concrete mix design_aji
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MIX DISAIN BETON
(METHOD : DOE, BRITISH - 1975)
Mutu Beton Karakteristik : K - 400
Tanggal Disain : 17 - 03 - 2015
Kode Disain :
1. Kekuatan karakteristik (K), ditentukan 40 N/mm2, pada 28
5 N/mm2
3. Batas (margin), ditentukan 1.64 5 = 8.2
. Kekuatan rata!rata "ang dapat di#apai 40 ! 8.2 = 48.2
$. %enis semen "ang digunakan O"# I (&' t"pe , , , * /+' / -...)
. %enis agregat kasar "ang digunakan B$%& '$* (Batu pe#a / kerikil / -------.
0. %enis agregat alus "ang digunakan "$+ (Batu pe#a alus / pasir / -----
0.47
0.60
10 - 30. mm
11. kuran agregat maksimum, ditentukan 40 mm
175 iter/m3
13. %umla semen, digunakan 372 Kg/m3
1. %umla semen maksimum 372
275
13. Berat enis relati4 agregat (55D #ondition) 2.662396 Kg/m3
1$. %umla agregat alus 6 kasar 1849 Kg/m3
1. 7radasi agregat alus (B5 / 85TM / 5N) SNI 9one 2
30 :
1;. %umla agregat alus 554.60 Kg/m3
1< %umla agregat kasar 1294.06 Kg/m3
&/$* B$*$ $ &%&*$ &%& '/&$%$ 1 /3 B%
S/ A A$% H$&+ A$
(Kg/m3) (tr/m3) (Kg/m3) (Kg/
372 175 555 12
&/ %/3
124 175 218 4
&/$* B$*$ $ &%&*$ &%& '/&$%$ 1 $%* (36 %) B%
S/ ; A+* A A$% H$&+ A$% K$+$
'asir 8u Batu $!1> mm 1>!2> mm
(Kg/at#) (Kg/at#) (tr/at#) (Kg/at#) (Kg/at#) (Kg/at#) (Kg/at#)
13.40 0.00 6.30 19.97 0.00 0.00 46.59
2. De?iasi 5tandar, (tabel : 4-1)
;. @aktor air semen (A/) ratio (grafik : 1)
<. @aktor air semen maksimum (Tabel 4-3)
1>. 5lump "ang diren#anakan (tabel : 4-2 )
12. %umla air eas (tabel : 4-5 )
1$. %umla semen minimum (tabel 4-3)
1. Berat enis eton asa (grafik : 2 )
10. 'ersentase agregat alus (grafik : 3)
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Disain ole K*&+$ A< ".
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ari
N/mm2
N/mm2
.)
--)
8 2.$$ 0 : 8K 2.0 $ :
8 $1.$
8K ;.$
K$+$
m3)
94 !30 !13.21
9 <<0
2>!2$ mm
(Kg/at#)
0.00 !13.22 ;.2
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10>
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Grafik 1 ; Grafik Faktor Air Semen (FAC)
@8 5
N/mm2
>.3 1$ 2 3 $3 > < 0$ ;> ;<
>.32>.3
>.3
>.3;
>. < 1 23 31 30 3 $3.$ $< 0 ;$
>.2
>.
>.
>.;
>.$ $ 1> 1$ 2> 2$ 3> > $ $> > <.$
>.$2
>.$
>.$>.$;
>. 3.$ .$ 1> 1 10.$ 21.$ 3> 32 3; 0.$ $0
>.2
>.
>.
>.;
>.0 3 $ <.$ 1> 13 1 23 2.$ 3> 3;
>.02
>.0
>.0
>.0;
>.; 2.$ $.$ 0.$ <.$ 12.$ 10.$ 2>.$ 2 31 30.$>.;2
>.;
>.;
>.;;
>.< 2 3.$ .$ .$ ; <.0$ 11.0$ 1 1< 2.0$ 31
0.3 0.4 0.5 0.6 0.7 0.8 0.9
0
2
4
!
10
12
14
1
1!
20
22
24
2
2!
30
32
34
3 3!
40
42
44
4
4!
50
52
54
5
5!
0
2
4
!
"0
"2
"4
"
"!
!0
!2
!4
!
!!
