7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 17

FIELD TESTING RESULT

SECURITY BUILDING PROJECT

DSLNG LUWUK

CETRAL SULAWESI

S06 amp S07

JANUARY 4 2015

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 27

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 37

Project Security Building

Location Kec Batui KabLuwuk

1 - -

5

Gravelly Sand (elevation

meter)900 - 1500 900 - 1200

Depth (meter) 600 300

N-SPT 22 - 41 33 - 44

4

Fine Sand (elevation

meter)400 - 900 400 - 900

Depth (meter) 500 500

N-SPT 8 - 20 8 - 44

3

Sandy Clay (elevation

meter)200 - 400 200 - 900

Depth (meter) 200 700

N-SPT 3 - 4 2 - 3

2

Gravell Clay (elevation

meter)100 - 200 100 - 200

Depth (meter) 100 100

N-SPT 33 - 39 37 - 44

SUMMARY OF BORLOG

No

Type Soil

Penetration

N-SPT

BH06 BH07

GWL (meter)

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 47

P R O J E C T

L O C A T I O N

COORDINATE DATE COMPLETED

G R O U N D E L E V A T I O N BOR MASTERDRILLER

BORING METHODE SOIL amp MAT ENGINEER

TOTAL DEPTH ( - m ) 1500 m SHEET NO of

N1 N2 N3

Cm Cm Cm

1 7 14 19

15 15 15

2 10 17 22

15 15 15

3 1 1 2

15 15 15

4 2 2 2

15 15 15

5 2 3 5

15 15 15

6 4 4 6

15 15 15

7 5 6 6

15 15 15

8 7 7 9

15 15 15

9 8 9 11

15 15 15

10 9 11 11

15 15 15

11 10 12 1315 15 15

12 11 14 14

15 15 15

13 13 13 15 18

15 15 15

14 14 15 17 20

15 15 15

15 15 16 19 22

15 15 15

16 16

17

18

19

20

21

22

X = 0453286 Y = 9861217 Dec 20 2014

- Sofyan Djafar

Rotary Core Drilling M Ridwan ST MEng

BOR HOLE No

SOIL TEST - STANDART PENETRATION TEST (SPT) BH-06Security Building

Kec Batui KabLuwuk DATE COMMENCED Dec 19 2014

1 1

DEPTH

(-m)

THICKNESS(m)

GWL(m)

SYMBOL

VISUAL DESCRIPTION

COLOR

UNDISTURBED

SAMPLE

1 Stiff - Gravelly clay brownish white 33

2

SPTNo

STANDARD PENETRATION TEST

(ASTM - D1586)

N VALUENUMBER OF BLOWS

N

39

3Ver y soft - sandy clay Gr eenish Gr ey 3

44

5

Loose to medium - Fine Sand Grey

610

712

UDS 018

816

9

Medium to dense - gr avelly sand Gr ey12

28

20

10 UDS 0222

11

33

37

25

UDS 0341

23

24

26

29

30

27

28

25

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80 100

END OF BORE HOLE 1500 M

SOIL INVESTIGATION SOIL LABORATORY TESTING SOIL TESTING E QUIPMENT SUPPLIER amp TOPOGRAPHY BANDUNG Jl Terusan Batununggal No IA Bojong CP 0878 2266 5264 0813 9145 4460

SAMARINDA JL Wahid Hasyim No 24 (Belakang Primagama) Sempaja 75119 Telp 0541 ndash 7761610 0812 5827 2742

MAKASSAR Jl Todopulli 10 No 67 CP 0813 9145 4460 081258272742

Email geosindoutamayahoocom geo_sindoyahoocom gu_bdgyahoocom

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 57

P R O J E C T

L O C A T I O N

COORDINATE DATE COMPLETED

G R O U N D E L E V A T I O N BOR MASTERDRILLER

BORING METHODE SOIL amp MAT ENGINEER

TOTAL DEPTH ( - m ) 1200 m SHEET NO of

N1 N2 N3

Cm Cm Cm

1 10 16 21

15 15 15

2 15 19 25

15 15 15

3 1 1 1

45 45 45

4 1 1 2

15 15 15

5 3 4 4

15 15 15

6 4 5 7

15 15 15

7 6 8 8

15 15 15

8 7 9 10

15 15 15

9 10 10 11

15 15 15

10 9 11 11

15 15 15

11 12 15 1815 15 15

12 14 19 25

15 15 15

13 13

14 14

15 15

16 16

17

18

19

20

21

22

X = 0453235 Y = 9861298 Dec 21 2014

- Sofyan Djafar

Rotary Core Drilling M Ridwan ST MEng

BOR HOLE No

SOIL TEST - STANDART PENETRATION TEST (SPT) BH-07Security Building

Kec Batui KabLuwuk DATE COMMENCED Dec 20 2014

1 1

DEPTH

(-m)

