03. lampiran lut.xlsx

Proyek : Tower Telkomsel Tgl. Pengujian : 05/07/2010

Lokasi : Site Karanglo, Karangploso, Malang Dikerjakan : Yn

Titik : BD 01 Diperiksa : Ms

HAND BORING LOG

Kedalaman SimbolDeskripsi Tanah

(meter) Grafik USCS

0.00

CH Tanah permukaan, coklat muda, plastisitas tinggi0.40

MAT1.00

CH Lempung lunak, coklat muda kekuning-kuningan, plastisitas tinggi

2.00Akhir Pemboran

3.00

4.00

Pengambilan tanah untuk benda uji Lempung (CL / CH)

Lanau/Lanau Kelempungan (ML / MH)

LABORATORIUM MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX.04

Catatan :

Lapis tanah permukaan (top soil)

5.00

KEMENTERIAN PENDIDIKAN DAN KEBUDAYAAN NASIONAL

POLITEKNIK NEGERI MALANGLABORATORIUM MEKANIKA TANAH

Jl. Veteran PO.BOX 04 Malang 65145,Telp. (0341) 575750 Fax. (0341) 575750email : [email protected] - [email protected]

N A M A : Lokasi :

N I M : Jl. Soekarno - Hatta no. 9, Kodya Ma Sampel :

Kelompok : Titik/kedalaman :

DOSEN : BH-01 / 02,50 m s/d 15,00 m Tanggal pengujian :

HAND BORING / TEST PIT LOG

Kedalaman SimbolDeskripsi Tanah

(meter) Grafik USCS

Pengambilan tanah untuk benda uji


Catatan :

5.00

E




N A M A : Lokasi :

N I M : Jl. Soekarno - Hatta no. 9, Kodya Sampel :



PENENTUAN KADAR AIR(ASTM D 2216-80)

Titik BH-01 BH-01

Kedalaman (m) 02,50 - 03,00 04,50 - 05,00

No cawan 1 2 3 4 5 6

Berat cawan (gram) 9.59 9.38 10.13 9.50 9.37 9.33

Berat cawan + tanah basah (gram) 21.17 26.31 27.21 20.03 18.59 21.10

Berat cawan + tanah kering (gram) 17.04 20.26 21.12 16.52 15.56 17.20

Berat air (gram) 4.13 6.05 6.09 3.51 3.03 3.90

Berat tanah kering (gram) 7.45 10.88 10.99 7.02 6.19 7.87

Kadar air (w) (%) 55.44 55.61 55.41 50.00 48.95 49.56

(%) 55.49 49.50

LAB. MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX 04




N A M A : Lokasi :




PENENTUAN KADAR AIR(ASTM D 2216-80)

Titik BH-01 BH-01

Kedalaman (m) 02,50 - 03,00 04,50 - 05,00

No cawan 1 2 3 4 5 6

Berat cawan (gram) 9.59 9.38 10.13 9.50 9.37 9.33



Berat air (gram) 4.13 6.05 6.09 3.51 3.03 3.90


Kadar air (w) (%) 55.44 55.61 55.41 50.00 48.95 49.56

(%) 55.49 49.50

[W3]

[W1]

[W2]

[Ww = W1 - W2]

[WS = W2 - W3]

[w = Ww ÷ Ws x 100%]

Kadar air rata-rata (wavg)

[W3]

[W1]

[W2]

[Ww = W1 - W2]

[WS = W2 - W3]

[w = Ww ÷ Ws x 100%]


E

E




N A M A : Lokasi :

N I M : Jl. Soekarno - Hatta no. 9, Kodya Malang Sampel :



BERAT ISI TANAH( ASTM D 2937 - 83 )

Titik BH-01 BH-01

Kedalaman (m) 02,50 - 03,00 04,50 - 05,00

No cetakan 1 2 3 1 2 3

Berat cetakan + tanah basah (gram) 72.76 72.76 73.02 71.64 71.64 72.11

Berat cetakan (gram) 22.08 22.08 22.08 22.08 22.08 22.08

Berat tanah basah (gram) 50.68 50.68 50.94 49.56 49.56 50.03

Diameter cetakan [D] 5.00 5.00 5.00 5.00 5.00 5.00

Tinggi cetakan [t] 1.50 1.50 1.50 1.50 1.50 1.50

Volume cetakan 29.45 29.45 29.45 29.45 29.45 29.45

Berat isi tanah basah (gr/cm³) 1.72 1.72 1.73 1.68 1.68 1.70

Kadar air [w] (%) 55.49 49.50

Berat isi tanah kering (gr/cm³) 1.11 1.11 1.11 1.13 1.13 1.14

Berat isi tanah basah rata-rata (gr/cm³) 1.72 1.69





N A M A : Lokasi :




BERAT ISI TANAH( ASTM D 2937 - 83 )

Titik BH-01 BH-01

Kedalaman (m) 02,50 - 03,00 04,50 - 05,00

No cetakan 1 2 3 1 2 3

Berat cetakan + tanah basah (gram) 72.76 72.76 73.02 71.64 71.64 72.11

Berat cetakan (gram) 22.08 22.08 22.08 22.08 22.08 22.08

Berat tanah basah (gram) #REF! #REF! #REF! #REF! #REF! #REF!

Diameter cetakan [D] 5.00 5.00 5.00 5.00 5.00 5.00

Tinggi cetakan [t] 1.50 1.50 1.50 1.50 1.50 1.50

Volume cetakan (cm³) 29.45 29.45 29.45 29.45 29.45 29.45

Berat isi tanah basah (gr/cm³) #REF! #REF! #REF! #REF! #REF! #REF!

Kadar air [w] (%) 0.00 0.00

Berat isi tanah kering (gr/cm³) #REF! #REF! #REF! #REF! #REF! #REF!

Berat isi tanah basah rata-rata (gr/cm³) #REF! #REF!


[W2]

[W1]

[Wt]

(cm)

(cm)

[V = ¼.p.D².t] (cm³)

[gt = Wt ÷ V]

[gdry = gt ÷ (1 + w]

[W2]

[W1]

[Wt]

(cm)

(cm)

[V = ¼.p.D².t]

[gt = Wt ÷ V]

[gdry = gt ÷ (1 + w]

E

E




N A M A : Lokasi :



DOSEN : BH-01 / 02,50 m s/d 15,00 m Tgl. pengujian :

BERAT JENIS TANAH(ASTM D 854-83)

Titik BH-01 BH-01

Kedalaman (m) 02,50 - 03,00 04,50 - 05,00

No. Piknometer A B C D E F

Berat Piknometer (W1) (gram) 29.69 19.13 35.17 26.93 20.57 30.66

Berat Piknometer + Tanah kering (W2) (gram) 39.73 29.18 45.19 36.97 30.62 40.68

Berat Tanah Kering (Wt= W2-W1) (gram) 10.04 10.05 10.02 10.04 10.05 10.02

Berat Piknometer + Tanah Kering + Air (W3) (gram) 84.37 74.35 94.35 86.34 75.27 86.74

Berat Piknometer + Air (W4) (gram) 78.48 68.55 88.53 80.57 69.52 80.97

Temperatur 27 27 27 27 27 27

Faktor Koreksi Temperatur (K) 0.9995 0.9995 0.9995 0.9995 0.9995 0.9995

Berat Piknometer + Air terkoreksi (W5) 78.44 68.52 88.49 80.53 69.49 80.93

Berat Jenis Tanah (W2-W1)/[(W5-W1)-(W3-W2)] 2.44 2.38 2.41 2.37 2.36 2.38

Berat Jenis Tanah rata-rata 2.41 2.37




N A M A : Lokasi : 0

N I M : Jl. Soekarno - Hatta no. 9, Kodya Sampel : 0

Kelompok : Titik/kedalaman : 0


BERAT JENIS TANAH(ASTM D 854-83)

