Data Sondir

Project : Pembangunan Gedung Bappeda Kabupaten Bireuen

Ordered by : PT. Wijaya Karya

Location : Jl. Sultan Malikussaleh Bireuen Sub District : Kec. Kota Juang

District/City : Kab. Bireuen

Code/point/depth : LMN/SO1 Date of Testing : 24 Januari 2006

Tested by : MAW Equipment/Method : BBT

Description of soil : ------------

Depth Cone Resistance Sleeve Friction S Sleeve Resistance FR

(m) "CR" (kg/cm2) "SF" (kg/cm

2) (kg/cm) CR/SF 90%.FR 100%.FR 110%FR

0.00 0.00 0.00 0 0

0.20 24.87 0.33 7 75 Clay Clay Clay

0.40 29.87 0.33 13 91 Clay Clay Clay

0.60 29.87 0.33 20 91 Unclassified Unclassified Peat




1.40 49.73 0.66 60 75 Sand+Silt Sand+Silt Sand+Silt

1.60 34.73 0.33 66 105 Sand+Silt Sand+Silt Sand+Silt

1.80 29.73 0.33 73 90 Coarse Sand Sand+Gravel Sand+Gravel

2.00 29.60 0.33 80 90 Sand+Gravel Sand+Gravel Sand+Gravel

2.20 19.60 0.33 86 59 Coarse Sand Sand+Gravel Sand+Gravel



2.80 24.60 0.33 106 75 Sand+Silt Sand+Silt Fine Sand






4.00 54.33 0.66 172 82 Sand+Silt Fine Sand Coarse Sand











6.20 169.06 1.99 278 85 Fine Sand Coarse Sand Sand+Gravel

6.40 169.06 1.99 318 85 Fine Sand Coarse Sand Sand+Gravel

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

43.94 10.23

Estimated Soil

CONE PENETRATION TEST (1)

LABORATORIUM MEKANIKA TANAH

FAKULTAS TEKNIK UNIVERSITAS SYIAH KUALAForm CPT-1-1/4 Page :

Project : Pembangunan Gedung Bappeda Kabupaten Bireuen

Ordered by : PT. Wijaya Karya

Location : Jl. Sultan Malikussaleh Bireuen Sub District : Kec. Kota Juang

District/City : Kab. Bireuen

Code/point/depth : LMN/SO1 Date of Testing : 24 Januari 2006

Tested by : MAW Equipment/Method : BBT


1.65

1.7

1.79

1.75

CONE RESISTANCE AND SLEEVE FRICTION (kg/cm^2)

Form CPT-1-1/4LABORATORIUM MEKANIKA TANAH

Page :FAKULTAS TEKNIK UNIVERSITAS SYIAH KUALA


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

5.20

5.40

5.60

5.80

6.00

6.20

6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

0 20 40 60 80 100 120

Dep

th (

m)

Cone Resistance (kg/cm^2)

Lapisan I qc rata - rata = 19,21 Kg/cm² γt = 1,65 t/m³ γs= 1,70 t/m³

Lapisan II qc rata - rata = 55,19 Kg/cm² γs= 1,79 t/m³


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

5.20

5.40

5.60

5.80

6.00

6.20

6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

0.00 0.50 1.00 1.50 2.00 2.50

Dep

th (

m)

Sleeve Friction (kg/cm^2)

