data uji tanah

POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERING DEPARTMENT

SOIL TESTING LABORATORY Jl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Telp. 022 - 201 45 83

Project Check by

Location Date

Specific of gravity (Gs)

No. Sample 1

Location

No. 11 12

Wt of picnometer 24.47 26.70

Wt of picnometer + dry soil 33.03 36.64

Wt of picnometer + soil + water 79.92 82.37

Wt of picnometer + water 74.71 76.29

Wt of dry soil 8.56 9.94

Spasific of gravity 2.555 2.575

Average 2.565

Temperature 26 26

Corection 0.9983 0.9983

Average of Gs 2.450



Project Check by

Bor location Date

Atterberg LimitsNo. Sample : 1

Location : 0

Testing Liquid Limit (LL) Plastic Limit (PL)

No. 1 2 3 4 1

Wt of can 15.82 15.78 15.67 15.33 15.65

Wt of wet soil + can 36.84 33.34 33.13 31.81 25.57

Wt of dry soil + can 31.40 29.03 28.91 27.99 23.84

Wt of moisting 5.44 4.31 4.22 3.82 1.73

Wt. of dry soil 15.58 13.25 13.24 12.66 8.19

Water content 34.92 32.53 31.87 30.17 21.12

Average 21.47

Number of blow 10 20 29 39

Limit value LL = 32.00 PL =

1 0

Plastic Limit (PL = 21.47 %

Liquid Limit (LL) = 32.00 %

10 10026

28

30

32

34

36

Flow Curve

Number of Blow

Wa

ter

co

nte

nt

[%]

Plastic lndex (PI = 14.50 %



Atterberg Limits

1

0

Plastic Limit (PL)

2

15.68

25.62

23.84

1.78

8.16

21.81

21.47

21.47

10 10026

28

30

32

34

36

Flow Curve

Number of Blow

Wa

ter

co

nte

nt

[%]


SOIL TESTING LABORATORYJl. Geger Kalong Hilir, Desa Ciwaruga Bandung, Telp. 022 - 201 45 83

Project Check byLocation Date

Grain Size Analysis

No. Sample : Sieve 100.07 gram

Sieve No. Diametre [mm] Wt. retained [gram] % Retained % passing

4 4.750 0.05 0.05 99.9510 2.000 0.08 0.08 99.8720 0.840 2.59 2.59 97.2840 0.425 16.28 16.27 81.0160 0.250 12.28 12.27 68.74

100 0.150 19.14 19.13 49.62200 0.074 11.30 11.29 38.32

61.72 61.68 100.00

No. Sample : 0 0 Hydrometre 35.88

Date Time Rh T C Rh + C Zr M D N N'

0 37.0 24.5 0 37.0 6.071 0.0100 0.0000 169.19 64.840.25 36.5 24.5 0 36.5 6.205 0.0100 0.0500 166.90 63.960.5 36.0 24.5 0 36.0 6.339 0.0100 0.0358 164.62 63.091 35.0 24.5 0 35.0 6.608 0.0100 0.0258 160.05 61.332 33.5 24.5 0 33.5 7.011 0.0100 0.0188 153.19 58.715 32.0 24.5 2.5 34.5 6.742 0.0100 0.0117 157.76 60.46

10 30.0 24.5 0.5 30.5 7.817 0.0100 0.0089 139.47 53.4520 27.0 24.5 0.3 27.3 8.676 0.0100 0.0066 124.84 47.8440 23.5 24.5 0.7 24.2 9.509 0.0100 0.0049 110.66 42.4160 22.0 24.5 0 22.0 10.100 0.0100 0.0041 100.60 38.55

180 20.0 24.5 0 20.0 10.637 0.0100 0.0024 91.45 35.051140 0.0 24.5 0 0.0 16.009 0.0100 0.0012 0.00 0.00

Wtotal :

Wd =

0.0001 0.001 0.01 0.1 1 10

0

10

20

30

40

50

60

70

80

90

100

Diametre [mm]

% F

iner

Gra

velSand

SiltCMF

Clay

0.0001 0.001 0.01 0.1 1 10

0

10

20

30

40

50

60

70

80

90

100

Diametre [mm]

