
4367 |
150 |
4490 |
4430 |
4460 |
4234 |
4347 |
60 |
4750 |
4600 |
4680 |
4250 |
4553 |
150 |
4600 |
4640 |
4620 |
4263 |
4587 |
40 |
4240 |
4200 |
4220 |
4261 |
4507 |
40 |
|
Specified Design Strength |
3000 psi |
|
Number Of Tests |
30 |
|
Maximum Value |
4675 psi |
|
Minimum Value |
3795 psi |
|
Range |
880 psi |
|
Average Strength |
4261psi |
|
Standard Deviation |
274 |
|
Adjusted Standard Deviation
|
282 |
Required Average Strength To Satisfy
Minimum Probability Conditions Of ACI 318 Section
5.3.2.1. |
3378 psi |
|
Design Excess Beyond Code Requirements |
883 psi |
|
Within Test Coefficient Of Variation |
4.99 |
|
|
|