THICKNESS(m)

GWL(m)

SYMBOL

VISUAL DESCRIPTION

COLOR

UNDISTURBED

SAMPLE

1 Stif f - Gravelly clay b ro wn ish wh ite 37

2

SPTNo

STANDARD PENETRATION TEST

(ASTM - D1586)

N VALUENUMBER OF BLOWS

N

43

5

44

3Sandy clay Greenish Grey

UDS 018Grey

2

Grey8

19

9

612

716

Medium dense - fine Sand

1244

21

10 UDS 0222

11 Dense - gravelly sand Grey 33

23

24

25

26

Loose - Fine Sand

29

30

27

28

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80 1 00

END OF BORE HOLE 1200 M

SOIL INVESTIGATION SOIL LABORATORY TESTING SOIL TESTING EQUIPMENT SUPPLIER amp TOPOGRAPHY BANDUNG Jl Terusan Batununggal No IA Bojong CP 0878 2266 5264 0813 9145 4460

SAMARINDA JL Wahid Hasyim No 24 (Belakang Primagama) Sempaja 75119 Telp 0541 ndash 7761610 0812 5827 2742MAKASSAR Jl Todopulli 10 No 67 CP 0813 9145 4460 081258272742Email geosindoutamayahoocom geo_sindoyahoocom gu_bdgyahoocom

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 67

PROJECT Security Building Project - DSLNG

LOCATION Kec Batui KabLuwuk

BH07BH06

SOIL LAYER PROFILE

BH06 - BH07

Loose to medium -Fine Sand

N_SPT8 - 20

very soft - sandy clay

N_SPT3 - 4

stiff gravelly clay N_SPT33- 39

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 2 0 40 6 0 8 0

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80

stiff gravelly clay N_SPT37 - 44

very soft -sandy clay

N_SPT2 - 3

Loose to dense -Fine Sand

N_SPT8 - 44

medium to dense -gravelly sand

N_SPT22 - 41

dense - gravellysand N_SPT

33 -44

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 77

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 27

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 37

Project Security Building

Location Kec Batui KabLuwuk

1 - -

5

Gravelly Sand (elevation

meter)900 - 1500 900 - 1200

Depth (meter) 600 300

N-SPT 22 - 41 33 - 44

4

Fine Sand (elevation

meter)400 - 900 400 - 900

Depth (meter) 500 500

N-SPT 8 - 20 8 - 44

3

Sandy Clay (elevation

meter)200 - 400 200 - 900

Depth (meter) 200 700

N-SPT 3 - 4 2 - 3

2

Gravell Clay (elevation

meter)100 - 200 100 - 200

Depth (meter) 100 100

N-SPT 33 - 39 37 - 44

SUMMARY OF BORLOG

No

Type Soil

Penetration

N-SPT

BH06 BH07

GWL (meter)

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 47

P R O J E C T

L O C A T I O N

COORDINATE DATE COMPLETED

G R O U N D E L E V A T I O N BOR MASTERDRILLER

BORING METHODE SOIL amp MAT ENGINEER

TOTAL DEPTH ( - m ) 1500 m SHEET NO of

N1 N2 N3

Cm Cm Cm

1 7 14 19

15 15 15

2 10 17 22

15 15 15

3 1 1 2

15 15 15

4 2 2 2

15 15 15

5 2 3 5

15 15 15

6 4 4 6

15 15 15

7 5 6 6

15 15 15

8 7 7 9

15 15 15

9 8 9 11

15 15 15

10 9 11 11

15 15 15

11 10 12 1315 15 15

12 11 14 14

15 15 15

13 13 13 15 18

15 15 15

14 14 15 17 20

15 15 15

15 15 16 19 22

15 15 15

16 16

17

18

19

20

21

22

X = 0453286 Y = 9861217 Dec 20 2014

- Sofyan Djafar

Rotary Core Drilling M Ridwan ST MEng

BOR HOLE No

SOIL TEST - STANDART PENETRATION TEST (SPT) BH-06Security Building

Kec Batui KabLuwuk DATE COMMENCED Dec 19 2014

1 1

DEPTH

(-m)

