ERLENMEYER CALIBRATION

36
Lampiran 1 : Data Penelitian Erlenmeyer Calibration.
ERLENMEYER CALIBRATION
Erlenmeyer Data
Erlenmeyer No. : 5
Wt. of bottle ; Wb : 187,3 gr
Determination
Wt. Bottle+water
Temperature
Determination
Wt. Bottle+water
Temperature
Form No.
Test No.
Date
Tested by
: I.3 / 2-3
:1
: 25 April 2005
: Ganda Remarto Sinaga
; W2 (gr)
; T (ºC)
1
702,3
60
2
703,5
55
3
704,6
50
4
705,7
45
5
706,5
40
7
708,6
30
8
9
10
; W2 (gr)
; T (ºC)
6
707,7
35
710
709
708
W2 ( g r )
707
706
705
704
703
702
701
20
25
30
35
40
45
50
55
60
65
Temperature (ºC)
Universitas Kristen Maranatha
37
Lampiran 2 : Data Penelitian Specific Gravity Test Pasir Murni.
SPECIFIC GRAVITY TEST
Soil sample
Location
Boring No.
Sample No.
: Pasir coklat kekuning-kuningan
:
: Padalarang
:
:1
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
Form No. : I.3 / 3-3
Test No. : 1
Date
: 25 April 2005
Tested by : Ganda Remarto Sinaga
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
1
755,2
60
702,3
0,9832
2,66
2
756,3
55
703,5
0,9857
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
6
760,4
35
707,7
0,9941
2,67
7
761,1
30
708,6
0,9957
2,66
Wt. of dish + dry soil
Wt. of dish
Wt. of dry soil
(grf)
(grf)
; Ws (grf)
Gs =
Ws * G T
W2 - W1 + WS
2,66
3
757,4
50
704,6
0,9881
2,67
4
758,4
45
705,7
0,9902
2,66
5
759,4
40
706,7
0,9922
2,67
8
9
10
282,5
198,6
83,9
AVERAGE VALUE Gs = 2,66
Universitas Kristen Maranatha
38
Lampiran 3 : Data Penelitian Specific Gravity Test Abu Batu Murni.
SPECIFIC GRAVITY TEST
Soil sample
Location
Boring No.
Sample No.
: Abu batu
:
: Padalarang
:
:2
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
Form No. : I.3 / 3-3
Test No. : 1
Date
: 25 April 2005
Tested by : Ganda Remarto Sinaga
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
1
756,9
60
702,3
0,9832
2,68
2
758,1
55
703,5
0,9857
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
6
761,9
35
707,7
0,9941
2,68
7
762,8
30
708,6
0,9957
2,68
Wt. of dish + dry soil
Wt. of dish
Wt. of dry soil
(grf)
(grf)
; Ws (grf)
Gs =
Ws * G T
W2 - W1 + WS
2,69
3
759,0
50
704,6
0,9881
2,68
4
760,2
45
705,7
0,9902
2,69
5
760,9
40
706,7
0,9922
2,67
8
9
10
283,7
197,5
86,2
AVERAGE VALUE Gs = 2,68
Universitas Kristen Maranatha
39
Lampiran 4 : Data Penelitian Specific Gravity Test Pasir + 5% Abu Batu.
SPECIFIC GRAVITY TEST
Soil sample
Location
Boring No.
Sample No.
: Pasir + 5% Abu batu
:
: Padalarang
:
:3
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
Form No. : I.3 / 3-3
Test No. : 1
Date
: 28 April 2005
Tested by : Ganda Remarto Sinaga
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
1
755,4
60
702,3
0,9832
2,67
2
756,6
55
703,5
0,9857
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
6
760,5
35
707,7
0,9941
2,67
7
761,3
30
708,6
0,9957
2,67
Wt. of dish + dry soil
Wt. of dish
Wt. of dry soil
(grf)
(grf)
; Ws (grf)
Gs =
Ws * G T
W2 - W1 + WS
2,67
3
757,7
50
704,6
0,9881
2,68
4
758,6
45
705,7
0,9902
2,67
5
759,5
40
706,7
0,9922
2,67
8
9
10
282,2
198,1
84,1
AVERAGE VALUE Gs = 2,67
Universitas Kristen Maranatha
40
Lampiran 5 : Data Penelitian Specific Gravity Test Pasir + 15% Abu Batu.