#0
#2
=RA;IK ;AKTOR AIR SEMEN ( ;A# )
Free-Water / Cement Ratio ( FAC )
C o m p r e s s i v e S t r e n g t h ( N / m m 2
)
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@8 5, N/mm2
3d 0d 1d 21d 2;d $d <>d
>.3 1$ 2 3 $3 > < 0$ ;> ;<
>. < 1 23 31 30 3 $3.$ $< 0 ;$>.$ $ 1> 1$ 2> 2$ 3> > $ $> > <.$
>. 3.$ .$ 1> 1 10.$ 21.$ 3> 3 3; 0.$ $0
>.0 3 $ 0 1> 13 1 23 2.$ 3> 3;
>.; 2.$ $.$ 0.$ <.$ 12.$ 10.2$ 2>.$ 2 31 30.$
>.< 2 3.$ .$ .$ ; <.0$ 13.0$ 1 1< 2.0$ 31
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by : S, Bahri
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&/ '<$$ D>$+ S%$$, S (/2)
S&%$ &/$* %, /3 B$ +$ B$ D$'$%
Ke#il C 1>>>
5edang 1>>> ! 3>>>
Besar 3>>>
?$$
S&/'
/$+/&/
Dinding, pelat 4ondasi dan 4ondasi telapak ertulang 12.$
@ondasi telapak tidak ertulang, kaison dan konstruksi di aEa tana <.>
'elat, alok, kolom dan dinding 1$.>
'engerasan alan 0.$
'emetonan masal 0.$
&/$* +/ N$ @$
K+ //&/ ' /3 +/ /
% ()
Beton didalam ruang angunan
a. Keadaan keliling non korosi4 20$
. Keadaan keliling korosi4
diseakan ole kondensasi atau
uap!uap korosi4. 32$
Beton di luar ruang angunan
a. Tidak terlindung dari uan dan
terik mataari langsung 32$
. Terlindung dari uan dan
terik mataari langsung 20$
Beton "ang masuk ke dalam tana
a. Mengalami keadaan asa dan kering
erganti!ganti 32$
. Mendapat pengaru sul4at alkali dari
tana atau air tana 30$
Beton "ang kontin"u eruungan dengan air
a. 8ir taEar 20$
. 8ir laut 20$
Tabel 4-1 ; $e%ia&i Stan'ar ntk berbagai %olme eker*aan beton (+,."1 tabel 4/5/1)
$ ≤ s ≤ $$ $$ ≤ s ≤ $ $ ≤ s
3$ ≤ s ≤ $ $ ≤ s ≤ $$ $$ ≤ s
2$ ≤ s ≤ 3$ 3$ ≤ s ≤ $ $ ≤ s
Tabel 4-2 ; ilai-nilai &lm ntk berbagai-bagai eker*aan beton (+,."1-tabel 4/4/1)
Tabel 4-3 ; mla &emen minimm 'an nilai Faktor air &emen mak&imm (+,."1-4/3/4)
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'engan *eni& &emen 'an agregat ka&ar ang bia&a 'ignakan 'i n'one&ia
K&$%$ T$ (N//2)
+ S/ + A$% ?/& B% (*$)
K$+$ 3 7 28 91
5emen 'ortland Batu tak dipe#akan 10 23 33 >
T"pe , atau Batu pe#a 1< 20 30 $
5emen taan sul4at
T"pe dan * Batu tak dipe#akan 2> 2; > ;
Batu pe#a 23 32 $ $
5emen 'ortland Batu tak dipe#akan 21 2; 3;
T"pe Batu pe#a 2$ 33 ;
Batu tak dipe#akan 2$ 31 $3
Batu pe#a 3> > $3 >
tingkat kem'aan enger*aan
?&$ +$ S&/', //
&% $$% + 0-10 10-30 30-60
/$+/&/
1> 8lami 1$> 1;> 2>$
Batu pe#a 1;> 2>$ 23>
2> 8lami 13$ 1> 1;>
Batu pe#a 10> 1<> 21>
> 8lami 11$ 1> 1>
Batu pe#a 1$$ 10$ 1<>
#$%$%$ :
1. Koreksi suu ntuk suu diatas 2> F , setiap kenaikan suu $> F arus ditama air $ liter per!m3 adukan
2. Kondisi permukaan
ntuk permukaan agregat "ang kasar arus ditama air G 1> liter per!m3 adukan eton.
Kadar air eas = 2/3 E 6 1/3 Ek
E = koreksi air untuk agregat alus menggunakan pasir alam
Ek = koreksi air untuk agregat kasar menggunakan atu pe#a
Tabel 4-4 ; +erkiraan kekatan tekan beton (mm2) 'engan faktor air &emen 0/5 'engan
Tabel 4-5 ; +erkiraan ka'ar air beba& (kgm3) ang 'ibtkan ntk beberaa
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%/$
(/)
//&/
$.>
2.$
0.$
$.>
2.$
% $
+/&/
>.>
>.$2
>.>
>.>
>.$$
>.$2
>.$0
>.$2
≤ ;$
≤ 0$
≤ $
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B%&
B$ ?<
5ilinder
Kuus
5ilinder
Kuus
60-180
22$
2$>
1<> 1<>
22$
10$
2>$
eton.