THICKNESS(m)

GWL(m)

SYMBOL

VISUAL DESCRIPTION

COLOR

UNDISTURBED

SAMPLE

1 Stiff - Gravelly clay brownish white 33

2

SPTNo

STANDARD PENETRATION TEST

(ASTM - D1586)

N VALUENUMBER OF BLOWS

N

39

3Ver y soft - sandy clay Gr eenish Gr ey 3

44

5

Loose to medium - Fine Sand Grey

610

712

UDS 018

816

9

Medium to dense - gr avelly sand Gr ey12

28

20

10 UDS 0222

11

33

37

25

UDS 0341

23

24

26

29

30

27

28

25

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80 100

END OF BORE HOLE 1500 M

SOIL INVESTIGATION SOIL LABORATORY TESTING SOIL TESTING E QUIPMENT SUPPLIER amp TOPOGRAPHY BANDUNG Jl Terusan Batununggal No IA Bojong CP 0878 2266 5264 0813 9145 4460

SAMARINDA JL Wahid Hasyim No 24 (Belakang Primagama) Sempaja 75119 Telp 0541 ndash 7761610 0812 5827 2742

MAKASSAR Jl Todopulli 10 No 67 CP 0813 9145 4460 081258272742

Email geosindoutamayahoocom geo_sindoyahoocom gu_bdgyahoocom

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 57

P R O J E C T

L O C A T I O N

COORDINATE DATE COMPLETED

G R O U N D E L E V A T I O N BOR MASTERDRILLER

BORING METHODE SOIL amp MAT ENGINEER

TOTAL DEPTH ( - m ) 1200 m SHEET NO of

N1 N2 N3

Cm Cm Cm

1 10 16 21

15 15 15

2 15 19 25

15 15 15

3 1 1 1

45 45 45

4 1 1 2

15 15 15

5 3 4 4

15 15 15

6 4 5 7

15 15 15

7 6 8 8

15 15 15

8 7 9 10

15 15 15

9 10 10 11

15 15 15

10 9 11 11

15 15 15

11 12 15 1815 15 15

12 14 19 25

15 15 15

13 13

14 14

15 15

16 16

17

18

19

20

21

22

X = 0453235 Y = 9861298 Dec 21 2014

- Sofyan Djafar

Rotary Core Drilling M Ridwan ST MEng

BOR HOLE No

SOIL TEST - STANDART PENETRATION TEST (SPT) BH-07Security Building

Kec Batui KabLuwuk DATE COMMENCED Dec 20 2014

1 1

DEPTH

(-m)

THICKNESS(m)

GWL(m)

SYMBOL

VISUAL DESCRIPTION

COLOR

UNDISTURBED

SAMPLE

1 Stif f - Gravelly clay b ro wn ish wh ite 37

2

SPTNo

STANDARD PENETRATION TEST

(ASTM - D1586)

N VALUENUMBER OF BLOWS

N

43

5

44

3Sandy clay Greenish Grey

UDS 018Grey

2

Grey8

19

9

612

716

Medium dense - fine Sand

1244

21

10 UDS 0222

11 Dense - gravelly sand Grey 33

23

24

25

26

Loose - Fine Sand

29

30

27

28

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80 1 00

END OF BORE HOLE 1200 M

SOIL INVESTIGATION SOIL LABORATORY TESTING SOIL TESTING EQUIPMENT SUPPLIER amp TOPOGRAPHY BANDUNG Jl Terusan Batununggal No IA Bojong CP 0878 2266 5264 0813 9145 4460

SAMARINDA JL Wahid Hasyim No 24 (Belakang Primagama) Sempaja 75119 Telp 0541 ndash 7761610 0812 5827 2742MAKASSAR Jl Todopulli 10 No 67 CP 0813 9145 4460 081258272742Email geosindoutamayahoocom geo_sindoyahoocom gu_bdgyahoocom