Titik BH-01 BH-01

Kedalaman (m) 10,50 - 11,00 14,50 - 15,00

No. Piknometer G H I J K L






Temperatur 27 27 27 27 27 27






(Co)

(Co)

E

E




N A M A : Lokasi :

N I M : Jl. Soekarno - Hatta no. 9, K Sampel :



BATAS CAIR DAN BATAS PLASTIS(ASTM D 4318 - 84)

Penentuan Batas Cair

No. Cawan 1 2 3 4 5 6 7 8

Berat cawan + tanah basah (grm) 21.61 24.30 19.98 22.46 21.94 20.80 20.50 21.16

Berat cawan + tanah Kering (grm) 17.43 19.15 16.28 17.98 17.58 17.04 17.50 17.76

Berat cawan (grm) 9.97 9.96 9.49 9.78 9.41 9.93 9.77 9.20

Berat air (grm) 4.18 5.15 3.70 4.48 4.36 3.76 3.00 3.40

Berat tanah kering (grm) 7.46 9.19 6.79 8.20 8.17 7.11 7.73 8.56

Kadar air (w) (%) 56.03 56.04 54.49 54.63 53.37 52.88 38.8 39.72

(%) 56.04 54.56 53.12 39.26

Jumlah ketukan [n] 12 22 33 44

Penentuan Batas Plastis

No. Cawan 9 10

Berat cawan + tanah basah (grm) 18.01 18.38 Liquid Limit (LL) (%) = 50.69

Berat cawan + tanah Kering (grm) 15.81 16.28

Berat cawan (grm) 9.28 9.94 Plastic Limit (PL) (%) = 33.41

Berat air (grm) 2.20 2.10

Berat tanah kering (grm) 6.53 6.34 Plasticity Index (PI) (%) = 17.29

Kadar air (w) (%) 33.69 33.12

(%) 33.41

LABORATORIUM MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX 04

[W1]

[W2]

[W3]

[Ww = W1 - W2]

[WS = W2 - W3]

[w = Ww ÷ Ws x 100%]


[W1]

[W2]

[W3]

[Ww = W1 - W2]

[WS = W2 - W3]

[w = Ww ÷ Ws x 100%]


10 100

38

42

46

50

54

58

62

Jumlah Ketukan

Ka

da

r A

ir (

w)

E



Jl. Veteran PO.BOX 04 Malang 65145,Telp. (0341) 575750 Fax. (0341) 575750

email : [email protected] - [email protected]

N A M A : Lokasi :

N I M : Sampel :


DOSEN : Tanggal pengujian :

DATA UJI ANALISA GRADASI AGREGAT HALUS(SNI 03-1968-1990)

Nomor Nomor Lubang Berat Berat Berat

Urut Saringan Saringan (mm) Ayak Ayak + Benda Uji Benda Uji

# 3/8 # 3/8 9.50 452.55 481.21 28.66

# 4 # 4 4.75 433.26 480.38 47.12

# 10 # 10 2.00 413.74 512.98 99.24

# 20 # 20 0.85 349.57 406.51 56.94

# 40 # 40 0.43 316.53 356.61 40.08

# 100 # 100 0.150 289.07 301.44 12.37

# 200 # 200 0.075 392.79 395.84 3.05

Pan Pan 0.00 445.25 447.79 2.54

Total : 290.00



# 3/8 # 3/8 9.50 452.55 481.21 28.66

# 4 # 4 4.75 433.26 480.38 47.12

# 10 # 10 2.00 413.74 512.98 99.24

# 20 # 20 0.85 349.57 406.51 56.94

# 40 # 40 0.43 316.53 356.61 40.08

# 100 # 100 0.150 289.07 301.44 12.37

# 200 # 200 0.075 392.79 395.84 3.05

Pan Pan 0.00 445.25 447.79 2.54

Total : 290.00



# 3/8 # 3/8 9.50 452.55 481.21 28.66

# 4 # 4 4.75 433.26 480.38 47.12

# 10 # 10 2.00 413.74 512.98 99.24

# 20 # 20 0.85 349.57 406.51 56.94

# 40 # 40 0.43 316.53 356.61 40.08

# 100 # 100 0.150 289.07 301.44 12.37

# 200 # 200 0.075 392.79 395.84 3.05Pan Pan 0.00 445.25 447.79 2.54

Total : 290.00






N A M A : Lokasi :

N I M : Sampel :



HASIL UJI ANALISA GRADASI AGREGAT HALUS(SNI 03-1968-1990)

Nomor Lubang Tertahan % Komulatif

saringan saringan (mm) Gram % Tertinggal Lolos

# 3/8 9.50 28.66 9.88 9.88 90.12

# 4 4.75 47.12 16.25 26.13 73.87

# 10 2.00 99.24 34.22 60.35 39.65

# 20 0.85 56.94 19.63 79.99 20.01

# 40 0.425 40.08 13.82 93.81 6.19

# 100 0.150 12.37 4.27 98.07 1.93

# 200 0.075 3.05 1.05 99.12 0.88

Pan 0.00 2.54 0.88 100.00 0.00

Jumlah 290.00 100

0.542 Cu = 6.707 Klasifikasi tanah :

1.435 Cc = 1.0453.635 GP-GM AASHTO =


D10 =

D30 = USCS =

D60 =

0.000.010.101.0010.00

0

10

20

30

40

50

60

70

80

90

100

Ukuran Butiran (mm)

Pro

sen

tase

Lo

los

(%)

LempungLanauPasir

Kasar s/d Sedang HalusKerikil





N A M A : Lokasi :

N I M : Sampel :



DATA AYAK UJI ANALISIS HIDROMETER(SNI 03-1968-1990)



# 10 # 10 2.00 433.26 480.38 47.12

# 20 # 20 0.85 413.74 512.98 99.24

# 60 # 20 0.25 349.57 406.51 56.94

# 40 # 40 0.425 316.53 356.61 40.08

# 100 # 100 0.150 289.07 301.44 12.37

# 200 # 200 0.075 392.79 395.84 3.05

Total : #REF!



# 10 # 10 2.00 433.26 480.38 47.12

# 20 # 20 0.85 413.74 512.98 99.24

# 60 # 20 0.25 349.57 406.51 56.94

# 40 # 40 0.425 316.53 356.61 40.08

# 100 # 100 0.150 289.07 301.44 12.37

# 200 # 200 0.075 392.79 395.84 3.05

Total : #REF!



# 10 # 10 2.00 433.26 480.38 47.12

# 20 # 20 0.85 413.74 512.98 99.24

# 60 # 20 0.25 349.57 406.51 56.94

# 40 # 40 0.425 316.53 356.61 40.08

# 100 # 100 0.150 289.07 301.44 12.37

# 200 # 200 0.075 392.79 395.84 3.05

Total : #REF!



# 10 # 10 2.00 433.26 480.38 47.12

# 20 # 20 0.85 413.74 512.98 99.24

# 60 # 20 0.25 349.57 406.51 56.94# 40 # 40 0.425 316.53 356.61 40.08# 100 # 100 0.150 289.07 301.44 12.37# 200 # 200 0.075 392.79 395.84 3.05

Total : #REF!





