field testing of security building area (dslng)
TRANSCRIPT
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