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 67

PROJECT Security Building Project - DSLNG

LOCATION Kec Batui KabLuwuk

BH07BH06

SOIL LAYER PROFILE

BH06 - BH07

Loose to medium -Fine Sand

N_SPT8 - 20

very soft - sandy clay

N_SPT3 - 4

stiff gravelly clay N_SPT33- 39

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 2 0 40 6 0 8 0

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80

stiff gravelly clay N_SPT37 - 44

very soft -sandy clay

N_SPT2 - 3

Loose to dense -Fine Sand

N_SPT8 - 44

medium to dense -gravelly sand

N_SPT22 - 41

dense - gravellysand N_SPT

33 -44

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 77

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 37

Project Security Building

Location Kec Batui KabLuwuk

1 - -

5

Gravelly Sand (elevation

meter)900 - 1500 900 - 1200

Depth (meter) 600 300

N-SPT 22 - 41 33 - 44

4

Fine Sand (elevation

meter)400 - 900 400 - 900

Depth (meter) 500 500

N-SPT 8 - 20 8 - 44

3

Sandy Clay (elevation

meter)200 - 400 200 - 900

Depth (meter) 200 700

N-SPT 3 - 4 2 - 3

2

Gravell Clay (elevation

meter)100 - 200 100 - 200

Depth (meter) 100 100

N-SPT 33 - 39 37 - 44

SUMMARY OF BORLOG

No

Type Soil

Penetration

N-SPT

BH06 BH07

GWL (meter)

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 47

P R O J E C T

L O C A T I O N

COORDINATE DATE COMPLETED

G R O U N D E L E V A T I O N BOR MASTERDRILLER

BORING METHODE SOIL amp MAT ENGINEER

TOTAL DEPTH ( - m ) 1500 m SHEET NO of

N1 N2 N3

Cm Cm Cm

1 7 14 19

15 15 15

2 10 17 22

15 15 15

3 1 1 2

15 15 15

4 2 2 2

15 15 15

5 2 3 5

15 15 15

6 4 4 6

15 15 15

7 5 6 6

15 15 15

8 7 7 9

15 15 15

9 8 9 11

15 15 15

10 9 11 11

15 15 15

11 10 12 1315 15 15

12 11 14 14

15 15 15

13 13 13 15 18

15 15 15

14 14 15 17 20

15 15 15

15 15 16 19 22

15 15 15

16 16

17

18

19

20

21

22

X = 0453286 Y = 9861217 Dec 20 2014

- Sofyan Djafar

Rotary Core Drilling M Ridwan ST MEng

BOR HOLE No

SOIL TEST - STANDART PENETRATION TEST (SPT) BH-06Security Building

Kec Batui KabLuwuk DATE COMMENCED Dec 19 2014

1 1

DEPTH

(-m)

THICKNESS(m)

GWL(m)

SYMBOL

VISUAL DESCRIPTION

COLOR

UNDISTURBED

SAMPLE

1 Stiff - Gravelly clay brownish white 33

2

SPTNo

STANDARD PENETRATION TEST

(ASTM - D1586)

N VALUENUMBER OF BLOWS

N

39

3Ver y soft - sandy clay Gr eenish Gr ey 3

44

5

Loose to medium - Fine Sand Grey

610

712

UDS 018

816

9

Medium to dense - gr avelly sand Gr ey12

28

20

10 UDS 0222

11

33

37

25

UDS 0341

23

24

26

29

30

27

28

25

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80 100

END OF BORE HOLE 1500 M

SOIL INVESTIGATION SOIL LABORATORY TESTING SOIL TESTING E QUIPMENT SUPPLIER amp TOPOGRAPHY BANDUNG Jl Terusan Batununggal No IA Bojong CP 0878 2266 5264 0813 9145 4460

SAMARINDA JL Wahid Hasyim No 24 (Belakang Primagama) Sempaja 75119 Telp 0541 ndash 7761610 0812 5827 2742