N A M A : Lokasi :

N I M : Jl. Soekarno - Hatta no. 9, Sampel :



ANALISIS HIDROMETER(ASTM D 422 - 72)

Data Pengujian:

Nomor Hidrometer : 87329A Berat jenis tanah (Gs) : 2.41

Koreksi Meniscus : 1 Berat contoh tanah : 50 gr

Koreksi thd nol Hid : -2.5

Waktu Selang Temp

Bacaan Bacaan Terkoreksi Kedalaman

L/t

Kor. Diameter Persentase

Pembacaan Waktu Hidrometer terkoreksi Meniskus Effektif T & Gs Butiran Lolos

t (min) Ra Rc R L D(mm) (%)

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11)

08.30 0

0.25

0.5 28.0 20.0 25.1 21.0 12.85 25.71 0.0134 0.0678 52.79

1 28.0 19.0 24.1 20.0 13.02 13.02 0.0134 0.0483 50.68

2 28.0 17.5 22.6 18.5 13.26 6.63 0.0134 0.0344 47.52

5 28.0 15.5 20.6 16.5 13.59 2.72 0.0134 0.0221 43.31

10 28.0 14.5 19.6 15.5 13.76 1.38 0.0134 0.0157 41.20

15 27.0 13.5 18.1 14.5 13.92 0.93 0.0135 0.0130 38.18

30 27.0 12.0 16.6 13.0 14.17 0.47 0.0135 0.0093 35.03

60 27.0 11.0 15.6 12.0 14.33 0.24 0.0135 0.0066 32.92

120 27.0 10.0 14.6 11.0 14.49 0.12 0.0135 0.0047 30.81

180 27.0 9.0 13.6 10.0 14.66 0.08 0.0135 0.0039 28.71

240 27.0 8.5 13.1 9.5 14.74 0.06 0.0135 0.0034 27.65

300 27.0 8.0 12.6 9.0 14.82 0.05 0.0135 0.0030 26.60

360 27.0 7.5 12.1 8.5 14.90 0.04 0.0135 0.0028 25.55

420 27.0 7.5 12.1 8.5 14.90 0.04 0.0135 0.0026 25.55

1440 26.0 7.0 11.2 8.0 14.99 0.01 0.0137 0.0014 23.64

Ayakan:

No Dia. Jml. Berat tertahan % Kumulatif

Saringan (mm) (Gram) (Gram ) Tertahan Lolos

10 2.000 0.00 0.00 0.00 100.00

20 0.840 0.90 0.90 1.80 98.20

40 0.420 2.40 3.30 6.60 93.40

60 0.250 2.70 6.00 12.00 88.00

100 0.150 4.00 10.00 20.00 80.00

200 0.075 4.20 14.20 28.40 71.60

LABORATORIUM MEKANIKA TANAH - POLITEKNIK UNIBRAW JL.VETERAN PO.BOX. 04 MALANG

oC

Berat tertahan

No.4 No.10 No.20 No.40 No.100 No.200 4.75 2.0 0.840 0.420 0.150 0.075 0.02

E




N A M A : Lokasi :




ANALISIS HIDROMETER(ASTM D 422 - 72)

Catatan:

= 71.60 %

= 0.00 %

LABORATORIUM MEKANIKA TANAH - POLITEKNIK UNIBRAW JL.VETERAN PO.BOX. 04 MALANG

Prosentase lolos Ayakan No.200 (75mm)

Prosentase tertahan Ayakan No.4 (4.75mm)

No.4 No.10 No.20 No.40 No.100 No.200 4.75 2.0 0.840 0.420 0.150 0.075 0.02

0.000.010.101.0010.00

0

10

20

30

40

50

60

70

80

90

100

Ukuran Butiran (mm)

Pro

se

nta

se

Lo

los

(%

)

LempungLanau

Pasir

Kasar s/d Sedang HalusKer

ikil

E

Tabel 6.3 Koreksi (Ct) terhadap temperaturTemp

Ct( C )15 -1.1016 -0.9017 -0.7018 -0.5019 -0.3020 0.0021 0.2022 0.4023 0.7024 1.0025 1.3026 1.6527 2.0028 2.5029 3.0530 3.80

Tabel 6.5 Nilai L (Effective Depth)Bacaan

Hidro koreksi ( L )( R )

0 16.31 16.12 16.03 15.84 15.65 15.56 15.37 15.28 15.09 14.8

10 14.711 14.512 14.313 14.214 14.015 13.816 13.717 13.518 13.319 13.220 13.021 12.922 12.723 12.524 12.425 12.226 12.027 11.928 11.729 11.530 11.431 11.2

14 16 18 20 22 24 26 28 30 32

-2.00

-1.00

0.00

1.00

2.00

3.00

4.00

5.00

f(x) = 0.0134453781512605 x² − 0.302983193277311 x + 0.543434873949575

Ct

0 10 20 30 40 50 60 700.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

f(x) = − 0.163939714436806 x + 16.2968799576943

L

32 11.133 10.934 10.735 10.536 10.437 10.238 10.139 9.940 9.741 9.642 9.443 9.244 9.145 8.946 8.847 8.648 8.449 8.350 8.151 7.952 7.853 7.654 7.455 7.356 7.157 7.058 6.859 6.660 6.5

Tabel 6.2 Koreksi (a) terhadap temperatur Berat Jenis (Gs)

Gs a

2.85 0.962.8 0.97

2.75 0.982.7 0.99

2.65 1.002.6 1.01

2.55 1.022.5 1.04

Tabel 6.4 Nilai L (Effective Depth)Nilai K (Koreksi terhadap Temperatur dan GS)

Temp Berat Jenis Tanah (Gs)( C ) 2.5 2.55 2.6 2.65 2.7 2.7516 0.0151 0.0148 0.0146 0.014417 0.0149 0.0146 0.0144 0.014218 0.0148 0.0144 0.0142 0.014019 0.0145 0.0143 0.0140 0.013820 0.0143 0.0141 0.0139 0.013721 0.0141 0.0139 0.0137 0.013522 0.0140 0.0137 0.0135 0,0p*23 0.0138 0.0136 0.013424 0.0137 0.0134 0.013225 0.0135 0.0133 0.013126 0.0133 0.0131 0.012927 0.0132 0.0130 0.012828 0.0130 0.0128 0.012629 0.0129 0.0127 0.012530 0.0128 0.0126 0.0124

14 16 18 20 22 24 26 28 30 32

-2.00

-1.00

0.00

1.00

2.00

3.00

4.00

5.00

f(x) = 0.0134453781512605 x² − 0.302983193277311 x + 0.543434873949575

Ct

0 10 20 30 40 50 60 700.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

f(x) = − 0.163939714436806 x + 16.2968799576943

L

2.45 2.5 2.55 2.6 2.65 2.7 2.75 2.8 2.85 2.90.90

0.92

0.94

0.96

0.98

1.00

1.02

1.04

1.06

f(x) = − 0.216666666666667 x + 1.57583333333333

a

Berat Jenis Tanah (Gs)2.8 2.85

2.45 2.5 2.55 2.6 2.65 2.7 2.75 2.8 2.85 2.90.90

0.92

0.94

0.96

0.98

1.00

1.02

1.04

1.06

f(x) = − 0.216666666666667 x + 1.57583333333333

a




N A M A : Lokasi :




PEMADATAN TANAH(ASTM D-1556)

Pemadatan Standar : Standart (Proctor)

Diam. Cetakan : cm Tinggi Cetakan : 11.5 cm 982

Jumlah Lapis : 3 Jml Tumbukan : 25 kali Brt Penumbuk : 2.5 kg

Penentuan Kadar Air

No. contoh 1 2 3 4

No. cawan 1 2 3 4 5 6 7 8

Berat tanah basah + cawan (grm) 34.87 33.15 35.75 37.66 40.81 41.69 60.05 59.85

Berat canah kering + cawan (grm) 33.70 32.06 32.82 34.51 35.48 36.41 49.68 49.61

Berat air (grm) 1.17 1.09 2.93 3.15 5.33 5.28 10.37 10.24

Berat cawan (grm) 9.29 9.20 9.35 9.39 9.35 9.43 9.34 9.35

Berat tanah kering (grm) 24.41 22.86 23.47 25.12 26.13 26.98 40.34 40.26

(%) 4.79 4.77 12.48 12.54 20.40 19.57 25.71 25.43

Penentuan Kepadatan

No. contoh 1 2 3 4

Kadar air (%) 4.78 12.51 19.98 25.57

Berat tanah + cetakan (grm) 6241 6400 6516 6225

Berat cetakan (grm) 4567 4567 4567 4567

Berat tanah basah 1674 1833 1949 1658

Berat isi tanah basah 1.70 1.87 1.98 1.69

Berat isi tanah kering 1.627 1.659 1.654 1.344

Kadar Air Optimum : 12.50 %, Kepadatan Kering Maks. : 1.710

LAB. MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX.04

Volume [Vt] : cm3

[W1]

