Data Sondir Baru

February 26, 2019 | Author: Zaenal Arifin | Category: Sand, Environmental Design, Civil Engineering, Sustainable Building, Sustainable Gardening
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Contoh Data Sondir...

Description

Form CPT-1-2/3

Page :

SOIL INVESTIGATION

CONE PENETRATION TEST (1) Project Location Code/point/depth Tested by Description of soil

: Pembangunan Gedung Mess dan Training Rumah Sakit Jiwa : Komplek Rumah Sakit Jiwa, Jln Kakap District/City : BBK/S03/0000 - 0360 Date of Testing : JU (BBKCPCA0) 000 Equipment/Method : --------Sleeve Resistance

Depth

Cone Re Resistance

Sleeve Fr Friction

FR

( m)

"CR" (kg/cm^2)

"SF" (kg/cm^2)

(kg/cm)

CR/SF

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60

0.00 4.90 4.90 9.81 14.71 19.71 24.62 14.81 14.81 49.14 73.75 112.98 127.69 152.21 162.02 142.50 137.60 176.83 176.83

0.00 0.20 0.33 0.65 0.33 0.33 0.33 0.33 0.98 1.31 0.65 0.98 1.11 1.63 2.29 1.96 1.96 2.62 2.62

0 4 10 24 30 37 43 50 69 95 109 128 150 183 229 268 307 360 412

1 25 15 15 45 60 75 45 15 38 113 115 115 93 71 73 70 68 68

: Banda Aceh : 05-05-2001 : BBT Estimated Soil

90%.FR

100%.FR

110%FR

- --

-- -

- --

Peat

Peat

Peat

- --

-- -

- --

- --

-- -

- --

Clay

Sand+Silt

Sand+Silt

Sand+Silt

Sand+Silt

Fine Sand

Fine Sand

Coarse Sand

Sand+Gravel

Clay

Sand+Silt

Sand+Silt

- --

-- -

- --

Clay

Clay

Clay

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Fine Sand

Fine Sand

Coarse Sand

Fine Sand

Coarse Sand

Coarse Sand

Fine Sand

Fine Sand

Coarse Sand

Sand+Silt

Fine Sand

Coarse Sand

Sand+Silt

Fine Sand

Coarse Sand

Form CPT-1-2/3

Page :

SOIL INVESTIGATION

CONE PENETRATION TEST (2) Project Location

: Pembangunan Gedung Mess dan Training Rumah Sakit Jiwa : Komplek Rumah Sakit Jiwa, Jln Kakap District/City :BBK/S03/0000 - 0360 Date of Testing : JU (BBKCPCA0) 000 Equipment/Method : --------yyy

Code/point/depth Tested by Description of soil

: Banda Aceh : 05-05-2001 : BBT

SLEEVE FRICTION (kg/cm^2)

Cone Resistance (kg/cm^2)

Sleeve Friction (kg/cm^2) 0

0

20

40

60

80

100

120

140

160

180

0

0

0.2 0.2

0.4 0.4

0.6

0.6

0.8

0.8

1

1

1.2

1.2

1.4

1.4

1.6

1.6

1.8

   )   m    (    h    t   p   e    D

2

2.2

2.4

2.6

2.8

3

   )   m    (    h    t   p   e    D

1.8

2

2.2

2.4

2.6

2.8

3

3.2

3.2

3.4

3.4

3.6

3.6

3.8

3.8 4

4

0.5

1

1.5

2

2.5

3

SOIL INVESTIGATION

Form CPT-01-1/3

Page :

CONE PENETRATION TEST (1) Project Location

: Pembangunan Gedung Mess dan Training Rumah Sakit Jiwa Banda Aceh : Komplek Rumah Sakit Jiwa, Jln Kakap District/City : Banda Aceh : BBK/S01/0000 - 0500 Date of Testing : 05-05-2001 : JU (BBKCPCA0) 000 Equipment/Method : BBT : ---------

Code/point/depth Tested by Description of soil

Sleeve Resistance

Depth

Cone Resistance

Sleeve Friction

FR

Estimated Soil

(m)

"CR" (kg/cm^2)

"SF" (kg/cm^2)

(kg/cm)

CR/SF

90%.FR

100%.FR

110%FR

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00

0.00 1.96 1.96 2.94 2.94 3.04 3.04 3.04 5.98 12.85 21.78 29.62 44.33 57.08 73.75 73.85 117.98 137.60 113.08 98.37 108.28 113.18 118.08 127.89 152.41 162.32

0.00 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.26 0.20 0.26 0.98 0.98 0.78 0.98 1.63 1.31 1.63 1.31 1.63 1.31 1.63 1.31 1.31 1.63 1.63

0 3 5 8 10 13 16 18 24 27 33 52 72 88 107 140 166 199 225 258 284 316 343 369 401 434