Project : Pembangunan Gedung Pendidikan SMTI Banda Aceh

Ordered by : CV. Bima Optima Persada, Banda Aceh

Location : Jl. Tuanku Hasyim Banta Muda no. 6 Sub District

District/City

Code/point/depth : KLM / SO2 Date of Testing

Tested by : JUN Equipment/Method



(m) "CR" (kg/cm^2) "SF" (kg/cm^2) (kg/cm) CR/SF 90%.FR

0.00 0.00 0.00 0 0

0.20 8.52 0.26 5 33 Clay

0.40 7.26 0.26 10 28 Clay

0.60 8.56 0.26 12 33 Unclassified

0.80 22.56 0.26 21 87 Unclassified

1.00 32.53 0.65 26 50 Unclassified

1.20 32.53 0.65 31 50 Unclassified

1.40 32.03 0.65 55 49 Sand+Silt

1.60 32.03 0.53 79 60 Sand+Silt

1.80 32.03 0.75 83 43 Coarse Sand

2.00 37.03 0.75 99 49 Sand+Gravel

2.20 42.03 0.75 110 56 Coarse Sand

2.40 56.54 0.75 132 75 Sand+Gravel

2.60 71.54 1.33 135 54 Sand+Gravel

2.80 71.54 1.33 166 54 Sand+Silt

3.00 31.04 1.33 188 23 Sand+Silt

3.20 26.04 0.35 199 74 Sand+Gravel

3.40 21.04 0.35 216 60 Sand+Gravel

3.60 21.04 0.35 222 60 Sand+Gravel

3.80 31.04 0.65 235 48 Sand+Gravel

4.00 35.55 0.65 246 55 Sand+Silt

4.20 35.55 0.88 265 40 Sand+Silt

4.40 30.55 0.88 310 35 Sand+Silt

4.60 25.55 0.88 320 29 Sand+Silt

4.80 20.55 0.88 344 23 Sand+Gravel

5.00 20.05 0.66 365 30 Sand+Gravel

5.20 25.05 0.66 389 38 Sand+Gravel

5.40 25.05 0.66 401 38 Sand+Gravel

5.60 25.05 0.66 409 38 Sand+Gravel

5.80 25.05 0.66 413 38 Sand+Silt

6.00 38.57 0.66 429 58 Sand+Silt

6.20 38.07 0.79 433 48 Fine Sand

6.40 38.07 0.79 459 48 Fine Sand

6.60 38.07 0.79 466 48 Sand+Gravel

6.80 33.07 0.42 478 79 Sand+Gravel

7.00 33.07 0.42 497 79 Sand+Gravel

7.20 37.58 0.42 506 89 Sand+Gravel

7.40 37.58 0.78 515 48 Fine Sand

Estimated Soil

FAKULTAS TEKNIK UNIVERSITAS SYIAH KUALAForm CPT-1-1/4



7.60 42.58 0.78 526 55 Clay

7.80 52.58 0.78 537 67 Sand+Gravel

8.00 52.58 0.78 547 67 Fine Sand

8.20 57.08 0.78 566 73 Fine Sand

8.40 57.08 1.35 578 42 Fine Sand

8.60 62.08 1.35 583 46 Sand+Gravel

8.80 62.08 1.35 598 46 Clay

9.00 56.56 1.35 611 42 Peat

9.20 57.08 1.44 632 40 Peat

9.40 62.08 1.44 644 43 Peat

9.60 62.08 1.44 653 43 Peat

9.80 62.08 1.44 663 39 Peat

10.00 56.56 1.44 678 44 Peat

20.81 48.82 27.30



: Kuta Alam Location : Jl. Tuanku Hasyim Banta Muda no. 6

: Banda Aceh

: 24 Januari 2006 Code/point/depth : KLM / SO2

: BBT Tested by : JUN


100%.FR 110%FR

Clay Clay

Clay Clay

Unclassified Peat

Unclassified Peat

Unclassified Peat

Unclassified Peat

Sand+Silt Sand+Silt

Sand+Silt Sand+Silt

Sand+Gravel Sand+Gravel





Sand+Silt Fine Sand

Sand+Silt Fine Sand





Fine Sand Coarse Sand









Sand+Silt Fine Sand

Sand+Silt Fine Sand

Coarse Sand Sand+Gravel







Estimated SoilCONE RESISTANCE AND SLEEVE FRICTION (kg/cm^2)


FAKULTAS TEKNIK UNIVERSITAS SYIAH KUALA FAKULTAS TEKNIK UNIVERSITAS SYIAH KUALA

LABORATORIUM MEKANIKA TANAHPage : Form CPT-1-1/4

CONE PENETRATION TEST (1) CONE PENETRATION TEST (2)

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

5.20

5.40

5.60

5.80

6.00

6.20

6.40

0 20 40 60 80 100

Dep

th (

m)


Lapisan I qc rata - rata = 20,81 Kg/cm² γt = 1,65 t/m³ γs= 1,70 t/m³

Lapisan II qc rata - rata = 48,82 Kg/cm γs= 1,79 t/m³


Sand+Silt Sand+Silt






Sand+Silt Sand+Silt

Peat Peat

Peat Peat

Peat Peat

Peat Peat

Peat Clay

Peat Clay

6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

: Pembangunan Gedung Pendidikan SMTI Banda Aceh

Sub District : Kuta Alam

District/City : Banda Aceh

Date of Testing : 24 Januari 2006

Equipment/Method : BBT


LABORATORIUM MEKANIKA TANAHPage :

