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CPT DATA
Project : Pembangunan Gedung Kantor
Consultant :
Site ID / Name : BPJS Kesehatan Gorontalo
Testedby : Politeknik Negeri Ujung Pandang
Date of Tested :
No of Point : S3
Depth(m)
Cone
Resistance,
qc(kg/cm2
)
Total
Resistance
(kg/cm2
)
SideFriction,
fsc(kg/cm2
)
Frictional
Resistance
Fr(kg/cm)
TotalFriction,
Tf(kg/cm)
LocalSide
Friction
fsc/10(kg/cm)
0,0 0 0
0,2 5 10
0,4 10 15
0,6 5 10
0,8 5 10
1,0 5 10
1,2 5 10
1,4 5 10
1,6 10 15
1,8 10 20
2,0 10 25
2,2 20 30
2,4 20 35
2,6 20 35
2,8 30 40
3,0 40 50
3,2 50 65
3,4 60 70
3,6 50 60
3,8 30 40
4,0 20 35
4,2 20 30
4,4 20 30
4,6 20 35
4,8 30 40
5,0 70 85
5,2 80 90
5,4 80 90
5,6 90 100
5,8 120 130
6,0 110 120
6,2 110 125
6,4 100 115
6,6 90 105
6,8 90 100
7,0 80 95
7,2 80 90
7,4 50 60
7,6 40 50
Cone Diameter : 3.57 cm
Sleeve Diameter : 3.57 cm
Sleeve Length : 13.35 cm
Cone Tip Area : 10 cm2
Friction Area : 150 cm2
7,8 10 25
8,0 20 30
8,2 40 55
8,4 40 55
8,6 50 60
8,8 60 70
9,0 60 75
9,2 50 60
9,4 40 50
9,6 30 45
9,8 30 45
10,0 30 40
10,2 40 50
10,4 40 55
10,6 50 60
10,8 50 65
11,0 50 65
11,2 80 95
11,4 140 150
11,6 130 140
11,8 130 145
12,0 140 150
12,2 150 160
12,4 160 180
12,6 180 200
BORING LOG
Project :
Contractor :
Site ID / Name :
Tested by :
Date of Tested :
No. of Point : BT
Depth(m)
Ground
Water
Level
SoilProfile
&Sample Description Remark
0 Ground Surface
0,2
Yellowish Brown Loose SAND
End of Excavation
0,4
0,6
0,8
1
1,2
Loose SAND
1,4
1,6
1,8
2
2,2
2,4
2,6
2,8
3
3,2
3,4
3,6
3,8
4
4,2
4,4
4,6
4,8
5
5,2
Medium Dense SAND
5,4
5,6
5,8
6
Flood Elevation : + 0,20 m
Investigated by :
Politeknik Negeri Ujung Pandang
Approved by :

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Kelompok 3

  • 1. CPT DATA Project : Pembangunan Gedung Kantor Consultant : Site ID / Name : BPJS Kesehatan Gorontalo Testedby : Politeknik Negeri Ujung Pandang Date of Tested : No of Point : S3 Depth(m) Cone Resistance, qc(kg/cm2 ) Total Resistance (kg/cm2 ) SideFriction, fsc(kg/cm2 ) Frictional Resistance Fr(kg/cm) TotalFriction, Tf(kg/cm) LocalSide Friction fsc/10(kg/cm) 0,0 0 0 0,2 5 10 0,4 10 15 0,6 5 10 0,8 5 10 1,0 5 10 1,2 5 10 1,4 5 10 1,6 10 15 1,8 10 20 2,0 10 25 2,2 20 30 2,4 20 35 2,6 20 35 2,8 30 40 3,0 40 50 3,2 50 65 3,4 60 70 3,6 50 60 3,8 30 40 4,0 20 35 4,2 20 30 4,4 20 30 4,6 20 35 4,8 30 40 5,0 70 85 5,2 80 90 5,4 80 90 5,6 90 100 5,8 120 130 6,0 110 120 6,2 110 125 6,4 100 115 6,6 90 105 6,8 90 100 7,0 80 95 7,2 80 90 7,4 50 60 7,6 40 50 Cone Diameter : 3.57 cm Sleeve Diameter : 3.57 cm Sleeve Length : 13.35 cm Cone Tip Area : 10 cm2 Friction Area : 150 cm2
  • 2. 7,8 10 25 8,0 20 30 8,2 40 55 8,4 40 55 8,6 50 60 8,8 60 70 9,0 60 75 9,2 50 60 9,4 40 50 9,6 30 45 9,8 30 45 10,0 30 40 10,2 40 50 10,4 40 55 10,6 50 60 10,8 50 65 11,0 50 65 11,2 80 95 11,4 140 150 11,6 130 140 11,8 130 145 12,0 140 150 12,2 150 160 12,4 160 180 12,6 180 200
  • 3. BORING LOG Project : Contractor : Site ID / Name : Tested by : Date of Tested : No. of Point : BT Depth(m) Ground Water Level SoilProfile &Sample Description Remark 0 Ground Surface 0,2 Yellowish Brown Loose SAND End of Excavation 0,4 0,6 0,8 1 1,2 Loose SAND 1,4 1,6 1,8 2 2,2 2,4 2,6 2,8 3 3,2 3,4 3,6 3,8 4 4,2 4,4 4,6 4,8 5 5,2 Medium Dense SAND 5,4 5,6 5,8 6 Flood Elevation : + 0,20 m Investigated by : Politeknik Negeri Ujung Pandang Approved by :