8/15/2019 Design Beton (SNI)
1/16
KADAR LUMPUR PASIR
T1 79
T2 0.3
kadar 0.37831
8/15/2019 Design Beton (SNI)
2/16
KADAR AIR AGREGAT HALUS
A.Berat wadah 130.8
B.berat wadah + benda uji 2130.8
C.Berat benda uji (B-A) 2000.0
C.Berat benda uji kering 1879.0A!A" A#" $.0%
KADAR AIR AGREGAT KASAR
A.Berat wadah 1&3
B.berat wadah + benda uji 2$&3
C.Berat benda uji (B-A) 2%00
C.Berat benda uji kering 2&8%
A!A" A#" 0.$
berat kering+wadah ha'u 2009.8
berat kering+wadah kaar 2$28
8/15/2019 Design Beton (SNI)
3/16
8/15/2019 Design Beton (SNI)
4/16
BERAT JENIS AGREGAT HALUS
A brt ikn* 181.7
B brt nth knd ,,! %00
C brt ikn*+air+nth ,,! 987.9
! brt ikn* + air $78.1 bert *nt*h kering &9$.2
aerent ei gra/it 2.$$2
bu'k kering 2.$09
bu'k ,,! 2.$29
ab*rbi 0.7$$
brt wadah 273.$
brt wadah+ ssd kering 7$9.8
BERAT JENIS AGREGAT KASAR
A Brt ,,! %000
B brt nth d' air 29%$
C brt nth krng di udara &%81.7
aerent ei gra/it 2.818
bu'k kering 2.2&2
bu'k ,,! 2.&&$
ab*rbi 9.130
brt keranjang &$1
brt keranjang dlm air &18
brt keranjang dlm air+batu 337&
brt keranjang+batu kering 5042.7
berat wadah
8/15/2019 Design Beton (SNI)
5/16
BERAT VOLUME AGREGAT HALUS
A /*'ue *u'd 10
B brt *u'd &.$%
C brt r knd gebur 19.%7
! brt ii knd gebur 1.&92 brt r knd adat 20.3%
brt ii knd adat 1.%7
rata-rata 1.%31
BERAT VOLUME AGREGAT KASAR
A /*'ue *u'd 10B brt *u'd &.$%
C brt batu knd gebur 20.29
! brt ii knd gebur 1.%$&
brt batu knd adat 21.$7
brt ii knd adat 1.702
rata-rata 1.$33
8/15/2019 Design Beton (SNI)
6/16
ANALISA GRADASI AGREGAT HALUS (PASIR)
NoBerat Berat Wadah Berat Tertahan Ko!"at
Wadah & Beda !'# (ra) ( % ) Tertahan
9.500 542.900 542.900 0.000 0.000 0.0004.800 512.200 512.300 0.100 0.005 0.005
2.380 493.900 503.500 9.600 0.480 0.485
1.180 462.400 759.400 297.000 14.859 15.344
0.590 425.800 974.200 548.400 27.436 42.781
0.297 393.900 830.000 436.100 21.818 64.599
0.149 372.900 600.300 227.400 11.377 75.976
Pan 350.200 830.400 480.200 24.024 100
umlah 1998.800 100.000 199.190
#nd Mod!"!*
8/15/2019 Design Beton (SNI)
7/16
8/15/2019 Design Beton (SNI)
8/16
#$ (%)
Lo"o*
100.00099.995
99.515
84.656
57.219
35.401
24.024
0.000
+,--.