FAKULTAS TEKNIK UNIVERSITAS SYIAH KUALA


100 120

Kg/cm²

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

5.20

5.40

5.60

5.80

6.00

6.20

0 20 40 60 80 100 120

Dep

th (

m)

Cone Resistance (kg/cm^2) 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

5.20

5.40

5.60

5.80

6.00

6.20

6.40

6.60

6.80

0.00 0.50

Dep

th (

m)

Sleeve Friction (kg/cm^

6.20

6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

1.00 1.50 2.00

Sleeve Friction (kg/cm^2)



Location : Jl. Tuanku Hasyim Banta Muda no. 6 Sub District

District/City

Code/point/depth : KLM / SO1 Date of Testing

Tested by : JUN Equipment/Method



(m) "CR" (kg/cm2) "SF" (kg/cm

2) (kg/cm) CR/SF 90%.FR

0.00 0.00 0.00 0 0

0.20 7.50 0.13 3 58 Clay

0.40 8.50 0.13 5 65 Clay

0.60 11.45 0.33 12 35 Unclassified

0.80 15.64 0.33 19 47 Unclassified

1.00 28.02 0.33 25 85 Unclassified

1.20 28.02 0.33 32 85 Unclassified

1.40 30.20 1.11 52 27 Sand+Silt

1.60 28.60 1.11 72 26 Sand+Silt

1.80 34.20 1.11 85 82 Coarse Sand

2.00 54.78 1.11 92 49 Sand+Gravel

2.20 68.54 0.89 105 82 Coarse Sand

2.40 58.63 0.99 118 97 Sand+Gravel

2.60 58.63 1.11 132 97 Sand+Gravel

2.80 54.23 1.11 158 49 Sand+Silt

3.00 78.65 1.44 185 55 Sand+Silt

3.20 78.51 1.44 205 95 Sand+Gravel

3.40 63.25 1.44 218 44 Sand+Gravel

3.60 81.25 1.44 231 56 Sand+Gravel

3.80 32.12 1.35 244 24 Sand+Gravel

4.00 24.06 0.55 271 44 Sand+Silt

4.20 28.57 0.55 298 52 Sand+Silt

4.40 33.57 0.55 324 61 Sand+Silt

4.60 33.57 0.55 351 61 Sand+Silt

4.80 38.57 0.87 364 44 Sand+Gravel

5.00 43.07 0.87 377 50 Sand+Gravel

5.20 43.07 0.87 390 50 Sand+Gravel

5.40 38.07 0.87 404 44 Sand+Gravel

5.60 38.07 0.44 417 87 Sand+Gravel

5.80 42.58 0.77 430 59 Sand+Silt

6.00 42.58 0.77 443 59 Sand+Silt

6.20 47.58 0.77 457 74 Fine Sand

6.40 52.58 0.89 470 74 Fine Sand

6.60 57.08 1.13 483 51 Sand+Gravel

6.80 62.08 1.13 496 55 Sand+Gravel

7.00 62.08 1.13 510 55 Sand+Gravel

7.20 52.08 1.13 523 46 Sand+Gravel

7.40 49.33 1.13 536 74 Fine Sand

Estimated Soil

Form CPT-1-1/4LABORATORIUM MEKANIKA TANAH



7.60 29.33 0.66 549 44 Clay

7.80 34.33 0.66 556 52 Sand+Gravel

8.00 24.33 0.66 563 37 Fine Sand

8.20 24.33 0.25 569 97 Fine Sand

8.40 24.33 0.25 576 97 Fine Sand

8.60 29.33 0.25 582 117 Sand+Gravel

8.80 29.33 0.25 596 117 Clay

9.00 14.33 0.25 609 57 Peat

9.20 14.33 0.26 622 55 Peat

9.40 14.33 0.66 635 22 Peat

9.60 14.33 0.66 649 22 Peat

9.80 19.33 0.66 662 29 Peat

10.00 19.33 0.66 675 29 Peat



: Kuta Alam Location : Jl. Tuanku Hasyim Banta Muda no. 6

: Banda Aceh

: 24 Januari 2006 Code/point/depth : KLM / SO1

: BBT Tested by : JUN


100%.FR 110%FR

Clay Clay

Clay Clay

Unclassified Peat

Unclassified Peat

Unclassified Peat

Unclassified Peat

Sand+Silt Sand+Silt

Sand+Silt Sand+Silt






Sand+Silt Fine Sand

Sand+Silt Fine Sand














Sand+Silt Fine Sand

Sand+Silt Fine Sand








Estimated SoilCONE RESISTANCE AND SLEEVE FRICTION (kg/cm^2)