% F

iner



Project Hammer weight : 2.5 kg Check by

Location Number of Layer : 3 lapis Date

Type Blows perlayer : 25x

COMPACTION

Water content calculation

Location Standard Test

Add. of water 6% 9% 12% 15% 18%

No. 1 2 1 2 1 2 1 2 1 2

Weight of can 16.64 15.70 15.69 15.64 15.72 15.20 15.90 15.71 15.69 15.68

Weight of wet soil + can 57.43 58.50 54.77 45.38 50.62 53.02 56.51 50.30 44.13 51.21

Weight of dry soil + can 41.98 42.33 41.47 36.38 36.46 37.66 39.82 36.05 37.24 32.92

Weight of moisting 15.45 16.17 13.30 9.00 14.16 15.36 16.69 14.25 6.89 18.29

Weight of dry soil 25.34 26.63 25.78 20.74 20.74 22.46 23.92 20.34 21.55 17.24

Water content 60.97 60.72 51.59 43.39 68.27 68.39 69.77 70.06 31.97 106.09

Average 60.85 47.49 68.33 69.92 69.03

Density calculation Gs = 2.59

Sample No. 1 2 3 4 5

Add. of water 6% 9% 12% 15% 18%

Water content, w (%) 60.85 47.49 68.33 69.92 69.03

Weight of soil + Muolder (g 4747.8 4807 5737.2 5867.2 5797.5

Weight of Muolder (gr) 3651.7 3651.7 4475.3 4555.5 4475.3

Diametre of Moulder (cm) 10.050 10.050 10.050 10.050 10.050

Height of Moulder (cm) 11.600 11.600 11.600 11.600 11.600

920.20 920.20 920.20 920.20 920.20

Weight of soil (gr) 1096.1 1155.3 1261.9 1311.7 1322.2

1.191 1.255 1.371 1.425 1.437

0.741 0.851 0.815 0.839 0.850

1.005 1.161 0.935 0.921 0.929

60.85 0.741 1.005

47.49 0.851 1.161

68.33 0.815 0.935

69.92 0.839 0.921

69.03 0.850 0.929

MDD = 1.49

OMC = 13 %

Volume of soil (cm3)

Density (g) (gr/cm3)

Dry density (gd) gr/cm3

gzav

gr/cm3

5 7 9 11 13 15 17

1.15

1.20

1.25

1.30

1.35

1.40

1.45

1.50

1.55

1.60

1.65

1.70

1.75

1.80

Compaction curve

Column NPolynomial (Column N)Column OPolynomial (Column O)

Water content [%]

Dry

Den

sity

[g

r/cm

3]

5 7 9 11 13 15 17

1.15

1.20

1.25

1.30

1.35

1.40

1.45

1.50

1.55

1.60

1.65

1.70

1.75

1.80

Compaction curve

Column NPolynomial (Column N)Column OPolynomial (Column O)

Water content [%]

Dry

Den

sity

[g

r/cm

3]



Project Hammer weight OMC :

Location Number of Layer Check by

Type Blows perlayer Date

CBR Unsoaked

Blows perlayer 1 2 3

t Penetration Ring Load Ring Load Ring Load

menit inch div kg div kg div kg

0.00 0.000 0 0.0 0 0.0 0 0.0

0.25 0.013 4 20.7 3 15.5 2.5 ### 12.9

0.50 0.025 5 25.9 5 25.9 2.5 ### 12.9

1.00 0.050 8 41.4 7.5 38.8 2.5 ### 12.9

1.50 0.075 9.2 47.6 8 41.4 2.8 ### 14.5

2.00 0.100 10.05 52.0 8.2 42.4 3 ### 15.5

3.00 0.150 13.2 68.2 8.5 43.9 3.5 ### 18.1

4.00 0.200 16 82.7 8.5 43.9

6.00 0.300 16.2 83.8 8.7 45.0

8.00 0.400 16.3 84.3

10.00 0.500 16.3 84.352.0 121.16 200.0 466

0.1 "