MAKASSAR Jl Todopulli 10 No 67 CP 0813 9145 4460 081258272742

Email geosindoutamayahoocom geo_sindoyahoocom gu_bdgyahoocom

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 57

P R O J E C T

L O C A T I O N

COORDINATE DATE COMPLETED

G R O U N D E L E V A T I O N BOR MASTERDRILLER

BORING METHODE SOIL amp MAT ENGINEER

TOTAL DEPTH ( - m ) 1200 m SHEET NO of

N1 N2 N3

Cm Cm Cm

1 10 16 21

15 15 15

2 15 19 25

15 15 15

3 1 1 1

45 45 45

4 1 1 2

15 15 15

5 3 4 4

15 15 15

6 4 5 7

15 15 15

7 6 8 8

15 15 15

8 7 9 10

15 15 15

9 10 10 11

15 15 15

10 9 11 11

15 15 15

11 12 15 1815 15 15

12 14 19 25

15 15 15

13 13

14 14

15 15

16 16

17

18

19

20

21

22

X = 0453235 Y = 9861298 Dec 21 2014

- Sofyan Djafar

Rotary Core Drilling M Ridwan ST MEng

BOR HOLE No

SOIL TEST - STANDART PENETRATION TEST (SPT) BH-07Security Building

Kec Batui KabLuwuk DATE COMMENCED Dec 20 2014

1 1

DEPTH

(-m)

THICKNESS(m)

GWL(m)

SYMBOL

VISUAL DESCRIPTION

COLOR

UNDISTURBED

SAMPLE

1 Stif f - Gravelly clay b ro wn ish wh ite 37

2

SPTNo

STANDARD PENETRATION TEST

(ASTM - D1586)

N VALUENUMBER OF BLOWS

N

43

5

44

3Sandy clay Greenish Grey

UDS 018Grey

2

Grey8

19

9

612

716

Medium dense - fine Sand

1244

21

10 UDS 0222

11 Dense - gravelly sand Grey 33

23

24

25

26

Loose - Fine Sand

29

30

27

28

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80 1 00

END OF BORE HOLE 1200 M

SOIL INVESTIGATION SOIL LABORATORY TESTING SOIL TESTING EQUIPMENT SUPPLIER amp TOPOGRAPHY BANDUNG Jl Terusan Batununggal No IA Bojong CP 0878 2266 5264 0813 9145 4460

SAMARINDA JL Wahid Hasyim No 24 (Belakang Primagama) Sempaja 75119 Telp 0541 ndash 7761610 0812 5827 2742MAKASSAR Jl Todopulli 10 No 67 CP 0813 9145 4460 081258272742Email geosindoutamayahoocom geo_sindoyahoocom gu_bdgyahoocom

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 67

PROJECT Security Building Project - DSLNG

LOCATION Kec Batui KabLuwuk

BH07BH06

SOIL LAYER PROFILE

BH06 - BH07

Loose to medium -Fine Sand

N_SPT8 - 20

very soft - sandy clay

N_SPT3 - 4

stiff gravelly clay N_SPT33- 39

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 2 0 40 6 0 8 0

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80

stiff gravelly clay N_SPT37 - 44

very soft -sandy clay

N_SPT2 - 3

Loose to dense -Fine Sand

N_SPT8 - 44

medium to dense -gravelly sand

N_SPT22 - 41

dense - gravellysand N_SPT

33 -44

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 77

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 47

P R O J E C T

L O C A T I O N

COORDINATE DATE COMPLETED

G R O U N D E L E V A T I O N BOR MASTERDRILLER

BORING METHODE SOIL amp MAT ENGINEER

TOTAL DEPTH ( - m ) 1500 m SHEET NO of

N1 N2 N3

Cm Cm Cm

1 7 14 19

15 15 15

2 10 17 22

15 15 15

3 1 1 2

15 15 15

4 2 2 2

15 15 15

5 2 3 5

15 15 15

6 4 4 6

15 15 15

7 5 6 6

15 15 15

8 7 7 9

15 15 15

9 8 9 11

15 15 15

10 9 11 11

15 15 15

11 10 12 1315 15 15

12 11 14 14

15 15 15

13 13 13 15 18

15 15 15

14 14 15 17 20

15 15 15

15 15 16 19 22

15 15 15

16 16

17

18

19

20

21

22

X = 0453286 Y = 9861217 Dec 20 2014

- Sofyan Djafar

Rotary Core Drilling M Ridwan ST MEng

BOR HOLE No

SOIL TEST - STANDART PENETRATION TEST (SPT) BH-06Security Building

Kec Batui KabLuwuk DATE COMMENCED Dec 19 2014

1 1

DEPTH

(-m)

THICKNESS(m)

GWL(m)

SYMBOL

VISUAL DESCRIPTION

COLOR

UNDISTURBED

SAMPLE

1 Stiff - Gravelly clay brownish white 33

2

SPTNo

STANDARD PENETRATION TEST

(ASTM - D1586)