LABORATORIUM MEKANIKA TANAHPage : Form CPT-1-1/4


CONE PENETRATION TEST (1) CONE PENETRATION TEST (2)

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

5.20

5.40

5.60

5.80

6.00

6.20

6.40

0 20 40 60 80 100 120

Dep

th (

m)


Sand+Silt Sand+Silt






Sand+Silt Sand+Silt

Peat Peat

Peat Peat

Peat Peat

Peat Peat

Peat Clay

Peat Clay

6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

: Pembangunan Gedung Pendidikan SMTI Banda Aceh

Sub District : Kuta Alam

District/City : Banda Aceh

Date of Testing : 24 Januari 2006

Equipment/Method : BBT


LABORATORIUM MEKANIKA TANAHPage :



120

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

5.20

5.40

5.60

5.80

6.00

6.20

6.40

0 20 40 60 80 100 120

Dep

th (

m)


6.40

6.60

6.80

7.00

7.20

7.40

7.60

7.80

8.00

8.20

8.40

8.60

8.80

9.00

9.20

9.40

9.60

9.80

10.00

Nama

Kolom

Lap.

Tanah

B

( m )

L

( m )

A

( m² )

Dw

( m )

Df

( m )

γt

( t/m³ )

γs

( t/m³ )

γw

( t/m³ )

γ

( t/m³ )

c

( t/m³ )

J10 I 1.60 1.60 2.56 1.00 1.30 1.65 1.70 1.00 0.65 0.93

R8 I 1.10 1.10 1.21 1.00 1.00 1.65 1.70 1.00 0.65 0.93

N7 &

O7I 1.50 1.90 2.85 1.00 1.30 1.65 1.70 1.00 0.65 0.93

0.81

0.91 1.78 1100.87

BNNENccq qfult '4,0' 1,3

Ef (t/m²) Ø ( º ) Nc Nγ Nq SF eQult

(t/m²)

Qall

(t/m²)

Pall

(t/m²)

P Titik

+ Wp

(ton)

1.86 24 23.40 7.90 11.40 3.00 0.2151 52.78 17.59 45.04 42.70

1.65 24 23.40 7.90 11.40 3.00 0.2151 49.36 16.45 19.91 7.09

1.86 24 23.40 7.90 11.40 3.00 0.2151 52.58 17.53 49.95 49.28

0.0161818

Nama

Kolom

B

( m )

L

( m )

Tebal

Pondasi

( m )

Berat Pondasi,

Wp (

ton )

J10 1.60 1.60 0.40 2.80

R8 1.10 1.10 0.40 1.39

N7 & O7 1.50 1.90 0.40 3.08

Nama

Kolom

Lapisan

Tanah

B

(m)

L

(m)

A

(m²)

Dw

(m)

Df

(m)

γ

(t/m³)

Ef

(t/m²)

Qult

(t/m²)

Qall

(t/m²)

Pall

(t/m²)

P Titik

(ton)

J10 I 1.60 1.60 2.56 1.00 1.30 0.65 1.86 52.78 17.59 45.04 42.70

R8 I 1.10 1.10 1.21 1.00 1.00 0.65 1.65 49.36 16.45 19.91 7.09

N7 & O7 I 1.50 1.90 2.85 1.00 1.30 0.65 1.86 52.58 17.53 49.95 49.28

Nama

Kolom

B

( m )

L

( m )

Pall

(t/m²)e x

B'

( m )x

L'

( m )

Qult

(t/m²)

J10 1.60 1.60 45.04 0.2151 2.771 7.14 2.771 7.14 52.781

R8 1.10 1.10 19.91 0.2151 1.905 4.91 1.905 4.91 49.360

N7 & O7 1.50 1.90 49.95 0.2151 2.598 6.70 3.291 8.48 52.576

Cc z H Po' ΔP Sc S total

0.044 1.6 1.10 3.079 0.883 0.439 2.258

0.044 1.1 0.30 2.447 0.826 0.138 1.310

0.044 1.5 1.00 3.000 0.879 0.407 2.287

Ef

(t/m²)qn μ μ² Es Iw Si

1.860 50.921 0.450 0.203 2000 0.560 1.819

1.650 47.710 0.450 0.203 2000 0.560 1.172

1.860 50.716 0.450 0.203 2000 0.620 1.881

Documents

Data Sondir