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1$ 10> 2>> 23> 2> 20$ 313 3$2 3<2 33
.001< $.;3;01 .$113 0.1<3$$ ;.3;0><0 ;.;0><; 1>.><00 11.3$; 12.$1 13.<00
X -1 -2 -3 -4 -5 -6 -7 -8 -9 -10
100 231> 23<> 20$ 2$> 2> 202$ 2;1> 2;<$ 2<;> 3>$
1>$ 23>$.323 23;.$1 2;.$; 2$$2.$;1 231.13 201.12< 20<<.<>3 2;;3.$ 2<0.3$$ 3>$1.>32
11> 23>>.$ 230<.>32 22.><0 2$$.11 223.22 20>0.2$; 20;<.;> 2;02.2< 2<$.01 3>30.>$
11$ 22<$.<; 2303.$; 2$$.$ 2$30.02 21.;3< 2<;.3;0 200<.01 2;>.<3$ 2<2.>$ 3>23.><0
120 22<1.2< 23;.>$ 2<.1< 2$3>.323 2>.$2 2;<.$1 20<.13 2;<.$;1 2<2<.1< 3>><.12<
12$ 22;.13 232.$;1 22.02 2$22.<>3 2$<;.>$ 2;>.$ 20$<.$1 2;3;.22 2<1.00 2<<$.11
13> 22;1.<3$ 23$0.><0 23.2< 2$1$.; 2$;<.00 201.00 20<.1< 2;2.;01 2<>.12< 2<;1.1<13$ 2200.2$; 23$1.13 22<.;3< 2$>;.>$ 2$;1.2< 22.<>3 203<.323 2;1$.$1 2;<1.; 2<0.22
140 2202.$;1 23.12< 223.3;0 2$>>.$ 2$02.<>3 2$.>32 202<.22 2;>.11 2;0;.;3< 2<$3.2$;
1$ 220.<>3 23>.$ 21.<3$ 2<3.22 2$.$1 2$.11 201<.12< 20<2.;> 2;.1< 2<3<.2<
1$> 223.22 233$.11 21>.; 2;$.;> 2$$.12< 23.2< 20><.>32 20;1.$2 2;$3.$; 2<2$.323
1$$ 22$;.$; 232<.00 2>.>32 20;.3;0 2$0.02 220.1< 2<;.<3 200>.><0 2;>.<>3 2<11.3$$
160 22$3.;01 232.1< 23<0.$;1 20>.<; 2$3<.3$$ 21;.$; 2;;.;3< 20$;.02 2;2;.2$; 2;<0.3;0
1$ 22<.1< 231;.01 23<1.12< 23.$; 2$3>.<; 2><.00 20;.02 200.3;0 2;1$.13 2;;3.1<
10> 22.$1 2313.22 23;.00 2$.12< 2$22.$;1 2>>.;> 2;.$ 203.>32 2;>2.<; 2;<.$2
10$ 223<.;3< 23>0.02 230;.22 2;.01 2$1.1< 2$<1.<3$ 2$;.$; 202.00 20<>.323 2;$$.;
180 223$.11 23>2.2$; 2301.00 21.2< 2$>$.;> 2$;3.>$ 2;.$2 2013.323 2000.00 2;1.$1
1;$ 223>.; 22<.00 23$.323 233.;01 2<0.1< 2$0.1< 23;.3$$ 20>1.<; 20$.>32 2;20.$;
1<> 222$.;> 22<1.2< 23$;.;01 22.$2 2;<.>32 2$$.323 22;.2$; 2<>.13 20$2.3;0 2;13.$;1
1<$ 2221.12< 22;$.;> 23$2.1< 21<.>32 2;>.$ 2$$.$2 21;.11 20<.2$; 203<.02 20<<.13
200 221.$2 22;>.323 23$.<; 211.13 202.2$; 2$0.$;1 2>;.>$ 20.<>3 2020.><0 20;$.$
2>$ 2211.00 220.;3< 233<.$1 2>.1< 23.;01 2$3;.01 2$<0.<; 2$.$; 201.$2 2001.0021> 22>0.><0 22<.3$$ 2333.>$ 23<.00 2$$.; 2$2<.;3< 2$;0.;01 2$.1< 20>1.;> 20$0.01
21$ 22>2.1< 223.;01 232.13 23;<.3$$ 20.><0 2$2>.<; 2$00.00 233.;3< 2;<.11 203.02
220 21<0.02 22$;.3;0 232>.11 23;1.<3$ 23;.01 2$12.><0 2$0.0; 222.; 20.$1 202<.00
22$ 21<3.>$ 22$2.<>3 2313.01 230.$1 23>.323 2$>3.22 2$$0.$;1 211.12< 23.;01 201$.;>0
23> 21;;.3;0 220.1< 23>0.2$; 230.><0 221.<3$ 2<.3$$ 2$0.; 2$<<.00 2$1.22 20>1.;3<
23$ 21;3.01 221.<3$ 23>>.;> 23$<.00 213.$; 2;$.; 2$30.3;0 2$;;.1< 23;.$;1 2;0.;01
240 210<.>32 223.$2 22<.3$$ 23$2.2$; 2>$.11 20.13 2$20.2< 2$00.> 22$.<3 203.<>3