SPECIFIC GRAVITY TEST
Soil sample
Location
Boring No.
Sample No.
: Pasir + 15% Abu batu
:
: Padalarang
:
:4
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
Form No. : I.3 / 3-3
Test No. : 1
Date
: 28 April 2005
Tested by : Ganda Remarto Sinaga
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
1
755,9
60
702,3
0,9832
2,68
2
756,9
55
703,5
0,9857
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
6
761,0
35
707,7
0,9941
2,68
7
761,7
30
708,6
0,9957
2,67
Wt. of dish + dry soil
Wt. of dish
Wt. of dry soil
(grf)
(grf)
; Ws (grf)
Gs =
Ws * G T
W2 - W1 + WS
2,67
3
758,0
50
704,6
0,9881
2,67
4
759,0
45
705,7
0,9902
2,67
5
759,9
40
706,7
0,9922
2,67
8
9
10
283,3
198, 6
84,7
AVERAGE VALUE Gs = 2,67
Universitas Kristen Maranatha
41
Lampiran 6 : Data Penelitian Specific Gravity Test Pasir + 25% Abu Batu.
SPECIFIC GRAVITY TEST
Soil sample
Location
Boring No.
Sample No.
: Pasir + 25% Abu batu
:
: Padalarang
:
:5
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
Form No. : I.3 / 3-3
Test No. : 1
Date
: 28 April 2005
Tested by : Ganda Remarto Sinaga
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
1
756,2
60
702,3
0,9832
2,68
2
757,3
55
703,5
0,9857
Determination
Wt. bottle + water + soil
Temperature
Wt. bottle + water
Spec. gravity of water at T
Spec. gravity of soil
; W1 (grf)
;T
(ºC)
; W2 (grf)
; GT
; Gs
6
761,2
35
707,7
0,9941
2,68
7
762,1
30
708,6
0,9957
2,68
Wt. of dish + dry soil
Wt. of dish
Wt. of dry soil
(grf)
(grf)
; Ws (grf)
Gs =
Ws * G T
W2 - W1 + WS
2,68
3
758,3
50
704,6
0,9881
2,68
4
759,4
45
705,7
0,9902
2,68
5
760,3
40
706,7
0,9922
2,68
8
9
10
283,0
197,9
85,1
AVERAGE VALUE Gs = 2,68
Universitas Kristen Maranatha
42
Lampiran 7 : Data Penelitian Analisis Tapis (Sieve Analysis) Tanah Pasir
SIEVE ANALYSIS
Soil sample
Location
Boring No.
Sample No.
:Pasir coklat kekuning-kuningan
:
:Padalarang
:
:1
Gs = 2,66
Form No. : I.3 / 1-2
Test No. : 2
Date
: 2 Mei 2005
Tested by : Ganda Remarto Sinaga
SOIL SAMPLE WEIGHT : Container No.
Wt. Container+dry soil (grf)
Wt. Container
(grf)
Wt. of dry soil used
(grf)
Sieve
No.
4
10
20
40
100
200
Pan
Sieve
Opening
(mm)
Weight
sieve
(grf)
4,75
2,00
0,85
0,425
0,15
0,075
512,6
437,8
388,1
284,9
280,5
267,6
357,4
WT.
sieve +
soil
(grf)
563,0
558,1
589,1
379,0
374,6
295,0
370,1
Σ=
:
:
:
:
Pan
697,1
97,1
600,0
Wt. soil
retaned
(grf)
Percent
retained
(%)
Cumul.