0.000.0000.0000.0000.0000.000
Batas Gradasi Daerah
Persen Butir Lolos (%)
0.000.0000.0000.0000.0000.0000
10
20
30&0
%0
$0
70
80
90
100
Batas Gradasi Daerah
Persen Butir Lolos (%)
&0
%0
$0
70
80
90
100
Batas Gradasi Daerah
Persen Butir Lolos (%)
8/15/2019 Design Beton (SNI)
9/16
0.000.0000.0000.0000.0000.0000
10
20
30
0.000.0000.0000.0000.0000.0000
10
20
30&0
%0
$0
70
80
90
100
Batas Gradasi Daerah
Persen Butir Lolos (%)
8/15/2019 Design Beton (SNI)
10/16
**r batas bawah batas atas hai'
arungan !aerah n" 1 ana'ia
0.000 100 100 100.000
0.000 90 100 99.99%
0.000 69 90 99.%1%0.000 30 70 8&.$%$
0.000 15 34 %7.219
0.000 5 20 3%.&01
0.000 0 10 2&.02&
0.000 0 0 0.000
**r batas bawah batas atas hai'
arungan !aerah n" 2 ana'ia
0.000 100 100 100.000
0.000 90 100 99.99%
0.000 75 100 99.%1%
0.000 55 90 8&.$%$
0.000 35 59 %7.219
0.000 8 30 3%.&010.000 0 10 2&.02&
0.000 0 0 0.000
**r batas bawah batas atas hai'arungan !aerah n" 3 ana'ia
0.000 100 100 100.000
0.000 90 100 99.99%
0.000 85 100 99.%1%
0.000 75 100 8&.$%$
0.000 60 70 %7.219
0.000 12 40 3%.&01
0.0000.0000
0.0000.000
I
II
8/15/2019 Design Beton (SNI)
11/16
0.000 0 10 2&.02&
0.000 0 0 0.000
**r batas bawah batas atas hai'
arungan !aerah n" 4 ana'ia
0.000 100 100 100.000
0.000 95 100 99.99%
0.000 96 100 99.%1%
0.000 90 100 8&.$%$
0.000 80 100 %7.219
0.000 15 50 3%.&010.000 0 15 2&.02&
0.000 0 0 0.000
0.0000.000
0.0000.000
V
8/15/2019 Design Beton (SNI)
12/16
ANALISA GRADASI AGREGAT KASAR ( BATU) Ma/
NoBerat Berat Wadah Berat Tertahan Ko
Wadah & Beda !'# (ra) ( % ) Tertahan
37.5 541.2 541.2 0.000 0.000 0.000
25.4 495.800 495.800 0.000 0.000 0.00019.1 502.900 555.000 52.100 2.084 2.084
9.5 516.500 2073.300 1556.800 62.279 64.364
4.8 512.500 1209.200 696.700 27.871 92.235
Pan 350.200 544.300 194.100 7.765 100
umlah 2499.7 100 258.683
#nd Mod!"!*
19.1009.%00&.8004an
0
10
20
30
&0
%0
$0
70
80
90
100
Persen Butir Lolos (%)
8/15/2019 Design Beton (SNI)
13/16
0 MM
!"at#$ (%)
Lo"o*
100
100.00097.916
35.636 * bata bata
7.765 #aringan bawah atas
0.000 37.500 100 100
19.100 95 100
.,123 9.500 30 60
4.800 0 10
Pan 0 0
37.%00
8/15/2019 Design Beton (SNI)
14/16
hai'
analisa
100
97.91$
3%.$3$
7.7$%
0.000
8/15/2019 Design Beton (SNI)
15/16
* 5raian Tabe'6rak64erhitungan
1 uat Tekan ang !iaratkan ( ) !itetakan
2 !e/iai ,tandar ( , ) !iketahui6!ata
3 i'ai Tabah ( :argin ) 4erhitungan 1;$& < ,
& " 4erhitungan 1;$& < , +
% =eni ,een !itetakan
$ =eni Aggregate - aar !itetakan
- >a'u !itetakan
7 akt*r Air ,een Beba rak 1
8 akt*r Air ,een :akiu
9 ,'u !itetakan
10 5kuran Aggregate :akiu !itetakan
11 adar Air Beba Tabe' 3
12 =u'ah ,een
13 adar ,een :akiu
1& adar ,een :iniu
1% akt*r Air ang !ieuaikan
1$ ,uunan bear butir Aggregate >a'u rak 3-$
18 4eren Aggrgate >a'u rak 10-12
19 Berat =eni re'ati?; Aggregate ( ering 4erukaan )
20 Berat #i bet*n rak 1$
21 Aggregate abungan 20-12-11
22 Aggregate >a'u 18 X 21
23 Aggregate aar 21 - 22
2& Aggregate >a'u k*reki 22+(A-B)22
2% Aggregate aar k*reki 2!+("-D)2!
2$ Air k*reki 1#-((A-B)22)+(("-D)2!)
*te@ adar air Agregat >a'u (A)
4eneraan air agregat ha'u (
adar air agregat kaar gabung
4eneraan air agregat kaar(!
( 18 2.$29 )+ ((1-18)2.&&$))
8/15/2019 Design Beton (SNI)
16/16
i'ai eterangan
2%
3 4B# 71
&.92
29.92
Batu 4eah
A'ai
0.%1 Abi' i'ai Terendah Antara
0.%2 *.7 dan *.8
10
20
170
333
32% Abaikan
170
*.2
3% grak 11
2.%1
232%
1822
$38
118&
$38
118&
170
)
an (C)
)
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