2$ 210.3$$ 223>.<; 22;0.<>3 23.;3< 23<.00 20.02 2$10.1< 2$$.01 213.2< 2$<.<3
2$> 21<.00 222$.; 22;1.$2 2330.1< 23;;.3;0 2$;.;01 2$>0.><0 2$$.3$$ 2>>.$ 2$.<;
2$$ 21$ 222> 220$ 233> 23;> 2$> 2<0 2$3 2$;; 232
260 21>.323 221.$1 22;.$; 2322.$;1 2301.13 21.12< 2;.<>3 2$31.$ 2$0$.3$$ 21;.>32
Grafik 2 : Estimasi density beton basah berdasarkan Bj relatif agregat dan jumlah air bebas
100 120 140 160 180 200 220 240 260 2
2100
2200
2300
2400
2500
2600
2700
2800
2900
3000
3100
3200
Estimasi Density Beton Basah
Air Bebas (Ltr/M3)
D e n s i t y B e t o n ( K g / M 3 )
2.4
2.7
2.6
2.5
3.3
3.2
3.1
3.0
2.9
2.8
Relatif density of
combined aggregate (on
SSD-condition)
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ANALISA AGREGAT AL!S
( SK. SNI.S.04 - 1989 - F )
LABORATORIUM BETON - QARD - PT. ITP
JENIS SAMPEL " #asir $eton
KODE SAMPEL " #%/&2/I'/CN-R/2&&*
SUMBER SAMPEL " E+, Ga.ngg.ng
DI ANALISA OLEH " Ag.s Ro0hman
TANGGAL ANALISA " &1 Septem$er 2&&*
ANALISA AA3AN
UKURAN AYAKAN NOMOR BERAT TERTAHAN KUMULATIF LOLOS
() AYAKAN (!") (#) (#) (#)
9.$0 %&8' 11.00 9.80 9.80 90.0
4.80 4 %4.00 1%.41 %.1 $.9
.40 8 4.40 1*.% %8.94 $1.0$
1.0 1$ %8.80 18.84 *.8 4.
0.$0 %0 %*1.40 0.14 .9 .08
0.%0 *0 41.80 1%.8$ 91.8 8.
0.1* 100 104.$0 *.99 9. .%
PAN %8.80 . 99.99 0.01
TOTAL 1+44.80
,ONE 1 (/)
FINES MODULUS (F.M) 4,51
PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)
B"/ /"23 (SSD) () *00.00 !"
B"/ 56/63 7 2" (5) 1+18.$0 6 !"
B"/ () 7 (5) () 1+$8.$0 !"
B"/ 56/63 7 2" 7 /"23 () 1+48*.40 7 !"
:63 /"23 ( - ) (;) 19.0 !"
B"/ <"2=! (!) 48.$0 !" B"/ >=2 (SSD) (&;) 2,89
A56"52 ((-!)&! ? 100 #) 9,91 #
PENGUJIAN KADAR LUMPUR
:63 3@" 3 !3 <"+ 3 10.00 3
:63 @2" 7 3@" 3 !3 <"+ 3 90.00 3
K" 3@" (-5)& ? 100 # :&,&& #
PENGUJIAN KADAR ORGANI DENGAN LARUTAN NOH % #
"= 2"= /"C@ 3"/= @5=2=! "
0
20
40
60
80
100
120
>$
1$
3>
>
<>
1>>
2.23
;.22
22.>;
2.22
1.>
0.0<
<>.2>
1>
2>
3
0>
<$1>> 1>>
=-$ #&->(
" $ + + 1 3 ,
C
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MIN GRAASI MA
0.1* 0 2,24 10
0.%0 * ;,22 0
0.$0 1* 22,&; %4
1.0 %0 92,22 0
.40 $0 *:,&* 9*
4.80 90 1*,15 100
9.$0 100 5&,2& 100
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ANALISA AGREGAT AL!S
( SK. SNI.S.04 - 1989 - F )
LABORATORIUM BETON - QARD - PT. ITP
JENIS SAMPEL
KODE SAMPEL
SUMBER SAMPEL
DI ANALISA OLEH
TANGGAL ANALISA
ANALISA AA3AN
UKURAN AYAKAN NOMOR BERAT TERTAHAN KUMULATIF LOLOS
() AYAKAN (!") (#) (#) (#)
9.$0 %&8' 11.00 9.80 9.80 90.0
4.80 4 %4.00 1%.41 %.1 $.9
.40 8 4.40 1*.% %8.94 $1.0$
1.0 1$ %8.80 18.84 *.8 4.