Percent
(%)
Percent
finer
(%)
50,4
120,3
201,0
94,1
94,1
27,4
12,7
8,4
20,05
33,5
15,68
15,68
4,57
2,12
8,4
28,45
61,95
77,63
93,31
97,88
100,00
91,6
71,55
38,05
22,37
6,69
2,12
0
600
Universitas Kristen Maranatha
Percent finer (%)
0
10
20
30
40
50
60
70
80
90
100
10
D60 = 1,6
1
D10 = 0,22
Sieve Opening (mm)
D30 = 0,64
Grafik Sieve Analysis
0,1
= (0,64)2 / (0,22 * 1,6)
= 1,16
Cc = (D30)2 / (D 10 * D 60)
Cu = D 60 / D 10
= 1,6 / 0,22
= 7,27
0,01
43
Universitas Kristen Maranatha
44
Lampiran 8 : Data Penelitian Analisis Tapis (Sieve Analysis) Abu Batu.
SIEVE ANALYSIS
Soil sample
Location
Boring No.
Sample No.
:Abu Batu
:
:Padalarang
:
:1
Form No. : I.3 / 1-2
Test No. : 2
Date
: 21 Januari 2006
Tested by : Ganda Remarto Sinaga
Gs = 2,68
SOIL SAMPLE WEIGHT : Container No.
Wt. Container+dry soil (grf)
Wt. Container
(grf)
Wt. of dry soil used
(grf)
Sieve
No.
4
10
20
40
100
200
Pan
Sieve
Opening
(mm)
Weight
sieve
(grf)
4,75
2,00
0,85
0,425
0,15
0,075
511,6
437,1
387,3
284,4
280,3
267,3
356,7
WT.
sieve +
soil
(grf)
654,0
820,0
432,5
288,0
284,0
275,6
370,6
Σ=
:
:
:
:
Pan
696,9
96,9
600,0
Wt. soil
retaned
(grf)
Percent
retained
(%)
Cumul.
Percent
(%)
Percent
finer
(%)
142,4
382,9
45,2
3,6
3,7
8,3
13,9
23,73
63,82
7,53
0,60
0,62
1,38
2,32
23,73
87,55
95,08
95,68
96,30
97,68
100
76,27
12,45
4,92
4,32
3,70
2,32
0
600
Universitas Kristen Maranatha
Percent Finer ( %)
0
10
20
30
40
50
60
70
80
90
10
1
= (3,2)2 / (1,8 * 4,3)
= 1,32
2
Cc = (D 30) / (D 10 * D 60)
Cu = D 60 / D 10
= 4,3 / 1,8
= 2,38
0,1
Sieve Opening ( mm )
Grafik Sieve Analysis
0,01
45
Universitas Kristen Maranatha
D10 = 1,8
D30 = 3,2
D60 = 4,3
46
Lampiran 9 : Data Penelitian Kompaksi (Compaction Test) Pasir Murni.
COMPACTION TEST
Soil sample
: Pasir coklat kekuning-kuningan
Location
Depth
Sample No.
: Padalarang
:
:1
Gs
2,66
1
Sample No.
Form No. : I.3 / 1-1
Test No. : 3
Date
: 22 Agustus 2005
Tested by : Ganda Remarto Sinaga
Type of test : Standard Proctor
2
3
4
5
6
Density Destination
Assumed water content
Wt. Mold+Compacted soil
Weight of Mold
Volume of Mold
Wt. Of Compacted soil
Wet density
Dry density
Void ratio
POROSITY
; γ wet
; γ dry
;e
;n
(%)
(gr)
(gr)
(cm³)
(gr)
(gr/cc)
(gr/cc)
14
5276,00
4070,70
932,02
1205,30
1,293
1,134
1,35
0,57
17
5345,00
4070,70
932,02
1274,30
1,367
1,167
1,28
0,56
20
5415,70
4070,70
932,02
1345,00
1,443
1,202
1,21
0,55
23
5461,80
4070,70
932,02
1391,10
1,493
1,217
1,19
0,54
26
5445,00
4070,70
932,02
1374,30
1,475
1,173
1,27
0,56
29
5435,00
4070,70
932,02
1364,30
1,464
1,128
1,36
0,58
1,94
1,83
1,73
1,66
1,58
1,48
C
303,40
263,40
40,00
64,00
199,40
20,06
D
289,90
248,20
41,70
64,00
184,20
22,64
E
323,50
270,70
52,80
65,00
205,70
25,67
F
324,50
265,00
59,50
65,00
200,00
29,75
Zero Air Void
Water Content Determination
Container no.