[W2]

[Ww = W1 - W2]

[W3]

[WS = W2 - W3]

Kadar air, (w) [w = Ww ÷ Ws x 100%]

[wavrg]

[WA]

[WB]

[Wt = WA - WB] (gr/cm3)

[gt = Wt ÷ Vt] (gr/cm3)

[gdry = gt ÷ (1 + w)] (gr/cm3)

grm/cm3

2 4 6 8 10 12 14 16 18 20 22 24 26 28 30

1.30

1.35

1.40

1.45

1.50

1.55

1.60

1.65

1.70

1.75

1.80

Kadar air (%)

Be

rat

isi

tan

ah

ke

rin

g (

kg

/cc

)




N A M A : Lokasi :



DOSEN : BH-01 / 02,50 m s/d 15,00 mTgl. pengujian :

CBR LABORATORIUM(ASTM D 1883 - 87) - (SNI 03-1744-1990)

Perhitungan Kadar Air Perhitungan Berat Isi Tanah

No Contoh 1 2 Berat Tanah + Cetakan (gram) 8584

Berat Tanah Basah + Cawan (gram) 42.00 43.04 Berat Cetakan (gram) 4979

Berat Tanah Kering + Cawan (gram) 39.49 40.43 Berat Tanah (gram) 3605

Berat Air (gram) 2.51 2.61 Diameter Cetakan (cm) 15.2

Berat Cawan (gram) 9.29 9.20 Tinggi Cetakan (cm) 11.65

Berat Tanah Kering (gram) 30.20 31.23 Volume Cetakan 2113

Kadar Air % 8.31 8.36 Berat Isi Tanah Basah 1.71

Kadar Air rata-rata % 8.33 Berat Isi Tanah Kering 1.57

Beban - Penetrasi

PenetrasiAtas Bawah

Bacaan Beban Bacaan Beban

(mm) (div) (lbf) (div) (lbf)

0.0 0 0 0 0

0.5 27 75 32 88

1.0 56 146 58 151

1.5 85 218 79 203

2.0 112 284 98 250

2.5 135 340 115 291

3.0 158 397 129 326

3.5 189 473 143 360

4.0 200 500 162 407

4.5 219 547 175 439

5.0 239 596 232 579

7.5 339 841 298 741

10.0 434 1074 357 885

12.5 512 1266 420 1040

Serial kN

Penetrasi (mm)Atas Bawah

2.5 5.0 2.5 5.0

CBR 11.42 13.59 9.91 12.97

10.67

13.28

Catatan:CBRrendaman 2 hari :

2,91 mm = 2.498 %

LABORATORIUM MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL. VETERAN PO BOX 04

[W1]

[W2]

[Ww = W1 - W2]

[W3]

[WS = W2 - W3] (cm3)

[w = Ww ÷ Ws x 100%] (gram/cm3)

[wavrg] (gram/cm3)

CBR2,5 mm

CBR5,0 mm

swelling =

0.0 2.5 5.0 7.5 10.0 12.5 15.0

0

100

200

300

400

500

600

700

800

900

1,000

1,100

1,200

1,300

Penetrasi (mm)

Be

ba

n (

lbf)

E




N A M A : Lokasi :

N I M : Jl. Soekarno Sampel :


DOSEN : BH-01 / 02,50Tanggal pengujian :

PENETRASI KERUCUT DINAMIS

( Dynamic Cone Penetrometer / DCP )

Titik No. 01

Bacaan n h (cm) D CBR

0 0 99.0 - - - -

63.18

1 2 97.6 1.4 0.7 33.59 4.52

2 3 96.5 1.1 0.4 69.53 4.52

3 5 94.3 2.2 0.4 56.64 8.45

4 5 92.8 1.5 0.3 87.14 6.65

5 5 91.0 1.8 0.4 70.98 7.45

6 5 89.8 1.2 0.2 112.01 5.78

7 5 87.5 2.3 0.5 53.88 8.69

8 5 86.6 0.9 0.2 154.82 4.83

9 5 83.7 2.9 0.6 41.51 10.04

10 5 82.1 1.6 0.3 81.04 6.92

27.70

11 5 80.3 1.8 0.4 70.98 7.45

12 5 78.8 1.5 0.3 87.14 6.65

13 5 76.6 2.2 0.4 56.64 8.45

14 5 71.3 5.3 1.1 21.06 14.64

15 5 63.8 7.5 1.5 14.25 18.18

Titik No. 02


0 0 100.0 - - - -

Err:502

1 2 100.0 0.0 0.0 Err:502 Err:502

2 3 100.0 0.0 0.0 Err:502 Err:502

3 5 100.0 0.0 0.0 Err:502 Err:502

4 5 100.0 0.0 0.0 Err:502 Err:502

5 5 100.0 0.0 0.0 Err:502 Err:502

6 5 100.0 0.0 0.0 Err:502 Err:502

7 5 100.0 0.0 0.0 Err:502 Err:502

8 5 100.0 0.0 0.0 Err:502 Err:502

9 5 100.0 0.0 0.0 Err:502 Err:502

10 5 100.0 0.0 0.0 Err:502 Err:502

Err:502

11 5 100.0 0.0 0.0 Err:502 Err:502

12 5 100.0 0.0 0.0 Err:502 Err:502

13 5 100.0 0.0 0.0 Err:502 Err:502

14 5 100.0 0.0 0.0 Err:502 Err:502

15 5 100.0 0.0 0.0 Err:502 Err:502

Titik No. 03


0 0 98.8 - - - -

75.84

1 5 95.4 3.4 0.7 34.71 11.09

2 5 94.2 1.2 0.2 112.01 5.78

3 5 92.3 1.9 0.4 66.79 7.71

4 5 90.3 2.0 0.4 63.05 7.96

5 5 88.3 2.0 0.4 63.05 7.96

6 5 87.2 1.1 0.2 123.53 5.48

7 5 86.2 1.0 0.2 137.51 5.16

8 5 85.3 0.9 0.2 154.82 4.83

9 5 84.6 0.7 0.1 205.40 4.13

10 10 84.1 0.5 0.1 654.12 4.34

618.35

11 5 83.8 0.3 0.1 532.82 2.43

12 5 83.7 0.1 0.0 1833.75 1.22

13 5 83.3 0.4 0.1 385.50 2.91

14 5 83.0 0.3 0.1 532.82 2.43

15 5 82.9 0.1 0.0 1833.75 1.22

LABORATORIUM MEKANIKA TANAH - POLITEKNIK NEGERI MALANG

DD (cm) DD. CBR0.33 CBRavg



E

KEMENTERIAN PENDIDIKAN DAN KEBUDAYAAN NASIONALPOLITEKNIK NEGERI MALANG

LABORATORIUM MEKANIKA TANAHJl. Veteran PO.BOX 04 Malang 65145,Telp. (0341) 575750 Fax. (0341) 575750


N A M A : Lokasi :

N I M : Sampel :



PENETRASI KERUCUT DINAMIS( Dynamic Cone Penetrometer / DCP )

LABORATORIUM MEKANIKA TANAH POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX 04 MALANG

0 20 40 60 80 100

0

10

20

30

40

50

60

70

80

90

100

Titik No. 04

Nilai CBR (%)

Ke

da

lam

an

(c

m)

0 20 40 60 80 100

0

10

20

30

40

50

60

70

80

90

100

Titik No. 04

Nilai CBR (%)