15 15 15 23 23 23 23 23 23 64 84 30 45 73 75 45 90 84 86 60 83 69 90 98 94 100

---

---

---

---

---

---

---

---

---

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Peet

Sand+Silt

Fine Sand

Coarse Sand

Coarse Sand

Sand+Gravel

Sand+Gravel

Peet

Clay

Clay

Clay

Sand+Silt

Sand+Silt

Fine Sand

Coarse Sand

Sand+Gravel

Fine Sand

Coarse Sand

Sand+Gravel

Clay

Sand+Silt

Sand+Silt

Sand+Gravel

Sand+Gravel

Sand+Gravel

Coarse Sand

Sand+Gravel

Sand+Gravel

Coarse Sand

Sand+Gravel

Sand+Gravel

Sand+Silt

Sand+Silt

Fine Sand

Coarse Sand

Sand+Gravel

Sand+Gravel

Fine Sand

Fine Sand

Coarse Sand

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Sand+Gravel

Form CPT-01-1/3

Page :

SOIL INVESTIGATION

CONE PENETRATION TEST (1) Project Location

: Pembangunan Gedung Mess dan Training Rumah Sakit Jiwa Banda : Komplek Rumah Sakit Jiwa, Jln Kakap District/City : BBK/S01/0000 - 0500 Date of Testing : JU (BBKCPCA0) 000 Equipment/Method : ---------

Code/point/depth Tested by Description of soil

1

Sleeve Friction (kg/cm^2) 0.00

20

40

60

80

100

120

140

160

180

0.00

0.00

0.20 0.20

0.40 0.40

0.60 0.60

0.80

1.00

1.20

   )   m    (    h    t   p   e    D

0.80

1.00

1.20

1.40

1.40

1.60

1.60

1.80

1.80

2.00

2.00

2.20

2.40

2.60

2.80

3.00

3.20

3.40

3.60

: Banda Aceh : 05-05-2001 : BBT

2

Cone Resistance (kg/cm^2) 0

Aceh

2.20

   )   m2.40    (    h    t   p 2.60   e    D 2.80

3.00

3.20

3.40

3.60

3.80

3.80 4.00

4.00 4.20

4.20 4.40

4.40 4.60

4.60 4.80

4.80 5.00

5.00

0.50

1.00

1.50

2.00

SOIL INVESTIGATION

Form CPT-1-2/3

Page :

CONE PENETRATION TEST (1) Project Location Code/point/depth Tested by Description of soil

: Pembangunan Gedung Mess dan Training Rumah Sakit Jiwa Banda Aceh : Komplek Rumah Sakit Jiwa, Jln Kakap District/City : Banda Aceh : BBK/S02/0000 - 0360 Date of Testing : 05-05-2001 : JU (BBKCPBA0) 000 Equipment/Method : BBT : --------Sleeve Resistance

Depth

Cone Resistance

Sleeve Friction

(m)

"CR" (kg/cm^2)

"SF" (kg/cm^2)

(kg/cm)

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60

0.00 1.96 1.96 2.94 2.94 5.00 5.98 11.87 21.68 27.56 39.43 49.24 54.14 103.17 112.98 98.37 142.50 162.12 171.92

0.00 0.13 0.13 0.13 0.13 0.33 0.52 0.52 0.52 0.78 0.65 0.98 0.65 1.31 1.96 1.96 1.31 2.29 2.62

0 3 5 8 10 17 27 38 48 64 77 97 110 136 175 214 241 286 339

- -

FR CR/SF

15 15 23 23 15 12 23 42 35 61 50 83 79 58 50 109 68 68

Estimated Soil 90%.FR

100%.FR

110%FR

---

---

---

---

---

---

---

---

---

Peat

Peat

Peat

Peat

Peat

Peat

---

---

---

---

---

---

Peet

Peet

Peet

Clay

Clay

Sand+Silt

Clay

Clay

Clay

Sand+Silt

Sand+Silt

Fine Sand

Sand+Silt

Sand+Silt

Sand+Silt

Coarse Sand

Sand+Gravel

Sand+Gravel

Coarse Sand

Coarse Sand

Sand+Gravel

Sand+Silt

Sand+Silt

Fine Sand

Sand+Silt

Sand+Silt

Sand+Silt

Sand+Gravel

Sand+Gravel

Sand+Gravel

Fine Sand

Fine Sand

Coarse Sand

Sand+Silt

Fine Sand

Coarse Sand

- CONE PENETRATION TEST (2) Project Location

: Pembangunan Gedung Mess dan Training Rumah Sakit Jiwa : Komplek Rumah Sakit Jiwa, Jln Kakap District/City :BBK/S03/0000 - 0360 Date of Testing : JU (BBKCPCA0) 000 Equipment/Method : ---------

Code/point/depth Tested by Description of soil

: Banda Aceh : 05-05-2001 : BBT

SLEEVE FRICTION (kg/cm^2)

1

2

Cone Resistance (kg/cm^2)

Sleeve Friction (kg/cm^2) 0.00

0

20

40

60

80

100

120

140

160

180

0.00

0.00

0.20 0.20

0.40 0.40

0.60

0.80

   h    t   p   e    D

0.80

1.00

1.00

1.20

1.20

1.40

1.40

1.60

   )   m    (

0.60

1.80

2.00

2.20

2.40

2.60

1.60

   )   m    (    h    t 1.80   p   e    D 2.00

2.20

2.40

2.60

2.80

2.80

3.00

3.00

3.20

3.20

3.40

3.40

3.60

3.60

0.50

1.00

1.50

2.00

2.50

3.00

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