63 15 x =1.73 %

112 30 x =1.41 %

287 65 x =0.52 %

0.2 "

91 15 x =1.84 %

166 30 x =0.98 %

287 65 x =0.00 %

CBR Value

0.0 0.1 0.2 0.3 0.4 0.5 0.60

10

20

30

40

50

60

70

80

90

CBR Curve

1

2

3

Penetration [inch]

Lo

ad [

kg]



Project Hammer weight OMC : 13.00 %

Location Number of Layer Check by

Type Blows perlayer Date

CBR UnsoakedWater content calculation

Number of Blows 10 x 25 x 56 x

No. 1 2 1 2 1 2

Weight of can 22.02 21.99 21.82 22.39 22.08 22.04

Weight of can + wet soil 41.81 46.79 46.02 42.96 47.29 40.62

Weight of can + dry soil 39.77 44.23 43.53 40.85 44.69 38.72

Weight of water 2.04 2.56 2.49 2.11 2.60 1.90

Weight of dry soil 17.75 22.24 21.71 18.46 22.61 16.68

Water content 11.49 11.51 11.47 11.43 11.50 11.39

Average 11.50 11.45 11.45

Dry Density calculation

Number of Blows 15 30 65

Opt.moisture content / OMC 0.00 0.00 0.00

Water content, w (%) 13.00 13.00 13.00

Weight of soil + muolder(gr) 17345 16657 18783

Weight of moulder (gr) 14350 13415 15710

Diametre of moulder (cm) 15.20 15.40 15.10

Height of moulder (cm) 12.90 12.70 11.50

2341 2365.6 2059.4

Weight of soil (gr) 2995 3242 3073

1.28 1.37 1.49

1.13 1.21 1.32

1.73###1.41###0.00###

Volume of soil (cm3)

Density (g) (gr/cm3)

Dry density (gd) (gr/cm3)

0.0 0.1 0.2 0.3 0.4 0.5 0.60

10

20

30

40

50

60

70

80

90

CBR Curve

1

2

3

Penetration [inch]

Lo

ad [

kg]

5 7 9 11 13 15 17

1.80

1.82

1.84

1.86

1.88

1.90

1.92

1.94

1.96

1.98

2.00

Compaction curve

CompactionPolynomial (Compaction)ZAVPolynomial (ZAV)

Water content [%]

Dry

Den

sity

[gr

/cm

3]

0 5

1.001.051.101.151.201.251.301.351.401.451.50

Density Vs CBR

CBR %

De

g/c

m3

ns

ity

MDD = 1.900 gr/cm3 OMC = 13.0 17.0 %CBRdesign =

5 7 9 11 13 15 17

1.80

1.82

1.84

1.86

1.88

1.90

1.92

1.94

1.96

1.98

2.00

Compaction curve

CompactionPolynomial (Compaction)ZAVPolynomial (ZAV)

Water content [%]D

ry D

ensi

ty [

gr/c

m3]

0 5

1.001.051.101.151.201.251.301.351.401.451.50

Density Vs CBR

CBR %

De

g/c

m3

ns

ity



Dinamic Cone PenetrometerNama Proyek : Dikerjakan:

Lokasi : Tanggal:

STA : 0 + 000

Lp Hrs 5 cmLPA Klass A 15 cmLPB KlassB 20 cmSG Klass C cm

N DP=D/N CBR h Ö(cbr) hÖ(cbr) cbr

( mm ) Lapisan cm %

0 9

1 11 20 8.98 2 2.08 4.16 78.164

2 12.9 9.5 23.51 1.9 2.86 5.44

3 14.9 6.6667 37.16 2 3.34 6.67

4 17.3 6 42.58 2.4 3.49 8.38

5 19.6 4.6 60.04 2.3 3.92 9.01

6 22 4 71.93 2.4 4.16 9.98

7 24.8 4 71.93 2.8 4.16 11.64

8 27.7 3.625 81.70 2.9 4.34 12.58

9 30.9 3.5556 83.77 3.2 4.38 14.00

10 34.2 3.3 92.25 3.3 4.52 14.91

11 37.4 2.9091 108.58 3.2 4.77 15.27

12 41.3 3.25 94.09 3.9 4.55 17.74

13 44.7 2.6154 124.60 3.4 4.99 16.98

14 48.2 2.5 132.09 3.5 5.09 17.82

15 53 3.2 95.99 4.8 4.58 21.98

16 54.9 1.1875 345.86 1.9 7.02 13.34

17 57.8 1.7059 216.52 2.9 6.00 17.41

18 63.4 3.1111 99.55 5.6 4.63 25.95

19 71.2 4.1053 69.56 7.8 4.11 32.08

20 80.3 4.55 60.90 9.1 3.93 35.80

21 91.3 5.2381 50.76 11 3.70 40.73

Jumlah 82.3 90.63 351.89

Nama Proyek : Dikerjakan

Lokasi : Tanggal :

STA : 0 + 200

Lp cm

LPA cm

LPB cm

SG cm


( mm ) Lapisan cm %

0 7

1 10.6 36 4.20 3.6 1.61 5.81 147.71

2 11.9 6.5 38.40 1.3 3.37 4.39

3 13.4 5 53.91 1.5 3.78 5.67

4 13.9 1.25 323.66 0.5 6.87 3.43

5 17.6 7.4 32.47 3.7 3.19 11.80

6 20.5 4.8333 56.32 2.9 3.83 11.12

7 23.4 4.1429 68.74 2.9 4.10 11.88

8 26.5 3.875 74.95 3.1 4.22 13.07

9 30.8 4.7778 57.17 4.3 3.85 16.56

10 35.7 4.9 55.33 4.9 3.81 18.67

11 40.8 4.6364 59.43 5.1 3.90 19.90

12 43.5 2.25 151.37 2.7 5.33 14.39

13 45.6 1.6154 232.33 2.1 6.15 12.91

14 47.5 1.3571 291.01 1.9 6.63 12.59

1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.00

10

20

30

40

50

60

70

80

90

100

CBR vs Kedalaman

CBR (%)

Ked

alam

an (

mm

)]

0.0 2.0 4.0 6.0 8.0 10.00

10

20

30

40

50

60

70

80

90

100

CBR vs Kedalaman

CBR (%)

Ked

alam

an (

mm

)]

15 49.4 1.2667 318.17 1.9 6.83 12.97

16 51.6 1.375 286.14 2.2 6.59 14.50

17 53.8 1.2941 309.47 2.2 6.76 14.88

18 55.7 1.0556 402.75 1.9 7.38 14.03

19 57.9 1.1579 357.34 2.2 7.10 15.61

20 59.4 0.75 626.54 1.5 8.56 12.84

21 61.9 1.1905 344.74 2.5 7.01 17.53

22 64.6 1.2273 331.44 2.7 6.92 18.69

23 67 1.0435 408.79 2.4 7.42 17.81

24 70 1.25 323.66 3 6.87 20.60

25 73.9 1.56 243.05 3.9 6.24 24.34

26 78.7 1.8462 195.49 4.8 5.80 27.86

27 84.2 2.037 172.13 5.5 5.56 30.60

28 89.9 2.0357 172.28 5.7 5.56 31.72

29 95.6 1.9655 180.27 5.7 5.65 32.20

Jumlah 88.6 160.89 468.35


Lokasi : Tanggal :