Ke

da

lam

an

(c

m)

0 20 40 60 80 100

0

10

20

30

40

50

60

70

80

90

100

Titik No. 04

Nilai CBR (%)

Ke

da

lam

an

(c

m)

E




N A M A : Lokasi :

N I M : Jl. Soekarno - Hatta no. Sampel :


DOSEN : BH-01 / 02,50 m s/d 15,00Tanggal pengujian :

AASHTO T-191-61

Titik SC 01 SC 02 SC 03

0 0 0

(cm) 0 0 0

Berat awal silinder + pasir (gram) 6080 6220 5880

Berat akhir silinder + pasir (gram) 4800 4800 4620

Berat pasir di silinder + kerucut (gram) 1280 1420 1260

Berat pasir di kerucut (gram) 438 438 438

Berat pasir di lubang (gram) 842 982 822

Berat isi pasir 1.45 1.45 1.45

Volume lubang 580 676 566

Berat tanah basah (gram) 1360 1500 1260

Berat isi tanah basah 2.34 2.22 2.23

Kadar air w (%) 5.02 4.68 4.93

Berat isi tanah kering (lap.) 2.23 2.12 2.12

Berat isi tanah kering (lab.) 2.17 2.17 2.17

Derajat kepadatan di lap. D (%) 102.9% 97.6% 97.7%

Kalibrasi Pasir Uji dan Alat

Berat tabung kalibrasi + air (gram) 3175 Keterangan :

Berat tabung kalibrasi + pasir (gram) 3704

Berat tabung kalibrasi (gram) 2004

Vol tabung = berat air 1171

Berat pasir (gram) 1700

Berat isi pasir 1.45

Berat awal silinder + pasir (gram) 6061

Berat akhir silinder + pasir (gram) 5623

Berat pasir di kerucut (gram) 438


KERUCUT PASIR (SAND CONE)

Lapisan (layer)

Tebal lapisan (layer)

w8

w9

w10 = (w8 - w9)

w6 = (w4 - w5)

w11 = (w10 - w6)

gsand (gr/cm3)

Vh = (w11 / gsand) (cm3)

(w7)

gwet = (w7 / Vh) (gr/cm3)

gd-field (gr/cm3)

gd-lab (gr/cm3)

w3

w2 gd-field = gwet / (1 + w)

w1 D = gd-field / gd-lab

(w3-w1)(cm3) gd-lab = gdry maks = MDD

(w2-w1)

gsand(gr/cm3)

w4

w5

w6 = (w4 - w5)

E




N A M A : Lokasi :



DOSEN : BH-01 / 02,50 m s/d 15,00 Tanggal pengujian :

PENENTUAN KADAR AIR

(ASTM D 2216-80)


No cawan 1 2 3 4 5 6

Berat cawan (gram) 9.47 9.23 9.22 9.75 9.14 9.27



Berat air (gram) 0.77 0.84 0.77 0.78 0.59 0.72


(%) 5.66 4.38 4.03 5.33 4.88 4.98

(%) 5.02 4.68 4.93

Titik SC 04 SC 05

No cawan 7 8 9 10

Berat cawan (gram) 10.06 9.33 9.61 15.79

Berat cawan + tnh basah (gram) 25.05 26.19 31.69 35.00

Berat cawan + tnh kering (gram) 23.82 24.73 29.95 33.34

Berat air (gram) 1.23 1.46 1.74 1.66

Berat tanah kering (gram) 13.76 15.40 20.34 17.55

(%) 8.94 9.48 8.55 9.46

(%) 9.21 9.01


Kadar air (w)


Kadar air (w)


PO

LI K N E GE R

NG

AASHTO T-191-61


0 0 0

(cm) 0 0 0

Berat awal tabung + pasir (gram) 6080 6220 5880

Berat akhir tabung + pasir (gram) 4800 4800 4620

Brt. psr dilubang + kerucut (gram) 1280 1420 1260

Berat pasir di kerucut (gram) 438 438 438

Berat pasir di lubang (gram) 842 982 822

Berat isi pasir 1.45 1.45 1.45

Volume lubang 580 676 566

Berat tanah basah (gram) 1360 1500 1260

Berat isi tanah basah 2.34 2.22 2.23

Kadar air w (%) #REF! #REF! #REF!

Berat isi tanah kering (lap.) #REF! #REF! #REF!

Berat isi tanah kering (lab.) 2.17 2.17 2.17

Derajat kepadatan di lap. D (%) #REF! #REF! #REF!

Kalibrasi Pasir Uji dan Alat

Berat tb. kalibrasi + air (gram) 3175 Keterangan :

Berat tb. kalibrasi + pasir (gram) 3704

Berat tabung kalibrasi (gram) 2004

Vol tabung = berat air 1171

Berat pasir (gram) 1700

Berat isi pasir 1.45

Berat awal tabung + pasir (gram) 6061

Berat akhir tabung + pasir (gram) 5623

Berat pasir di kerucut (gram) 438


KERUCUT PASIR (SAND CONE)

Lapisan (layer)

Tebal lapisan (layer)

w6

w7

(w6 - w7)

(w4 - w5)

w10

gsand (gr/cm3)

Vh (cm3)

(w8 - w9)

gwet (gr/cm3)

gd-field (gr/cm3)

gd-lab (gr/cm3)

w3

w2 w10 = (w6 - w7) - (w4 - w5)

w1 Vh = w10 / gsand

(w3-w1)(cm3) gwet = (w8 - w9) / Vh

(w2-w1) gd-field = gwet / (1 + w)

gsand(gr/cm3) D = gd-field / gd-lab

w4 gsand = (w2 - w1) / (w3 - w1)

w5

(w4 - w5)





N I M : Jl. Soekarno - Hatta Sampel : 0


DOSEN : BH-01 / 02,50 m s/d Tanggal pengujian :

GESER LANGSUNG(ASTM D 3080 - 82)

Luas contoh : 36.0 Kadar air : 34.62 % 1.79

No. Contoh 1 2 3

Brt. tanah (kg) 195.00 190.00 194.00

Beban N (kg) 7.00 14.00 21.00

0.194 0.389 0.583

Regangan Bacaan Gaya Teg. Bacaan Gaya Teg. Bacaan Gaya Teg.

horisontal Beban Geser Geser Beban Geser Geser Beban Geser Geser

(mm) (div) (kg) (div) (kg) (div) (kg)

0.00 0 0.00 0.000 0 0.00 0.000 0 0.00 0.000

0.20 18 1.61 0.045 41 3.53 0.098 45 3.87 0.107

0.40 40 3.45 0.096 63 5.37 0.149 93 7.88 0.219

0.60 58 4.95 0.138 83 7.04 0.196 108 9.13 0.254

0.80 78 6.63 0.184 106 8.97 0.249 132 11.14 0.309

1.00 93 7.88 0.219 132 11.14 0.309 163 13.73 0.381

1.20 111 9.39 0.261 152 12.81 0.356 188 15.82 0.440

1.40 122 10.30 0.286 173 14.57 0.405 206 17.33 0.481

1.60 132 11.14 0.309 189 15.91 0.442 226 19.00 0.528

1.80 143 12.06 0.335 202 16.99 0.472 239 20.09 0.558

2.00 153 12.90 0.358 218 18.33 0.509 254 21.34 0.593

2.20 153 12.90 0.358 224 18.83 0.523 268 22.51 0.625

2.40 153 12.90 0.358 233 19.58 0.544 276 23.18 0.644

2.60 240 20.17 0.560 282 23.68 0.658

2.80 244 20.50 0.570 290 24.35 0.676

3.00 247 20.75 0.577 293 24.60 0.683

3.20 248 20.84 0.579 295 24.77 0.688

3.40 248 20.84 0.579 297 24.93 0.693

3.60 248 20.84 0.579 298 25.02 0.695

3.80 298 25.02 0.695

4.00 298 25.02 0.695

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

10.20

10.40

10.60

10.80

11.00

11.20

11.40

11.60

11.80

12.00

LAB. MEKANIKA TANAH - POLITEKNIK NEGERI MALANG JL.VETERAN PO.BOX.04 MALANG

cm2 gt : gr/cm3

sn (kg/cm2)

