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                  Mix 1001

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Mix 1001
Mix 1002
Mix 1006

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
 
 
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