Wt. cont.+wet soil
Wt. cont.+dry soil
Wt. of water
Wt. of container
Wt. of drysoil
WATER CONTENT
Spesific Gravity
Optimum Water Content
(gr)
(gr)
(gr)
(gr)
(gr)
(%)
(%)
A
326,20
294,00
32,20
64,50
229,50
14,03
2,66
22,25
B
336,00
296,50
39,50
66,30
230,20
17,16
Maksimum Dry Density
95 % Maksimum Dry Density
(gr/ cm³)
(gr/ cm³)
1,22
1,16
Universitas Kristen Maranatha
) gr/cm3
dry
DRY DENSITY ( γ
1,00
1,10
1,20
1,30
1,40
1,50
1,60
1,70
1,80
1,90
2,00
0
2
4
6
8
10
12
16
18
20
22
WATER CONTENT (%)
14
Dry Density m aks = 1,22
GRAFIK KOMPAKSI PASIR
24
26
28
O W C = 22,25
ZAV
30
32
34
47
Universitas Kristen Maranatha
48
Lampiran 10 : Data Penelitian Kompaksi (Compaction Test) Abu Batu Murni.
COMPACTION TEST
Soil sample
: Abu batu
Location
Depth
Sample No.
: Padalarang
:
:2
Gs
2,68
1
Sample No.
Form No. : I.3 / 1-1
Test No. : 3
Date
: 2 September 2005
Tested by : Ganda Remarto Sinaga
Type of test : Standard Proctor
2
3
4
5
6
Density Destination
Assumed water content
Wt. Mold+Compacted soil
Weight of Mold
Volume of Mold
Wt. Of Compacted soil
Wet density
Dry density
Void ratio
POROSITY
; γ wet
; γ dry
;e
;n
(%)
(gr)
(gr)
(cm³)
(gr)
(gr/cc)
(gr/cc)
10
5781,90
4070,70
932,02
1711,20
1,836
1,669
0,61
0,38
13
5857,20
4070,70
932,02
1786,50
1,917
1,692
0,58
0,37
16
5935,90
4070,70
932,02
1865,20
2,001
1,720
0,56
0,36
19
5928,00
4070,70
932,02
1857,30
1,993
1,674
0,60
0,38
22
5945,20
4070,70
932,02
1874,50
2,011
1,657
0,62
0,38
2,11
1,98
1,86
1,77
1,70
C
217,10
195,40
21,70
62,50
132,90
16,33
D
216,40
191,60
24,80
61,40
130,20
19,05
E
261,40
227,00
34,40
66,20
160,80
21,39
Zero Air Void
Water Content Determination
Container no.
Wt. cont.+wet soil
Wt. cont.+dry soil
Wt. of water
Wt. of container
Wt. of drysoil
WATER CONTENT
Spesific Gravity
Optimum Water Content
(gr)
(gr)
(gr)
(gr)
(gr)
(%)
(%)
A
211,90
198,50
13,40
64,60
133,90
10,01
2,68
16,30
B
214,50
197,00
17,50
65,30
131,70
13,29
Maksimum Dry Density
95 % Maksimum Dry Density
(gr/ cm³)
(gr/ cm³)
F
1,72
1,63
Universitas Kristen Maranatha
) gr/cm3
dry
DRY DENSITY (γ
1,40
1,50
1,60
1,70
1,80
1,90
2,00
2,10
2,20
0
2
4
6
8
10
12
16
18
20
22
O W C = 16,30
WATER CONTENT (%)
14
Dry Density Maks = 1,72
ZAV
GRAFIK KOMPAKSI ABU BATU
24
26
28
30
32
34
49
Universitas Kristen Maranatha
50
Lampiran 11 : Data Penelitian Kompaksi (Compaction Test) Pasir + 5% Abu Batu.