0.$0 %0 %*1.40 0.14 .9 .08
0.%0 *0 41.80 1%.8$ 91.8 8.
0.1* 100 104.$0 *.99 9. .%
PAN %8.80 . 99.99 0.01
TOTAL 1+44.80
,ONE ()
FINES MODULUS (F.M) 4,51
#ENG!<IAN %ERAT <ENIS (SS) AN A%SR%SI (#ENERA#AN)
B"/ /"23 (SSD) () *00.00 !"
B"/ 56/63 7 2" (5) 1+18.$0 6 !"
B"/ () 7 (5) () 1+$8.$0 !"
B"/ 56/63 7 2" 7 /"23 () 1+48*.40 7 !"
:63 /"23 ( - ) (;) 19.0 !"
B"/ <"2=! (!) 48.$0 !" B"/ >=2 (SSD) (&;) 2,89
A56"52 ((-!)&! ? 100 #) 9,91 #
#ENG!<IAN 3AAR L!#!R
:63 3@" 3 !3 <"+ 3 10.00 3
:63 @2" 3 !3 <"+ 3 5 90.00 3
K" 3@" &(75) ? 100 # :&,&& #
#ENG!<IAN 3AAR RGANIC ENGAN LAR!TAN Na 4 =
"= 2"= /"C@ 3"/= @5=2=! " Warna Co>at m.?a
0 15 0 30 0 60 1 20 2 40 4 80 9 60
0
20
40
60
80
100
120
08
35
55
75
90100
2.238.22
22.08
42.22
61.06
76.79
90.20
10
30
59
90100 100 100
K?RA =RADASI
: 7 0 7 + A 2 $ 6 $ 1 ,
C
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MIN GRAASI MA
0.1* 0 2,24 10
0.%0 8 ;,22 %0
0.$0 %* 22,&; *9
1.0 ** 92,22 90
.40 * *:,&* 100
4.80 90 1*,15 100
9.$0 100 5&,2& 100
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ANALISA AGREGAT AL!S
( SK. SNI.S.04 - 1989 - F )
LABORATORIUM BETON - QARD - PT. ITP
JENIS SAMPEL
KODE SAMPEL
SUMBER SAMPEL
DI ANALISA OLEH
TANGGAL ANALISA
UKURAN AYAKAN NOMOR BERAT TERTAHAN KUMULATIF LOLOS
() AYAKAN (!") (#) (#) (#)
9.$0 %&8' - - - 100.00
4.80 4 - - - 100.00
.40 8 *0.40 4.08 4.08 9*.9
1.0 1$ %%$.$0 .%0 %1.%8 $8.$
0.$0 %0 40.00 %8.1 $9.*0 %0.*0
0.%0 *0 $%.0 1.%4 90.84 9.1$
0.1* 100 8$.40 .00 9.84 .1$
PAN $.0
TOTAL 1+%.80
,ONE 1 (/)
FINES MODULUS (F.M) 2,59
PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)
B"/ /"23 (SSD) () *00.$0 !"
B"/ 56/63 7 2" (5) 1+%1.80 6 !"
B"/ () 7 (5) () 1+%.40 !"
B"/ 56/63 7 2" 7 /"23 () 1+*%9.40 7 !"
:63 /"23 ( - ) (;) 19%.00 !"
B"/ <"2=! (!) 49$.80 !" B"/ >=2 (SSD) (&;) 2,85
A56"52 ((-!)&! ? 100 #) &,1* #
PENGUJIAN KADAR LUMPUR
B"/ /"23 () 00.00 !"
B"/ /"23 0.* (5) 198.0 !"