N VALUENUMBER OF BLOWS

N

39

3Ver y soft - sandy clay Gr eenish Gr ey 3

44

5

Loose to medium - Fine Sand Grey

610

712

UDS 018

816

9

Medium to dense - gr avelly sand Gr ey12

28

20

10 UDS 0222

11

33

37

25

UDS 0341

23

24

26

29

30

27

28

25

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80 100

END OF BORE HOLE 1500 M

SOIL INVESTIGATION SOIL LABORATORY TESTING SOIL TESTING E QUIPMENT SUPPLIER amp TOPOGRAPHY BANDUNG Jl Terusan Batununggal No IA Bojong CP 0878 2266 5264 0813 9145 4460

SAMARINDA JL Wahid Hasyim No 24 (Belakang Primagama) Sempaja 75119 Telp 0541 ndash 7761610 0812 5827 2742

MAKASSAR Jl Todopulli 10 No 67 CP 0813 9145 4460 081258272742

Email geosindoutamayahoocom geo_sindoyahoocom gu_bdgyahoocom

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 57

P R O J E C T

L O C A T I O N

COORDINATE DATE COMPLETED

G R O U N D E L E V A T I O N BOR MASTERDRILLER

BORING METHODE SOIL amp MAT ENGINEER

TOTAL DEPTH ( - m ) 1200 m SHEET NO of

N1 N2 N3

Cm Cm Cm

1 10 16 21

15 15 15

2 15 19 25

15 15 15

3 1 1 1

45 45 45

4 1 1 2

15 15 15

5 3 4 4

15 15 15

6 4 5 7

15 15 15

7 6 8 8

15 15 15

8 7 9 10

15 15 15

9 10 10 11

15 15 15

10 9 11 11

15 15 15

11 12 15 1815 15 15

12 14 19 25

15 15 15

13 13

14 14

15 15

16 16

17

18

19

20

21

22

X = 0453235 Y = 9861298 Dec 21 2014

- Sofyan Djafar

Rotary Core Drilling M Ridwan ST MEng

BOR HOLE No

SOIL TEST - STANDART PENETRATION TEST (SPT) BH-07Security Building

Kec Batui KabLuwuk DATE COMMENCED Dec 20 2014

1 1

DEPTH

(-m)

THICKNESS(m)

GWL(m)

SYMBOL

VISUAL DESCRIPTION

COLOR

UNDISTURBED

SAMPLE

1 Stif f - Gravelly clay b ro wn ish wh ite 37

2

SPTNo

STANDARD PENETRATION TEST

(ASTM - D1586)

N VALUENUMBER OF BLOWS

N

43

5

44

3Sandy clay Greenish Grey

UDS 018Grey

2

Grey8

19

9

612

716

Medium dense - fine Sand

1244

21

10 UDS 0222

11 Dense - gravelly sand Grey 33

23

24

25

26

Loose - Fine Sand

29

30

27

28

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80 1 00

END OF BORE HOLE 1200 M

SOIL INVESTIGATION SOIL LABORATORY TESTING SOIL TESTING EQUIPMENT SUPPLIER amp TOPOGRAPHY BANDUNG Jl Terusan Batununggal No IA Bojong CP 0878 2266 5264 0813 9145 4460

SAMARINDA JL Wahid Hasyim No 24 (Belakang Primagama) Sempaja 75119 Telp 0541 ndash 7761610 0812 5827 2742MAKASSAR Jl Todopulli 10 No 67 CP 0813 9145 4460 081258272742Email geosindoutamayahoocom geo_sindoyahoocom gu_bdgyahoocom