STA : 0 + 200

Lp cm

LPA cm

LPB cm

SG cm


( mm ) Lapisan cm %

0 11

1 12.2 12 17.38 1.2 2.59 3.11 ###

2 14.3 10.5 20.65 2.1 2.74 5.76

3 21.6 24.333 6.97 7.3 1.91 13.94

4 25.3 9.25 24.33 3.7 2.90 10.72

5 28.8 7 34.89 3.5 3.27 11.44

6 34.5 9.5 23.51 5.7 2.86 16.33

7 38 5 53.91 3.5 3.78 13.22

8 41.8 4.75 57.60 3.8 3.86 14.68

9 46.4 5.1111 52.39 4.6 3.74 17.21

10 53 6.6 37.65 6.6 3.35 22.12

11 58.5 5 53.91 5.5 3.78 20.78

12 64.1 4.6667 58.94 5.6 3.89 21.79

13 67.6 2.6923 120.02 3.5 4.93 17.26

14 70.25 1.8929 189.27 2.65 5.74 15.22

15 73.1 1.9 188.35 2.85 5.73 16.34

16 76.2 1.9375 183.65 3.1 5.68 17.62

17 79.4 1.8824 190.64 3.2 5.76 18.42

18 83 2 176.27 3.6 5.61 20.18

19 86.3 1.7368 211.54 3.3 5.96 19.66

20 89 1.35 293.01 2.7 6.64 17.93

21 91.3 1.0952 383.99 2.3 7.27 16.72

Jumlah ### 92.00 330.45


Lokasi : Tanggal :

STA : 0 + 200

Lp cm

LPA cm

LPB cm

SG cm


( mm ) Lapisan cm %

0 11

1 14 30 5.31 3 1.75 5.24 85.184

2 16 10 22.00 2 2.80 5.60

3 18 6.6667 37.16 2 3.34 6.67

0.0 2.0 4.0 6.0 8.0 10.00

10

20

30

40

50

60

70

80

90

100

CBR vs Kedalaman

CBR (%)

Ked

alam

an (

mm

)]

0.0 2.0 4.0 6.0 8.0 10.00

10

20

30

40

50

60

70

80

90

100

CBR vs Kedalaman

CBR (%)

Ked

alam

an (

mm

)]

0.0 2.0 4.0 6.0 8.0 10.00

10

20

30

40

50

60

70

80

90

100

CBR vs Kedalaman

CBR (%)

Ked

alam

an (

mm

)]

4 21 7.5 31.91 3 3.17 9.52

5 25.4 8.8 25.95 4.4 2.96 13.03

6 30.9 9.1667 24.62 5.5 2.91 16.00

7 35.5 6.5714 37.86 4.6 3.36 15.45

8 40 5.625 46.29 4.5 3.59 16.16

9 44.4 4.8889 55.49 4.4 3.81 16.78

10 48.6 4.2 67.54 4.2 4.07 17.10

11 51.5 2.6364 123.32 2.9 4.98 14.43

12 54.2 2.25 151.37 2.7 5.33 14.39

13 57 2.1538 160.16 2.8 5.43 15.21

14 60.5 2.5 132.09 3.5 5.09 17.82

15 64 2.3333 144.41 3.5 5.25 18.36

16 68.5 2.8125 113.43 4.5 4.84 21.78

17 72.8 2.5294 130.11 4.3 5.07 21.79

18 76.6 2.1111 164.36 3.8 5.48 20.82

19 80.6 2.1053 164.95 4 5.48 21.94

20 84.2 1.8 201.99 3.6 5.87 21.12

21 87.3 1.4762 261.04 3.1 6.39 19.81

22 90.2 1.3182 302.18 2.9 6.71 19.46

Jumlah 79.2 90.97 348.48


Lokasi : Tanggal :