COMPACTION TEST
Soil sample
: Pasir + 5% Abu batu
Location
Depth
Sample No.
: Padalarang
:
:3
Gs
2,67
1
Sample No.
Form No. : I.3 / 1-1
Test No. : 3
Date
: 26 September 2005
Tested by : Ganda Remarto Sinaga
Type of test : Standard Proctor
2
3
4
5
6
Density Destination
Assumed water content
Wt. Mold+Compacted soil
Weight of Mold
Volume of Mold
Wt. Of Compacted soil
Wet density
Dry density
Void ratio
POROSITY
; γ wet
; γ dry
;e
;n
(%)
(gr)
(gr)
(cm³)
(gr)
(gr/cc)
(gr/cc)
10
5481,70
4070,70
932,02
1411,00
1,514
1,374
0,94
0,49
13
5557,20
4070,70
932,02
1486,50
1,595
1,408
0,90
0,47
16
5650,50
4070,70
932,02
1579,80
1,695
1,456
0,83
0,45
20
5643,00
4070,70
932,02
1572,30
1,687
1,401
0,91
0,48
24
5663,40
4070,70
932,02
1592,70
1,709
1,376
0,94
0,48
2,10
1,97
1,86
1,73
1,62
C
221,10
199,00
22,10
64,60
134,40
16,44
D
204,00
179,90
24,10
61,70
118,20
20,39
E
267,40
228,20
39,20
66,20
162,00
24,20
Zero Air Void
Water Content Determination
Container no.
Wt. cont.+wet soil
Wt. cont.+dry soil
Wt. of water
Wt. of container
Wt. of drysoil
WATER CONTENT
Spesific Gravity
Optimum Water Content
(gr)
(gr)
(gr)
(gr)
(gr)
(%)
(%)
A
211,90
198,50
13,40
66,40
132,10
10,14
2,67
16,50
B
221,10
202,90
18,20
66,20
136,70
13,31
Maksimum Dry Density
95 % Maksimum Dry Density
(gr/ cm³)
(gr/ cm³)
F
1,46
1,38
Universitas Kristen Maranatha
) gr/cm3
dry
DRY DENSITY (γ
1,00
1,10
1,20
1,30
1,40
1,50
1,60
1,70
1,80
1,90
2,00
2,10
2,20
0
2
4
6
8
10
12
16
18
20
22
O W C = 16,50
WATER CONTENT (%)
14
Dry Density Maks = 1,46
ZAV
24
26
GRAFIK KOMPAKSI PASIR + 5% ABU BATU
28
30
32
34
51
Universitas Kristen Maranatha
52
Lampiran 12 : Data Penelitian Kompaksi (Compaction Test) Pasir + 15 % Abu Batu.
COMPACTION TEST
Soil sample
: Pasir + 15% Abu batu
Location
Depth
Sample No.
: Padalarang
:
:4
Gs
2,67
1
Sample No.
Form No. : I.3 / 1-1
Test No. : 3
Date
: 17 November 2005
Tested by : Ganda Remarto Sinaga
Type of test : Standard Proctor
2
3
4
5
6
Density Destination
Assumed water content
Wt. Mold+Compacted soil
Weight of Mold
Volume of Mold
Wt. Of Compacted soil
Wet density
Dry density
Void ratio
POROSITY
; γ wet
; γ dry
;e
;n
(%)
(gr)
(gr)
(cm³)
(gr)
(gr/cc)
(gr/cc)
10
5442,40
4070,70
932,02
1371,70
1,472
1,336
1,00
0,50
13
5523,00
4070,70
932,02
1452,30
1,558
1,380
0,93
0,48
16
5732,00
4070,70
932,02
1661,30
1,782
1,535
0,74
0,43
20
5792,00
4070,70
932,02
1721,30
1,847
1,538
0,74
0,42
24
5657,00
4070,70
932,02
1586,30
1,702
1,357
0,97
0,49
2,10
1,99
1,87
1,74
1,59
C
234,50
212,00
22,50
72,50
139,50
16,13
D
212,00
187,00
25,00
62,40
124,60
20,06
E
327,10
273,80
53,30
64,50
209,30
25,47
Zero Air Void
Water Content Determination
Container no.