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 67

PROJECT Security Building Project - DSLNG

LOCATION Kec Batui KabLuwuk

BH07BH06

SOIL LAYER PROFILE

BH06 - BH07

Loose to medium -Fine Sand

N_SPT8 - 20

very soft - sandy clay

N_SPT3 - 4

stiff gravelly clay N_SPT33- 39

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 2 0 40 6 0 8 0

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80

stiff gravelly clay N_SPT37 - 44

very soft -sandy clay

N_SPT2 - 3

Loose to dense -Fine Sand

N_SPT8 - 44

medium to dense -gravelly sand

N_SPT22 - 41

dense - gravellysand N_SPT

33 -44

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 77

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 57

P R O J E C T

L O C A T I O N

COORDINATE DATE COMPLETED

G R O U N D E L E V A T I O N BOR MASTERDRILLER

BORING METHODE SOIL amp MAT ENGINEER

TOTAL DEPTH ( - m ) 1200 m SHEET NO of

N1 N2 N3

Cm Cm Cm

1 10 16 21

15 15 15

2 15 19 25

15 15 15

3 1 1 1

45 45 45

4 1 1 2

15 15 15

5 3 4 4

15 15 15

6 4 5 7

15 15 15

7 6 8 8

15 15 15

8 7 9 10

15 15 15

9 10 10 11

15 15 15

10 9 11 11

15 15 15

11 12 15 1815 15 15

12 14 19 25

15 15 15

13 13

14 14

15 15

16 16

17

18

19

20

21

22

X = 0453235 Y = 9861298 Dec 21 2014

- Sofyan Djafar

Rotary Core Drilling M Ridwan ST MEng

BOR HOLE No

SOIL TEST - STANDART PENETRATION TEST (SPT) BH-07Security Building

Kec Batui KabLuwuk DATE COMMENCED Dec 20 2014

1 1

DEPTH

(-m)

THICKNESS(m)

GWL(m)

SYMBOL

VISUAL DESCRIPTION

COLOR

UNDISTURBED

SAMPLE

1 Stif f - Gravelly clay b ro wn ish wh ite 37

2

SPTNo

STANDARD PENETRATION TEST

(ASTM - D1586)

N VALUENUMBER OF BLOWS

N

43

5

44

3Sandy clay Greenish Grey

UDS 018Grey

2

Grey8

19

9

612

716

Medium dense - fine Sand

1244

21

10 UDS 0222

11 Dense - gravelly sand Grey 33

23

24

25

26

Loose - Fine Sand

29

30

27

28

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80 1 00

END OF BORE HOLE 1200 M

SOIL INVESTIGATION SOIL LABORATORY TESTING SOIL TESTING EQUIPMENT SUPPLIER amp TOPOGRAPHY BANDUNG Jl Terusan Batununggal No IA Bojong CP 0878 2266 5264 0813 9145 4460

SAMARINDA JL Wahid Hasyim No 24 (Belakang Primagama) Sempaja 75119 Telp 0541 ndash 7761610 0812 5827 2742MAKASSAR Jl Todopulli 10 No 67 CP 0813 9145 4460 081258272742Email geosindoutamayahoocom geo_sindoyahoocom gu_bdgyahoocom

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 67

PROJECT Security Building Project - DSLNG

LOCATION Kec Batui KabLuwuk

BH07BH06

SOIL LAYER PROFILE

BH06 - BH07

Loose to medium -Fine Sand

N_SPT8 - 20

very soft - sandy clay

N_SPT3 - 4

stiff gravelly clay N_SPT33- 39

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 2 0 40 6 0 8 0

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80

stiff gravelly clay N_SPT37 - 44

very soft -sandy clay

N_SPT2 - 3

Loose to dense -Fine Sand

N_SPT8 - 44

medium to dense -gravelly sand

N_SPT22 - 41

dense - gravellysand N_SPT

33 -44

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 77

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 67

PROJECT Security Building Project - DSLNG

LOCATION Kec Batui KabLuwuk

BH07BH06

SOIL LAYER PROFILE

BH06 - BH07

Loose to medium -Fine Sand

N_SPT8 - 20

very soft - sandy clay

N_SPT3 - 4

stiff gravelly clay N_SPT33- 39

-15

-14

-13

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 2 0 40 6 0 8 0

-12

-11

-10

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

0 20 40 60 80

stiff gravelly clay N_SPT37 - 44

very soft -sandy clay

N_SPT2 - 3

Loose to dense -Fine Sand

N_SPT8 - 44

medium to dense -gravelly sand

N_SPT22 - 41

dense - gravellysand N_SPT

33 -44

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 77

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081

7232019 Field Testing of Security Building Area (Dslng)

httpslidepdfcomreaderfullfield-testing-of-security-building-area-dslng 77

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983094983081

983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081 983120983141983150983143983141983138983151983154983137983150 983140983137983150 983120983141983150983143983157983146983145983137983150 983123983120983124 983080983106983112983086983088983093983081