STA : 0 + 200

Lp cm

LPA cm

LPB cm

SG cm


( mm ) Lapisan cm %

0 12.8

1 14.2 14 14.24 1.4 2.42 3.39 125.28

2 16.2 10 22.00 2 2.80 5.60

3 18.2 6.6667 37.16 2 3.34 6.67

4 20 4.5 61.77 1.8 3.95 7.12

5 22.4 4.8 56.83 2.4 3.84 9.23

6 24.8 4 71.93 2.4 4.16 9.98

7 26.9 3 104.35 2.1 4.71 9.89

8 29.5 3.25 94.09 2.6 4.55 11.83

9 31.9 2.6667 121.51 2.4 4.95 11.89

10 34.6 2.7 119.58 2.7 4.93 13.30

11 38 3.0909 100.40 3.4 4.65 15.80

12 42 3.3333 91.06 4 4.50 18.00

13 46.3 3.3077 91.97 4.3 4.51 19.41

14 49.8 2.5 132.09 3.5 5.09 17.82

15 53.8 2.6667 121.51 4 4.95 19.81

16 57.8 2.5 132.09 4 5.09 20.37

17 61.3 2.0588 169.78 3.5 5.54 19.38

18 64.4 1.7222 213.86 3.1 5.98 18.54

19 67.4 1.5789 239.28 3 6.21 18.62

20 70 1.3 307.66 2.6 6.75 17.55

21 73.8 1.8095 200.62 3.8 5.85 22.25

22 78.9 2.3182 145.63 5.1 5.26 26.83

23 82.6 1.6087 233.58 3.7 6.16 22.79

24 87.6 2.0833 167.20 5 5.51 27.55

25 93.8 2.48 133.47 6.2 5.11 31.68

Jumlah 81 98.78 405.30

0.0 2.0 4.0 6.0 8.0 10.00

10

20

30

40

50

60

70

80

90

100

CBR vs Kedalaman

CBR (%)

Ked

alam

an (

mm

)]

0.0 2.0 4.0 6.0 8.0 10.00

10

20

30

40

50

60

70

80

90

100

CBR vs Kedalaman

CBR (%)

Ked

alam

an (

mm

)]



Project Chek by

Location Date

CBR Test by DCP

N0 STA CBR Ave CBR STDCBR Desg =

RemaksCBR ave - 1.2 STD

1 0 + 0 78.16 11.90 19.918 Segmen - 12 + 100 6.543 + 200 6.674 + 300 7.125 + 400 6.136 + 500 5.197 + 600 5.938 + 700 5.679 + 800 6.71

10 + 900 6.7711 1 + 0 5.9812 + 100 7.1213 + 200 6.7214 + 300 3.45 4.70 0.582 Segmen 215 + 400 3.6516 + 500 4.3217 + 600 4.1218 + 700 5.1419 + 800 5.2320 + 900 4.2221 2 + 0 4.6722 + 100 4.7223 + 200 5.1224 + 300 5.2325 + 400 5.1226 + 500 4.1227 + 600 4.1728 + 700 4.1629 + 800 4.7630 + 900 4.2431 3 + 0 4.7632 + 100 5.2333 + 200 5.1234 + 300 5.4535 + 400 5.2736 + 500 5.6737 + 600 5.1238 3 + 700 4.48