(kg/cm2) (kg/cm2) (kg/cm2)

PO

LI T

E

K N I K N E GE R I M

ALA

NG




N A M A : Lokasi :

N I M : Jl. Soekarno - Sampel :


DOSEN : BH-01 / 02,50 Tanggal pengujian :

PENGUJIAN KUAT TEKAN BEBAS(ASTM D2166 - 85)

Data Contoh tanah :

Diameter = 37.50 mm Luas / Ao = 11.05

Tinggi (lo) = 81.00 mm Berat tanah = 147.73 gr

Bacaan regangan Bacaan beban Deformasi Unit strain (%) Nilai Beban

(div) (div) P

0 0.0 0.00 0.000 11.049 0.00 0.00

20 2.0 0.20 0.247 11.076 1.27 0.114

40 4.0 0.40 0.494 11.104 1.55 0.140

60 6.0 0.60 0.741 11.132 1.83 0.165

80 9.0 0.80 0.988 11.159 2.26 0.203

100 12.0 1.00 1.235 11.187 2.69 0.240

120 16.0 1.20 1.481 11.215 3.26 0.290

140 21.0 1.40 1.728 11.243 3.97 0.353

160 26.0 1.60 1.975 11.272 4.68 0.415

180 31.0 1.80 2.222 11.300 5.39 0.477

200 36.0 2.00 2.469 11.329 6.10 0.539

220 42.0 2.20 2.716 11.358 6.96 0.613

240 46.0 2.40 2.963 11.386 7.53 0.661

260 50.0 2.60 3.210 11.416 8.10 0.709

280 54.0 2.80 3.457 11.445 8.66 0.757

300 56.0 3.00 3.704 11.474 8.95 0.780

320 59.0 3.20 3.951 11.504 9.38 0.815

340

360

380

400

420

440

460

480

500

520

540

560

580

600

620

640

660

680

700

720

740

760

780

800

820

840

860

880

900

LABORATORIUM MEKANIKA TANAH POLITEKNIK NEGERI MALANG

cm2

Luas terkoreksi

Tegangan deviator

Dl e = Dl / lo A' = Ao/(1-e) s = P / A'

E




N A M A : Lokasi :




PENGUJIAN UJI TEKAN BEBAS(ASTM D2166 - 85)

Contoh TanahUDS

(UDS/DS)

Berat Isi 1.69

Berat Jenis - 2.37

Kadar Air % 49.50

Reg. Runtuh % 3.951

Kohesi 0.408

Catatan:


gr/cm3

kg/cm2

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.80

0.90

1.00

Regangan (%)

Te

ga

ng

an

De

via

tor

(kg

/cm

2)

0.0 0.5 1.0 1.5 2.0 2.5 3.0

0.0

0.5

1.0

1.5

2.0

Tegangan Normal (kg/cm2)

Te

ga

ng

an

Ge

se

r (k

g/c

m2

)

= f 1,52o

E




N A M A : Lokasi :




PENGUJIAN TRIAKSIAL(ASTM D2850-87)

No contoh : No contoh :

Diameter 38.00 mm Luas / Ao 11.35 cm² Diameter 38.00 mm Luas / Ao 11.35 cm² Tinggi (lo) 80.00 mm Berat tanah 141.68 gr Tinggi (lo) 80.00 mm Berat tanah 137.01 gr

Deformasi Unit strain Deformasi Unit strain

(div) (div) P (div) (div) P

0 0.0 0 0 11.340 0 0 0 0.0 0 0 11.340 0 0

20 10.0 0.20 0.003 11.368 2.307 0.203 20 3.0 0.20 0.003 11.368 1.320 0.116

40 14.0 0.40 0.005 11.397 2.871 0.252 40 6.0 0.40 0.005 11.397 1.743 0.153

60 15.0 0.60 0.008 11.426 3.012 0.264 60 8.0 0.60 0.008 11.426 2.025 0.177

80 16.0 0.80 0.010 11.455 3.154 0.275 80 11.0 0.80 0.010 11.455 2.448 0.214

100 17.0 1.00 0.013 11.484 3.295 0.287 100 12.0 1.00 0.013 11.484 2.589 0.225

120 17.0 1.20 0.015 11.513 3.295 0.286 120 13.0 1.20 0.015 11.513 2.730 0.237

140 17.0 1.40 0.018 11.542 3.295 0.285 140 15.0 1.40 0.018 11.542 3.012 0.261

160 160

180 180

200 200

220 220

240 240

260 260

280 280

300 300

320 320

340 340

360 360

380 380

400 400

420 420

440 440

460 460

480 480

500 500

520 520

540 540

560 560

580 580

600 600

620 620

640 640

660 660

680 680

700 700

720 720

740 740

760 760

780 780

800 18.0 8.00 0.100 12.600 3.436 0.273 800 16.0 8.00 0.100 12.600 3.154 0.250

820 18.0 8.20 0.103 12.635 3.436 0.272 820 17.0 8.20 0.103 12.635 3.295 0.261

840 18.0 8.40 0.105 12.670 3.436 0.271 840 18.0 8.40 0.105 12.670 3.436 0.271

860 18.0 8.60 0.108 12.706 3.436 0.270 860 19.0 8.60 0.108 12.706 3.577 0.281

880 18.5 8.80 0.110 12.742 3.506 0.275 880 20.0 8.80 0.110 12.742 3.718 0.292

900 18.5 9.00 0.113 12.777 3.506 0.274 900 20.0 9.00 0.113 12.777 3.718 0.291

920 19.0 9.20 0.115 12.814 3.577 0.279 920 21.0 9.20 0.115 12.814 3.859 0.301

940 19.0 9.40 0.118 12.850 3.577 0.278 940 22.0 9.40 0.118 12.850 4.000 0.311

960 19.5 9.60 0.120 12.886 3.647 0.283 960 22.0 9.60 0.120 12.886 4.000 0.310

980 20.0 9.80 0.123 12.923 3.718 0.288 980 23.0 9.80 0.123 12.923 4.141 0.320

1000 1000

LABORATORIUM MEKANIKA TANAH - POLITEKNIK UNIBRAW JL.VETERAN PO.BOX.04 MALANG

Teg. Keliling = 1.0 kg/cm² Teg. Keliling = 2.0 kg/cm²

Bacaan regangan

Bacaan beban

Luas terkoreksi

Nilai Beban

Tegangan deviator

Bacaan regangan

Bacaan beban

Luas terkoreksi

Nilai Beban

Tegangan deviator

Dl e = Dl / lo A' = Ao/(1-e) s = P / A' Dl e = Dl / lo A' = Ao/(1-e) s = P / A'

E




N A M A : Lokasi :




PENGUJIAN TRIAKSIAL(ASTM D2850 - 87)

Jenis Pengujian UU - Test

No. Contoh 1 2

Tekanan lateral 1.00 2.00

Tegangan deviator 0.31 0.35

Regangan runtuh % 4.3 4.3

Berat isi 1.56 1.51

Kadar air % 63.22 63.22

Berat jenis - 2.45 2.45

Kohesi 0.14

Sudut geser dalam deg 1.01

Catatan :

LABORATORIUM MEKANIKA TANAH - POLITEKNIK UNIBRAW JL.VETERAN PO.BOX.04 MALANG

kg/cm2

kg/cm2

gr/cm3

kg/cm2

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0

0.0

0.4

0.8

1.2

1.6

2.0

Tegangan Normal (kg/cm2)

Te

ga

ng

an

Ge

se

r (k

g/c

m2

)