Wt. cont.+wet soil
Wt. cont.+dry soil
Wt. of water
Wt. of container
Wt. of drysoil
WATER CONTENT
Spesific Gravity
Optimum Water Content
(gr)
(gr)
(gr)
(gr)
(gr)
(%)
(%)
A
213,50
199,80
13,70
65,40
134,40
10,19
2,67
18,40
B
224,40
206,10
18,30
64,30
141,80
12,91
Maksimum Dry Density
95 % Maksimum Dry Density
(gr/ cm³)
(gr/ cm³)
F
1,56
1,49
Universitas Kristen Maranatha
) gr/cm3
dry
DRY DENSITY (γ
1,00
1,10
1,20
1,30
1,40
1,50
1,60
1,70
1,80
1,90
2,00
2,10
2,20
0
2
4
6
8
10
12
16
18
20
22
24
O W C = 18,40 %
WATER CONTENT (%)
14
Dry Density Maks = 1,56
ZAV
26
GRAFIK KOMPAKSI PASIR + 15% ABU BATU
28
30
32
34
53
Universitas Kristen Maranatha
54
Lampiran 13 : Data Penelitian Kompaksi (Compaction Test) Pasir + 25% Abu Batu.
COMPACTION TEST
Soil sample
: Pasir + 25% Abu batu
Location
Depth
Sample No.
: Padalarang
:
:5
Gs
2,68
1
Sample No.
Form No. : I.3 / 1-1
Test No. : 3
Date
: 5 Januari 2006
Tested by : Ganda Remarto Sinaga
Type of test : Standard Proctor
2
3
4
5
6
Density Destination
Assumed water content
Wt. Mold+Compacted soil
Weight of Mold
Volume of Mold
Wt. Of Compacted soil
Wet density
Dry density
Void ratio
POROSITY
; γ wet
; γ dry
;e
;n
(%)
(gr)
(gr)
(cm³)
(gr)
(gr/cc)
(gr/cc)
10
5422,10
4070,70
932,02
1351,40
1,450
1,316
1,04
0,51
13
5512,00
4070,70
932,02
1441,30
1,546
1,366
0,96
0,49
16
5631,90
4070,70
932,02
1561,20
1,675
1,442
0,86
0,46
20
5780,00
4070,70
932,02
1709,30
1,834
1,525
0,76
0,43
24
5720,00
4070,70
932,02
1649,30
1,770
1,423
0,88
0,47
2,10
1,98
1,87
1,74
1,62
C
207,20
187,40
19,80
64,60
122,80
16,12
D
204,30
180,30
24,00
61,70
118,60
20,24
E
342,80
288,70
54,10
66,20
222,50
24,31
Zero Air Void
Water Content Determination
Container no.
Wt. cont.+wet soil
Wt. cont.+dry soil
Wt. of water
Wt. of container
Wt. of drysoil
WATER CONTENT
Spesific Gravity
Optimum Water Content
(gr)
(gr)
(gr)
(gr)
(gr)
(%)
(%)
A
212,30
198,80
13,50
66,40
132,40
10,20
2,68
20,20
B
223,40
205,10
18,30
66,20
138,90
13,17
Maksimum Dry Density
95 % Maksimum Dry Density
(gr/ cm³)
(gr/ cm³)
F
1,53
1,45
Universitas Kristen Maranatha
) gr/cm3
dry
DRY DENSITY (γ
1,00
1,10
1,20
1,30
1,40
1,50
1,60
1,70
1,80
1,90
2,00
2,10
2,20
0
2
4
6
8
10
12
16
18
20
22
24
26
O W C = 20,20 %
WATER CONTENT (%)
14
Dry Density Maks = 1,53
ZAV
GRAFIK KOMPAKSI PASIR + 25% ABU BATU
28
30
32
34
55
Universitas Kristen Maranatha
56
Lampiran 14 : Data Gabungan Pengujian Kompaksi (Compaction Test).
