Evaluasi Uji Tekan Beton

7/26/2019 Evaluasi Uji Tekan Beton

1/11

hasil uji kuat tekan beton

no tgl buat tgl uji berat kuat tekan A

1 5-Nov-14 3-Dec-14 12.6 32500 176.625

2 5-Nov-14 3-Dec-14 12.66 30300 176.625

3 5-Nov-14 3-Dec-14 12.56 33500 176.6254 5-Nov-14 3-Dec-14 12.6 34000 176.625

5 5-Nov-14 3-Dec-14 12.66 34600 176.625

6 5-Nov-14 3-Dec-14 12.5 34600 176.625

7 5-Nov-14 3-Dec-14 12.7 2!300 176.625

5-Nov-14 3-Dec-14 12.62 2100 176.625

! 5-Nov-14 3-Dec-14 12.56 2!600 176.625

10 5-Nov-14 3-Dec-14 12.6 26!00 176.625

11 5-Nov-14 3-Dec-14 13 40100 176.625

12 5-Nov-14 3-Dec-14 12. 40600 176.625

13 5-Nov-14 3-Dec-14 12.27 37400 176.62514 5-Nov-14 3-Dec-14 12.7 34100 176.625

15 5-Nov-14 3-Dec-14 12. 24!00 176.625

16 5-Nov-14 3-Dec-14 12. 37100 176.625

17 5-Nov-14 3-Dec-14 12.74 34!00 176.625

1 5-Nov-14 3-Dec-14 12.7 36200 176.625

1! 5-Nov-14 3-Dec-14 12.2 35700 176.625

20 5-Nov-14 3-Dec-14 12.62 2!00 176.625

21 5-Nov-14 3-Dec-14 12.74 3000 176.625

22 5-Nov-14 3-Dec-14 12.6 40100 176.625

23 5-Nov-14 3-Dec-14 12.6 42200 176.625

24 5-Nov-14 3-Dec-14 12.74 43400 176.625

25 5-Nov-14 3-Dec-14 12. 42500 176.625

26 5-Nov-14 3-Dec-14 12.74 41600 176.625

27 5-Nov-14 3-Dec-14 12.6 3600 176.625

2 5-Nov-14 3-Dec-14 12.4 30100 176.625

2! 5-Nov-14 3-Dec-14 12.7 3400 176.625

30 5-Nov-14 3-Dec-14 12.7 37600 176.625

"kg# $ "kg# "c%2#


2/11

00

50

100

150

200

250

Mutu Beton (fc') (kg/cm2)


3/11

(uat tekan kuat tekan")*a# kuat tekan ")*a# or'ere'

14.006 1.050 1.050

171.550 16.2! 16.2!

1!.667 1.606 1.6061!2.4! 1.3 1.3

1!5.!5 1!.217 1!.217

1!5.!5 1!.217 1!.217

165. 16.273 16.273

15!.0!4 15.607 15.607

167.57 16.440 16.440

152.300 14.!40 14.!40

227.035 22.271 22.271

22!.66 22.54! 22.54!

211.74 20.772 20.7721!3.064 1.!3! 1.!3!

140.!77 13.2! 13.2!

210.050 20.605 20.605

1!7.5!4 1!.33 1!.33

204.!54 20.105 20.105

202.123 1!.2 1!.2

16.71! 16.551 16.551

215.145 21.105 21.105

227.035 22.271 22.271

23.!24 23.43 23.43

245.71 24.104 24.104

240.623 23.604 23.604

235.527 23.104 23.104

20.351 20.43! 20.43!

170.41 16.717 16.717

217.410 21.327 21.327

212.0 20.3 20.3

$+A "kg+c%2# )$a

%in 13.2!

%a, 24.104

*oints 30

%ean 1!.530

%e'ian 1!.605

stan'ar 'eviasi 2.7444445373

koesien variasi 0.14052746!2

skeness -0.2240!30 negati& berarti con'o


4/11

2 4 6 10 12 14

Evaluasi Mutu Beton

c &c - 35 rata - rata 2 ben'a uji rata - rata 3 ben'a uji

Jumlah Sampel (bh)


5/11

evaluasi %utu beton

no /asil kuat tekan "kg+c%2#

ilin'er ilin'er

1 14.006 210.050 1!7.02 o2 171.550 1!7.5!4 14.572 no

3 1!.667 204.!54 1!7.311 o

4 1!2.4! 202.123 1!7.311 o

5 1!5.!5 16.71! 12.307 no

6 1!5.!5 215.145 205.520 o

7 165. 227.035 1!6.461 o

15!.0!4 23.!24 1!!.00! o

! 167.57 245.71 206.653 o

10 152.300 240.623 1!6.461 o

11 227.035 235.527 231.21 o12 22!.66 20.351 21!.10 o

13 211.74 170.41 1!1.03 o

14 1!3.064 217.410 205.237 o

15 140.!77 212.0 176.!2! no

13.7462 rata2 1!!.05

s1 -24.72

&c

1 -26.044

2 -26.044

3 -15.27

4 -!.625

5 27.176

6 -1!.250

7 -61.146

-7!.30

! -7.132

10 -.323

11 -.4!3

12 21.515

13 41.331

14 -24.345

15 -71.!04

-27.!3

g ke kiri

kuat tekan rata - rata 2 hari'ari 'ua ben'a uji silin'er "&cr#

kontrol rhasil


6/11

16


7/11

1 225

2 225

k 1!2.!70 no ok 3 225ok 1!3.064 no ok 4 225

k 1!2.310 no ok 5 225

k 1!5.046 no ok 6 225

ok 1!4.763 no ok 7 225

k 200.330 no ok 225

k 200.70 no ok ! 225

k 200.70 no ok 10 225

k 211.465 no ok 11 225

k 215.617 no ok 12 225

k 213.24 no ok 13 225k 205.143 no ok 14 225

k 1!1.03 no ok 15 225

k

ok

ta - rata2 uji

rata - rata 3 ben'auji silin'er

kontrol rata - rata 3ben'a uji


8/11


9/11

1!0.000 1!7.02 1!2.!70

1!0.000 14.572 1!3.064

1!0.000 1!7.311 1!2.3101!0.000 1!7.311 1!5.046

1!0.000 12.307 1!4.763

1!0.000 205.520 200.330

1!0.000 1!6.461 200.70

1!0.000 1!!.00! 200.70

1!0.000 206.653 211.465

1!0.000 1!6.461 215.617

1!0.000 231.21 213.24

1!0.000 21!.10 205.143

1!0.000 1!1.03 1!1.031!0.000 205.237

1!0.000 176.!2!


10/11


11/11

evaluasi %utu beton

no /asil kuat tekan "kg+c%2#

ilin'er ilin'er

1

23

4

5

6

7

!

10

11

1213

14

15

Evaluasi Uji Tekan Beton

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