K" 3@" ( - 5)& ? 100 # &,5& #
PENGUJIAN KADAR ORGANI DENGAN LARUTAN NOH % #
"= 2"= /"C@ 3"/= @5=2=! "
KUR:A GRADASI
>
2>
>
>
;>
1>>
12>
DONA - 3
: O : O S A A K A N ( C )
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MIN GRAASI MA
0.1* 0 10
0.%0 1 40
0.$0 1* %4
1.0 $0 9
.40 * 100
4.80 90 100
9.$0 100 100
M)N 7+8D85) M 8H
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ANALISA AGREGAT AL!S
( SK. SNI.S.04 - 1989 - F )
LABORATORIUM BETON - QARD - PT. ITP
JENIS SAMPEL " JE
KODE SAMPEL " K
SUMBER SAMPEL " S
DI ANALISA OLEH " D
TANGGAL ANALISA " T
UKURAN AYAKAN NOMOR BERAT TERTAHAN KUMULATIF LOLOS
() AYAKAN (!") (#) (#) (#)
9.$0 %&8' - 100.00
4.80 4 - 100.00
.40 8 - 100.00
1.0 1$ - 100.00
0.$0 %0 4.$0 0.9% 0.9% 99.0
0.%0 *0 %$4.40 %.% 4.* *.*
0.1* 100 119.00 %.94 98.19 1.81
PAN 9.00 PA
TOTAL TO
,ONE ,
FINES MODULUS (F.M) FI
PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)
B"/ /"23 (SSD) () !" B
B"/ 56/63 7 2" (5) 6 !" B
B"/ () 7 (5) () !" B
B"/ 56/63 7 2" 7 /"23 () 7 !" B
:63 /"23 ( - ) (;) !" :6
B"/ <"2=! (!) !" BB"/ >=2 (SSD) (&;) B
A56"52 ((-!)&! ? 100 #) # A
PENGUJIAN KADAR LUMPUR
B"/ /"23 () !" B
B"/ /"23 0.* (5) !" B
K" 3@" ( - 5)& ? 100 # # K
PENGUJIAN KADAR ORGANI DENGAN LARUTAN NOH % #
"= 2"= /"C@ 3"/= @5=2=! "
KUR:A GRADASI
2>
>
>
;>
1>>
12> 4
: 7 0 7 + $ 2 $ 6 $ 1
, C
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MIN GRAASI MA
0.1* 0 :,;: 1*
0.%0 1* 28,18 *0
0.$0 80 55,&1 100
1.0 90 :&&,&& 100
.40 9* :&&,&& 100
4.80 9* :&&,&& 100
9.$0 100 :&&,&& 100
MN 7+8D85 M8H
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ANALISA AGREGAT AL!S
( SK. SNI.S.04 - 1989 - F )
LABORATORIUM BETON - QARD - PT. ITP
IS SAMPEL "
DE SAMPEL "
MBER SAMPEL "
ANALISA OLEH "
GGAL ANALISA "
UKURAN AYAKAN NOMOR BERAT TERTAHAN KUMULATIF LOLOS
() AYAKAN (!") (#) (#) (#)
9.$0 %&8'
4.80 4
.40 8
1.0 1$
0.$0 %0
0.%0 *0
0.1* 100
AL
E
S MODULUS (F.M)
PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)
/ /"23 (SSD) () !"
/ 56/63 7 2" (5) 6 !"
/ () 7 (5) () !"
/ 56/63 7 2" 7 /"23 () 7 !"
/"23 ( - ) (;) !"
/ <"2=! (!) !" / >=2 (SSD) (&;)
6"52 ((-!)&! ? 100 #) #
PENGUJIAN KADAR LUMPUR
/ /"23 () !"
/ /"23 0.* (5) !"
" 3@" ( - 5)& ? 100 # #
PENGUJIAN KADAR ORGANI DENGAN LARUTAN NOH % #
= 2"= /"C@ 3"/= @5=2=! "
KUR:A GRADASI
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ATA ANALISA AGREGAT 3ASAR
( SK. SNI. S. 04 - 1989 - F )
LABORATORIUM BETON - QARD - PT. ITP
JENIS SAMPEL
KODE SAMPEL
SUMBER SAMPEL
DI ANALISA OLEH
TANGGAL ANALISA
ANALISA AYAKAN
UKURAN AYAKAN NOMOR BERAT TERTAHAN KUMULATIF LOLOS
() AYAKAN (!") (#) (#) (#)
$.00 % ' - - - -
%8.00 1.* ' - - - -
19.00 %&4 '
9.$0 %&8 '
4.80 =6.4 - - -
PAN TOTAL -
FINES MODULUS (F.M)
PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)
B"/ /"23 (SSD) () !"
B"/ 56/63 7 2" (5) 6 !"
B"/ () 7 (5) () 0.00 !"
B"/ 56/63 7 2" 7 /"23 () 7 !"
:63 /"23 ( - ) (;) 0.00 !"
B"/ <"2=! (!) !"
B"/ >=2 (SSD) (&;) DI:&0
A56"52 (-!&! ? 100 #) DI:&0 #PENGUJIAN KEKERASAN DENGAN ALAT ' LOS ANGELES '
B"/ /"23 () !"
B"/ /"23 1. (5) !"
K<"= (5& ? 100 #) () DI:&0 #
K= (100 - ) DI:&0 #
KUR:A GRADASI
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MIN GRAASI MA
4.80 0 21,8 %*
9.$0 $ 88 4 19.00 %* 94,8 *
%8.00 4 88 $%
$.00 100 :&& 100
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ATA ANALISA AGREGAT 3ASAR
( SK. SNI. S. 04 - 1989 - F )
LABORATORIUM BETON - QARD - PT. ITP
JENIS SAMPEL
KODE SAMPEL
SUMBER SAMPEL
DI ANALISA OLEH
TANGGAL ANALISA
ANALISA AYAKAN
UKURAN AYAKAN NOMOR BERAT TERTAHAN KUMULATIF LOLOS
() AYAKAN (!") (#) (#) (#)
$.00 % ' - - -
%8.00 1.* ' - - -
19.00 %&4 '
9.$0 %&8 '
4.80 =6.4 - -
PAN TOTAL -
FINES MODULUS (F.M)
PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)
B"/ /"23 (SSD) () !"