Lembar Pengujian

LABORATORIUM TANAHJURUSAN TEKNIK SIPIL POLITEKNIK NEGERI BANDUNG

RING TUBE TESTNama Proyek : Dikerjakan

Lokasi : Tanggal

STA

No Uraian Satuan 0+ 50 0+ 100 0+ 150

Menentukan Volume Lubang

1 Diameter Ring cm 10 10

2 Tinggi Ring cm 10 10

3 Volume Ring 78.5 78.5

Rata-rata 78.5

Menentukan Berat Isi ,berat isi kering dan Derajat Kepadatan

4 Berat tanah dlm lubang gr 130.0

5 Berat Isi tanah (4)/(3) 1.66

6 Berat Tanah + Can gr 53.25

7 Barat Tang kering + Can gr 49.67

8 Berat Can gr 15.15

9 Barat Tang kering ( 7- 8 ) gr 34.52

10 Berat Air (8- 7 ) gr 3.58

11 Kadar Air (10 :9 )x100% % 10.37

12 Berat Isi kering Lap ( (5) : (1 +(11)) 1.50

13 Berat Isi kering Lab 1.65

14 Derajat Kepadatan ( 12 : 13)x100% % 90.94

STA

No Uraian Satuan 0+ 200 0+ 200 0+ 250


1 Diameter Ring cm 10 10

2 Tinggi Ring cm 10 10

3 Volume Ring 78.5 78.5

Rata-rata 78.5








10 Berat Air (8- 7 ) gr 3.58

11 Kadar Air (10 :9 )x100% % 10.37




cm³

cm³

gr/cm³

gr/cm³

gr/cm³

cm³

cm³

gr/cm³

gr/cm³

gr/cm³



RUBBER BALLOON TESTNama Proyek : Dikerjakan

Lokasi : Tanggal

STA

No Uraian Satuan 0+ 000 0+ 050 0+ 100


1 Pembacaan Awal gr 1500 1750

2 Pembacaan akhir gr 750 740

3 Volume Lubang 750 1010

880








10 Berat Air (8- 7 ) gr 3.58

11 Kadar Air (10 :9 )x100% % 10.37




STA

No Uraian Satuan 0+ 150 0+ 200 0+ 250


1 Pembacaan Awal gr 1500 1750

2 Pembacaan akhir gr 750 740

3 Volume Lubang 750 1010

880








10 Berat Air (8- 7 ) gr 3.58

11 Kadar Air (10 :9 )x100% % 10.37




cm³

gr/cm³

gr/cm³

gr/cm³

cm³

gr/cm³

gr/cm³

gr/cm³



SAND CONE TESTNama Proyek : Dikerjakan

Lokasi : Tanggal

STA

No Uraian Satuan 0+ 000 0+ 050 0+ 100

Menentukan Berat Pasir dalam Corong

dan Berat isi pasir

1 Berat Botol + Pasir + Corong gr 10010 10100

2 Berat Pasir sisa dalam Botol + corong gr 8278 8355

3 Berat Pasir dalam (Silinder kalbrasi + corong) (1-2) gr 4970 5040

4 Berat Pasir dalam Silinder kal+ Silinder kal gr 1576 1570

5 Berat Silinder Kalibrasi gr 1269 1269

6 Berat Pasir dalam Silinder ( 4 - 5) gr 307 301

7 Brt Pasir dlm corong (3)-(6) gr 4663 4739

8 Voleme Silinder Kalibrasi 1170.24 1170.24

9 Berat isi Pasir 0.26 0.26

10 Berat isi Pasir rata 0.26


dan Berat Tanah Dlm Lubang

11 Berat Tanah Dalam Lubang gr 2650

12 Berat Botol + Pasir gr 4500

13 Berat Pasir sisa dalam Botol gr 1400

14 Berat Pasir dlm Lubang dan Corong (12 - 13 ) gr 3100

15 Berat Pasir dalam Lubang (14 - 7) gr -1563

16 Volume Lubang ( 15: 10 ) -6016.73

Menentukan Berat Isi ,berat isi kering

dan Derajat Kepadatan

17 Berat Isi tanah (11 : 17} -0.44




21 Barat Tang kering ( 19 - 20 ) gr 34.52

22 Berat Air (18 - 19 ) gr 3.58

23 Kadar Air (22 :21 ) % 10.37

24 Berat Isi kering Lap ( (17) : (1 +(23)) -0.40


26 Derajat Kepadatan ( 24 : 25)x100% % -26.78

cm³

gr/cm³

gr/cm³

cm³

gr/cm³

gr/cm³

gr/cm³



Project Check byCheck by

Location Date Date

Laboratory Test Resume No. Sample 1

Depth 0

Indek Properties symbol unit

1 Specific of gravity Gs - 2.450

2 Liquid limit LL % 32.00

Plastic Limit PL % 21.47

Plasticity index PI % 10.53

3 Grainsize Gravel G % 0.05

Sand S % 61.63

Silt M % 3.27

Clay C % 35.05

Engineering properties STD MODIF

4 Compaction 1.490

% 13.00

5 CBR Unsoaked 0.1" 10 x % 1.73

25 x % 1.41

56 x % 0.52

0.2" 10 x % 1.84

25 x % 0.98

56 x % 0.00

% 17.00

6 Sand Cone -0.40

% 10.37

Degree of Density DR % -26.78

7 Rubber Balloon 1.39

% 10.37

Degree of Density DR % 93.28

8 Ring Tube 1.50

% 10.37

gd g\cm3

wopt

CBRdsgn

gd g\cm3

wopt

gd g\cm3

wopt

gd g\cm3

wopt

Degree of Density DR % 100.70

Compatibility Report for data kelompok Pak Djuwadi.xlsRun on 1/14/2012 6:21

Minor loss of fidelity # of occurrences

40

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'AL '!B7:B8'Gradasi '!K23:K34

'Gradasi '!M23:M34

'CBR '!C92:D96'CBR '!G96'CBR '!G98

'Resume '!G7:G8

data uji tanah

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