GABUNGAN PENGUJIAN KOMPAKSI
Soil sample : Pasir murni + berbagai campuran abu batu Form No. : I.3 / 1-1
Test No. : 3
Location : Padalarang
Date
: 5 Januari 2006
Depth
:
Tested by : Ganda Remarto Sinaga
Sample No. : 1 s/d 5
Type of test : Standard Proctor
SAMPLE NO.
Dry Density
; γ dry
1
(gr/ cm³)
(%)
1,134
14,03
1,167
17,16
PASIR MURNI
1,202
1,217
20,06
22,64
1,173
25,67
; γ dry
2
(gr/ cm³)
(%)
1,669
10,01
1,692
13,29
ABU BATU MURNI
1,720
1,674
16,33
19,05
1,657
21,39
; γ dry
3
(gr/ cm³)
(%)
1,374
10,14
CAMPURAN PASIR + ABU BATU 5 %
1,408
1,456
1,401
1,376
13,31
16,44
20,39
24,20
; γ dry
4
(gr/ cm³)
(%)
1,336
10,19
CAMPURAN PASIR + ABU BATU 15 %
1,380
1,535
1,538
1,357
12,91
16,13
20,06
25,47
; γ dry
5
(gr/ cm³)
(%)
1,316
10,20
CAMPURAN PASIR + ABU BATU 25 %
1,366
1,442
1,525
1,423
13,17
16,12
20,24
24,31
Water Content
SAMPLE NO.
Dry Density
Water Content
SAMPLE NO.
Dry Density
Water Content
SAMPLE NO.
Dry Density
Water Content
SAMPLE NO.
Dry Density
Water Content
1,128
29,75
Universitas Kristen Maranatha
) gr/cm3
dry
DRY DENSITY ( γ
0
Pasir
1,00
1,10
1,20
1,30
1,40
1,50
1,60
1,70
1,80
1,90
2,00
2
6
Abu Batu
4
8
12
16
18
20
22
24
Pasir+Abu Batu 15%
WATER CONTENT (%)
14
Pasir+Abu Batu5%
10
26
GRAFIK GABUNGAN PENGUJIAN KOMPAKSI
30
32
34
Pasir+Abu Batu 25%
28
57
Universitas Kristen Maranatha
58
Lampiran 15 : Tabel Specific Gravity Of Water.
TABEL SPECIFIC GRAVITY OF WATER
ºC
0
10
20
30
40
50
60
70
80
90
0
0.9999
0.9997
0.9982
0.9957
0.9922
0.9881
0.9832
0.9778
0.9718
0.9653
1
0,9999
0,9996
0,9980
0,9954
0,9919
0,9876
0,9827
0,9772
0,9712
0,9647
2
1,0000
0,9995
0,9978
0,9951
0,9915
0,9872
0,9822
0,9767
0,9606
0,9640
3
1,0000
0,9994
0,9976
0,9947
0,9911
0,9867
0,9817
0,9761
0,9699
0,9633
4
1,0000
0,9993
0,9973
0,9944
0,9907
0,9862
0,9811
0,9755
0,9693
0,9626
ºC
0
10
20
30
40
50
60
70
80
90
5
1,0000
0,9991
0,9971
0,9941
0,9902
0,9857
0,9806
0,9749
0,9686
0,9619
6
1,0000
0,9990
0,9968
0,9937
0,9898
0,9852
0,9800
0,9743
0,9680
0,9612
7
0,9999
0,9988
0,9965
0,9934
0,9894
0,9848
0,9795
0,9737
0,9673
0,9605
8
0,9999
0,9986
0,9963
0,9930
0,9890
0,9842
0,9789
0,9731
0,9667
0,9598
9
0,9999
0,9984
0,9960
0,9926
0,9885
0,9838
0,9784
0,9724
0,9660
0,9591
Universitas Kristen Maranatha
59
Lampiran 16 : Data Hasil Pengujian Bahan Abu Batu.
Universitas Kristen Maranatha
60
Universitas Kristen Maranatha