= f 1,52o

0.0 2.0 4.0 6.0 8.0

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

100 kPa 200 kPa

Regangan (%)

Te

ga

ng

an

de

via

tor

(kg

/cm

2)

E




N A M A : Lokasi : N A M A

N I M : Sampel : N I M

Kelompok : Titik/kedalaman : Kelompok

DOSEN : Tanggal pengujian : DOSEN

KONSOLIDASI KONSOLIDASI(ASTM D2435-80) (ASTM D2435-80)

KADAR AIR SESUDAH (AKHIR)

Tanah+Cincin (basah) : 51.48

Tanah+Cincin (kering) : 38.40

Berat Cincin : 9.11

BACAAN PENURUNAN

BEBAN 15" 1 2.15 4 6.15 9 12.15 16 25 36

500 7.820 7.780 7.760 7.750 7.743 7.737 7.734 7.731 7.729 7.725

1,000 7.470 7.440 7.425 7.390 7.382 7.380 7.375 7.370 7.365 7.360

2,000 7.120 7.095 7.070 7.055 7.045 7.035 7.030 7.025 7.015 7.008

4,000 6.690 6.660 6.630 6.615 6.605 6.595 6.589 6.580 6.570 6.561

8,000 6.215 6.170 6.140 6.120 6.110 6.100 6.090 6.082 6.071 6.061

16,000 5.710 5.640 5.600 5.581 5.561 5.550 5.540 5.531 5.519 5.500

8,000 5.410 5.565

2,000 5.735 5.737

0 0.50 1.00 1.47 2.00 2.48 3.00 3.49 4.00 5.00 6.00


Tanah+Cincin (basah) : 51.48Tanah+Cincin (kering) : 38.40Berat Cincin : 9.11

BACAAN PENURUNAN

BEBAN 15" 1 2.15 4 6.15 9 12.15 16 25 36500 9.680 9.600 9.520 9.440 9.380 9.335 9.305 9.280 9.260 9.240

1,000 9.140 9.060 9.000 8.940 8.890 8.850 8.820 8.800 8.770 8.7502,000 8.640 8.530 8.425 8.330 8.260 8.210 8.170 8.150 8.110 8.0904,000 7.950 7.790 7.630 7.530 7.450 7.390 7.350 7.320 7.280 7.2608,000 7.040 6.850 6.700 6.580 6.505 6.440 6.405 6.380 6.360 6.345

16,000 6.080 5.910 5.710 5.590 5.500 5.460 5.410 5.385 5.330 5.3258,000 5.4102,000 5.735

0 0.50 1.00 1.47 2.00 2.48 3.00 3.49 4.00 5.00 6.00


Tanah+Cincin (basah) : 51.48Tanah+Cincin (kering) : 38.40Berat Cincin : 9.11

BACAAN PENURUNAN

BEBAN 15" 1 2.15 4 6.15 9 12.15 16 25 36500 9.680 9.600 9.520 9.440 9.380 9.335 9.305 9.280 9.260 9.240

1,000 9.140 9.060 9.000 8.940 8.890 8.850 8.820 8.800 8.770 8.7502,000 8.640 8.530 8.425 8.330 8.260 8.210 8.170 8.150 8.110 8.0904,000 7.950 7.790 7.630 7.530 7.450 7.390 7.350 7.320 7.280 7.2608,000 7.040 6.850 6.700 6.580 6.505 6.440 6.405 6.380 6.360 6.345

16,000 6.080 5.910 5.710 5.590 5.500 5.460 5.410 5.385 5.330 5.3258,000 5.4102,000 5.735

0 0.50 1.00 1.47 2.00 2.48 3.00 3.49 4.00 5.00 6.00



Menentukan t90 Metode Taylor :

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

7.707.717.727.737.747.757.767.777.787.797.807.817.827.837.847.857.867.877.887.897.90

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

7.00

7.01

7.02

7.03

7.04

7.05

7.06

7.07

7.08

7.09

7.10

7.11

7.12

7.13

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

6.056.066.076.086.096.106.116.126.136.146.156.166.176.186.196.206.216.22




: Lokasi :

: Sampel :

: Titik/kedalaman :

: Tanggal pengujian :

KONSOLIDASI(ASTM D2435-80)

Beban = 500 kg Beban = 1,000 kg

Beban = 2,000 kg Beban = 4,000 kg

Beban = 8,000 kg Beban = 16,000 kg


Menentukan t90 Metode Taylor :

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

7.707.717.727.737.747.757.767.777.787.797.807.817.827.837.847.857.867.877.887.897.90

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

7.35

7.36

7.37

7.38

7.39

7.40

7.41

7.42

7.43

7.44

7.45

7.46

7.47

7.48

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

7.00

7.01

7.02

7.03

7.04

7.05

7.06

7.07

7.08

7.09

7.10

7.11

7.12

7.13

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

6.56

6.57

6.58

6.59

6.60

6.61

6.62

6.63

6.64

6.65

6.66

6.67

6.68

6.69

6.70

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

6.056.066.076.086.096.106.116.126.136.146.156.166.176.186.196.206.216.22

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

5.49

5.51

5.53

5.55

5.57

5.59

5.61

5.63

5.65

5.67

5.69

5.71




N A M A : Lokasi :




BERAT JENIS TANAH UNTUK KONSOLIDASI(ASTM D 854-83)

Titik BH-01 BH-01

Kedalaman (m) 02,50 - 03,00 04,50 - 05,00

No. Piknometer A B C D E F






Temperatur 27 27 27 27 27 27









N I M : Jl. Soekarno - Hatta no. 9, Kodya Sampel : 0



BERAT JENIS TANAH UNTUK KONSOLIDASI(ASTM D 854-83)

Titik BH-01 BH-01

Kedalaman (m) 10,50 - 11,00 14,50 - 15,00

No. Piknometer G H I J K L






Temperatur 27 27 27 27 27 27






(Co)

(Co)

E

E

KEMENTERIAN PENDIDIKAN NASIONAL



Kelompok Tgl. pengujian

Lokasi Diuji oleh

Sampel Dikontrol oleh

Titik/Kedalaman


Diameter contoh : 5.00 cm w : 44.66 %

Luas contoh : 19.64 cm² Wt : 42.37 gram

Berat Jenis Tanah : 2.39 Tinggi butir tanah (awal) 2 Ho : 6.24 mm

Pemberian Pembacaan Perbedaan Perubahan Tinggi Angka Pori

T90

Koefisien

Beban Tegangan Akhir Penurunan tinggi contoh ruang 2H-2H0 Konsolidasi

(P) (p) Pembebanan (2H) pori 2H0 (Cv)

(kg) (kg/cm²) (mm) (mm) (mm) (mm) detik (mm²/det)

(1) (2) (3) (4) (5) (6) (7) (8) (9)

0.00 0.00 10.000 15.000 8.761 1.404 0.760

0.50 0.25 9.240 14.240 8.001 1.283 960 0.045

0.490

1.00 0.50 8.750 13.750 7.511 1.204 960 0.042

0.660

2.00 1.00 8.090 13.090 6.851 1.098 735 0.049

0.830

4.00 2.00 7.260 12.260 6.021 0.965 735 0.043

0.915

8.00 4.00 6.345 11.345 5.106 0.819 735 0.037

1.020

16.00 8.00 5.325 10.325 4.086 0.655 540 0.042

(0.085)

8.00 4.00 5.410 10.410 4.171 0.669

(0.325)

2.00 1.00 5.735 10.735 4.496 0.721

5.735

0.00 0.00 0.000 5.000 (1.239) (0.199)

Catatan:


: Pembangunan Proyek TUM : 20/09/2011

: Kalimantan : Yn

: Tanah Asli (Undisturbed) : Ms

: BH-05 / 10,00 m

Data Pengujian :

Kadar air (akhir)

Berat contoh (akhir)

DH

E




Proyek : Pembangunan Proyek TUM Tgl. pengujian : 20/09/2011

Lokasi : Kalimantan Diuji oleh : Yn

Sampel : Tanah Asli (Undisturbed) Dikontrol oleh : Ms

Titik/Kedalaman : BH-05 / 10,00 m



0.1 1 10 100

0.00

0.02

0.04

0.06

0.08

Tegangan (kg/cm²)

Ko

ef.