B"/ 56/63 7 2" (5) 6 !"
B"/ () 7 (5) () 0.00 !"
B"/ 56/63 7 2" 7 /"23 () 7 !"
:63 /"23 ( - ) (;) 0.00 !"
B"/ <"2=! (!) !"
B"/ >=2 (SSD) (&;) DI:&0
A56"52 (-!&! ? 100 #) DI:&0 #PENGUJIAN KEKERASAN DENGAN ALAT ' LOS ANGELES '
B"/ /"23 () !"
B"/ /"23 1. (5) !"
K<"= (5& ? 100 #) () DI:&0 #
K= (100 - ) DI:&0 #
KUR:A GRADASI
; < 1< 3; 0
0
20
0
!0
"0
#00
#20
>
1>
3$
<$
1>>
$
>
0>
1>> 1>>
?K?RAN A=RE=AT 38.00 - 4.80 MM
: O
: O S A A K A N ( C )
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MIN GRAASI MA
4.80 0 *
9.$0 10 40
19.00 %* 0
%8.00 9* 100
$.00 100 100
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ANALISA AGREGAT 3ASAR
( B"2/2 S/=" 88-19%)
LABORATORIUM BETON - QARD - PT. ITP
JENIS SAMPEL " %at. #e0ah :& - 2& mm
KODE SAMPEL " %#/&2/I'/CN-R/2&&*
SUMBER SAMPEL " E+, <onggo
DI ANALISA OLEH " Ag.s Ro0man
TANGGAL ANALISA " &1 Septem$er2&&*
ANALISA AYAKAN
UKURAN AYAKAN NOMOR BERAT TERTAHAN KUMULATIF LOLOS
() AYAKAN (!") (#) (#) (#)
%8.00 1.* ' - - - 100.00
19.00 %&4 ' 14.00 $.*4 $.*4 9%.4$
9.$0 %&8 ' 1+81.80 8%.* 90.0$ 9.94
4.80 =6.4 08.0 9.*9 99.$* 0.%*
PAN .40 0.%4 99.99 0.01 TOTAL +10.40
FINES MODULUS (F.M) *,5*
PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)
B"/ /"23 (SSD) () *00.00 !"
B"/ 56/63 7 2" (5) 11*.00 6 !"
B"/ () 7 (5) () 1$*.00 !"
B"/ 56/63 7 2" 7 /"23 () 1490.0 7 !"
:63 /"23 ( - ) (;) 184.80 !"
B"/ <"2=! (!) 49%.40 !"
B"/ >=2 (SSD) (&;) 2,1:
A56"52 (-!&! ? 100 #) :,49 #PENGUJIAN KEKERASAN DENGAN ALAT ' LOS ANGELES '
B"/ /"23 () *000.00 !"
B"/ /"23 1. (5) 4%0.80 !"
K<"= (5& ? 100 #) () 8$.1$ #
K= (100 - ) :4,;9 #
4.80 9.60 19.00 38.00
0
20
40
60
80
100
120
> >
;$
1>>
>.3$
<.<
<3.1>>
$
2>
1>> 1>>
=$ #&>
MIN =RADASI
S> +, //
" $ + + 1 3 ,
C
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MIN GRAASI MA
4.80 0 &,48 *
9.$0 0 5,59 0
19.00 8* 54,9* 100
%8.00 100 :&& 100
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ANALISA AGREGAT 3ASAR
( SK. SNI. S. 04 - 1989 - F )
LABORATORIUM BETON - QARD - PT. ITP
JENIS SAMPEL A!"!/ K" * - 10
KODE SAMPEL BP&01&ON-RD&004
SUMBER SAMPEL R@2= -T=!"=!
DI ANALISA OLEH B=2=
TANGGAL ANALISA %0 J="2 004
ANALISA AYAKAN
UKURAN AYAKAN NOMOR BERAT TERTAHAN KUMULATIF LOLOS
() AYAKAN (!") (#) (#) (#)
19.00 %&4 ' - - -
9.$0 %&8 ' 1*.$0 1.4 1.4 8.$
4.80 =6.4 9%.40 4.1 8$.%$ 1%.$4
PAN 1$9.8 1%.$ 99.98 0.0 TOTAL 1+4*.80
FINES MODULUS (F.M) *.99
PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)
B"/ /"23 (SSD) () *0.0 !"
B"/ 56/63 7 2" (5) 118.00 6 !"
B"/ () 7 (5) () 19$8.0 !"
B"/ 56/63 7 2" 7 /"23 () 1$$*.00 7 !"
:63 /"23 ( - ) (;) %0%.0 !"
B"/ <"2=! (!) %.40 !"
B"/ >=2 (SSD) (&;) .4
A56"52 (-!&! ? 100 #) .4% #PENGUJIAN KEKERASAN DENGAN ALAT ' LOS ANGELES '
B"/ /"23 () *000.00 !"
B"/ /"23 1. (5) 4*0$.40 !"
K<"= (5& ? 100 #) () 90.1% #
K= (100 - ) 9.8 #
KUR:A GRADASI
; < 1<
0
20
0
!0
"0
#00
#20
>
$>
1>>
13.
;0.0
1>>
1>
;$
1>>
?K?RAN A=RE=AT 9.60 - 4.80 MM
?K?RAN AA:AN (MM)
: O : O
S A A K A N ( M M )
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MIN GRAASI MA
4.80 0 :4,*9 10
9.$0 *0 ;1,1* 8*
19.00 100 :&& 100
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T$ =$$+ '$+ /&&% SK. SNI. S. 04 - 1989 - ;
kuran 8"akan 'ersentasi dari erat aan temus a"akan
mm no. 9one 1 9one 2 9one 3 9one
<. 3/;I 1>> 1>> 1>> 1>>
.; <> ! 1>> <> ! 1>> <> ! 1>> <$ ! 1>>
2. ; > ! <$ 0$ ! 1>> ;$ ! 1>> <$ ! 1>>
1.2 1 3> ! 0> $$ ! <> 0$ ! 1>> <> ! 1>>
>. 3> 1$ ! 3 3$ ! $< > ! 0< ;> ! 1>>
>.3 $> $ ! 2> ; ! 3> 12 ! > $ ! $>
>.1$ 1>> > ! 1> > ! 1> > ! 1> > ! 1$
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=RADASI A=RE=AT HA?S( BRITISH STANDARD BS. 882 : 1973 )
$ 1
?&$ A$$ C + C +
( // ) M/&/ M$+/&/
>.1$ > 1>
>.3> $ 2>
>.> 1$ 3
1.1; 3> 0>
2.3 > <$
.0$ <> 1>>
<.$> 1>> 1>>
$ 2
?&$ A$$ C + C +
( // ) M/&/ M$+/&/
>.1$ > 1>
>.3> ; 3>
>.> 3$ >
1.1; $$ <>
2.3 0$ 1>>
.0$ <> 1>>
<.$> 1>> 1>>
$ 3
?&$ A$$ C + C +
( // ) M/&/ M$+/&/
>.1$ > 1>
>.3> 12 >
>.> > ;>
1.1; 0$ 1>>
2.3 ;$ 1>>
.0$ <> 1>>
<.$> 1>> 1>>
$ 4
?&$ A$$ C + C +
( // ) M/&/ M$+/&/
>.1$ > 2>
>.3> $ >
>.> ;> 1>>
1.1; <> 1>>
2.3 <$ 1>>
.0$ <$ 1>>
<.$> 1>> 1>>
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=RADASI A=RE=AT KASAR( ROAD NOTE N. 4 )
?&$ /$+/&/ $$% 10 //
?&$ A$$ C + C + C + C +
( // ) 1 2 3 4
>.1$ > 1 3
>.3> 1 2>
>.> 12 12 2; 3
1.1; 1 1 30
2.3 2> 2> >
.0$ 3> 3> > 0$
<.$> 1>> 1>> 1>> 1>>
?&$ /$+/&/ $$% 20 //
?&$ A$$ C + C + C + C +
( // ) 1 2 3 4
>.1$ > > 1 $
>.3> 2 3 $ 12
>.> ; 1 21 20
1.1; 1 21 2; 3
2.3 23 2; 3$ 2
.0$ 3> 3$ 2 ;
<.$> $ $$ $ 0$
1<.1> 1>> 1>> 1>> 1>>
?&$ /$+/&/ $$% 30 //
?&$ A$$ C + C + C + C +
( // ) 1 2 3 4
>.1$ > > 2 $
>.3> 3 0 11 1$
>.> 0 12 10 23
1.1; 12 10 2 3>
2.3 1; 2$ 31 3;
.0$ 2 32 > 0
<.$> 3 $2 >
1<.1> $> $< 0 0$
30.$> 1>> 1>> 1>> 1>>
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=RADASI A=RE=AT KASAR( ASTM #. 33 - 78 )
?&$ A$$ C + C +
( // ) M/&/ M$+/&/
2.3 > $
.0$ > 1>
<.$> 1 3
12.$> 2$ >
1<.1> $3 0
2$.>> <$ 1>>
3;.0$ 1>> 1>>
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