Ko

ns

olid

as

ic

v (

mm

²/d

et)

0.10 1.00 10.00 100.00

0.40

0.50

0.60

0.70

0.80

0.90

1.00

1.10

1.20

1.30

1.40

1.50

Tegangan (kg/cm²)

An

gk

a P

ori

(e

)

E




Kelompok Tgl. pengujian

Lokasi Diuji oleh

Sampel Dikontrol oleh

Titik/Kedalaman


Diameter contoh : cm w : Luas contoh : cm² Wt : gram Brt. Jenis Tanah : Tinggi butir tnh (awal) 2 Ho : mm

BACAAN PENURUNAN

BEBAN 15" 1 2.15 4 6.15 9 12.15 16 25 36

500

1,000

2,000

4,000

8,000

16,000

8,000 Kadar air akhir : Tanah+Cincin (basah) :

2,000 Tanah+Cincin (kering) :

0 Berat Cincin :

Diameter contoh : cm w : Luas contoh : cm² Wt : gram Brt. Jenis Tanah : Tinggi butir tnh (awal) 2 Ho : mm

BACAAN PENURUNAN

BEBAN 15" 1 2.15 4 6.15 9 12.15 16 25 36

500

1,000

2,000

4,000

8,000

16,000

8,000 Kadar air akhir : Tanah+Cincin (basah) :

2,000 Tanah+Cincin (kering) :

0 Berat Cincin :


: Pembangunan Proyek TUM : 20/09/2011

: Kalimantan : Yn

: Tanah Asli (Undisturbed) : Ms

: BH-05 / 10,00 m

Data Pengujian Titik :Kadar air (akhir)Berat contoh (akhir)

Data Pengujian Titik :Kadar air (akhir)Berat contoh (akhir)

PO

LI T

E

K N I K N E GE RI M

ALA

NG






Sampel Dikontrol oleh : Ms



Diameter contoh : 5.00 cm w : 44.66 %

Luas contoh : 19.64 cm² Wt : 42.37 gram

Berat Jenis Tanah : 2.39 Tinggi butir tanah (awal) 2 Ho : 6.24 mm

Pemberian Pembacaan Perbedaan Perubahan Tinggi Angka Pori T90 Koefisien

Beban Tegangan Akhir Penurunan tinggi contoh ruang 2H-2H0 Konsolidasi

(P) (p) Pembebanan (2H) pori 2H0 (Cv)

(kg) (kg/cm²) (mm) (mm) (mm) (mm) detik (mm²/det)

(1) (2) (3) (4) (5) (6) (7) (8) (9)

0.00 0.00 10.000 15.000 8.761 1.404 0.760

0.50 0.25 9.240 14.240 8.001 1.283 960 0.045

0.490

1.00 0.50 8.750 13.750 7.511 1.204 960 0.042

0.660

2.00 1.00 8.090 13.090 6.851 1.098 735 0.049

0.830

4.00 2.00 7.260 12.260 6.021 0.965 735 0.043

0.915

8.00 4.00 6.345 11.345 5.106 0.819 735 0.037

1.020

16.00 8.00 5.325 10.325 4.086 0.655 540 0.042

(0.085)

8.00 4.00 5.410 10.410 4.171 0.669

(0.325)

2.00 1.00 5.735 10.735 4.496 0.721

5.735

0.00 0.00 0.000 5.000 (1.239) (0.199)

Catatan:


: Tanah Asli (Undisturbed)

Data Pengujian :

Kadar air (akhir)

Berat contoh (akhir)

DH

E






Sampel : Tanah Asli (Undisturbed) Dikontrol oleh : Ms




0.1 1 10 100

0.00

0.02

0.04

0.06

0.08

Tegangan (kg/cm²)

Ko

ef.

Ko

ns

olid

as

ic

v (

mm

²/d

et)

0.10 1.00 10.00 100.00

0.40

0.50

0.60

0.70

0.80

0.90

1.00

1.10

1.20

1.30

1.40

1.50

Tegangan (kg/cm²)

An

gk

a P

ori

(e

)

eo = 1,404Cc = 0,607

Cclap.

e0

0,42.e0

E

DATA GRAFIK T90 CARA TAYLOR : Proyek : Pembangunan Proyek Hauling Roa : Kalimantan / Sungai Babi Titik/Kedalam: BH-05 / 5,00 m

Beban = 500 Beban = 1,000

Beban = 2,000 Beban = 4,000

Beban = 8,000 Beban = 16,000

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

9.62

9.64

9.66

9.68

9.70

9.72

9.74

9.76

9.78

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

9.62

9.64

9.66

9.68

9.70

9.72

9.74

9.76

9.78

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

9.62

9.64

9.66

9.68

9.70

9.72

9.74

9.76

9.78

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

9.62

9.64

9.66

9.68

9.70

9.72

9.74

9.76

9.78

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

9.62

9.64

9.66

9.68

9.70

9.72

9.74

9.76

9.78

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00

9.62

9.64

9.66

9.68

9.70

9.72

9.74

9.76

9.78




N A M A : Lokasi :

N I M : Sampel :



UJI PENETRASI KONUS (ASTM D 3441 - 86)Kedalaman Perlawanan Konus Jml. Perlawanan Hambatan Lekat HLx20 JHL Rasio Gesekan

(m) JP (kg/cm²) HL=(JP-PK)/10 (kg/cm²) (kg/cm) (kg/cm) FR = HL/PK (%)

0.0 0 0 0.0 0.0 0.0 0.00

0.2 8 10 0.2 4 4 2.50

0.4 9 12 0.3 6 10 3.33

0.6 10 16 0.6 12 22 6.00

0.8 16 23 0.7 14 36 4.38

1.0 26 44 1.8 36 72 6.92

1.2 40 70 3.0 60 132 7.50

1.4 80 130 5.0 100 232 6.25

1.6 90 140 5.0 100 332 5.56

1.8 100 150 5.0 100 432 5.00

2.0 120 180 6.0 120 552 5.00

2.2 100 150 5.0 100 652 5.00

2.4 90 130 4.0 80 732 4.44

2.6 70 110 4.0 80 812 5.71

2.8 60 85 2.5 50 862 4.17

3.0 44 72 2.8 56 918 6.36

3.2 44 72 2.8 56 974 6.36

3.4 44 74 3.0 60 1034 6.82

3.6 26 36 1.0 20 1054 3.85

3.8 26 38 1.2 24 1078 4.62

4.0 28 40 1.2 24 1102 4.29

4.2 26 39 1.3 26 1128 5.00

4.4 28 42 1.4 28 1156 5.00

4.6 34 48 1.4 28 1184 4.12

4.8 26 38 1.2 24 1208 4.62

5.0 19 26 0.7 14 1222 3.68

5.2 21 29 0.8 16 1238 3.81

5.4 19 28 0.9 18 1256 4.74

5.6 20 30 1.0 20 1276 5.00

5.8 20 30 1.0 20 1296 5.00

6.0 19 28 0.9 18 1314 4.74

6.2 20 30 1.0 20 1334 5.00

6.4 20 32 1.2 24 1358 6.00

6.6 24 36 1.2 24 1382 5.00

6.8 36 52 1.6 32 1414 4.44

7.0 50 80 3.0 60 1474 6.00

7.2 56 90 3.4 68 1542 6.07

7.4 40 60 2.0 40 1582 5.00

7.6 50 80 3.0 60 1642 6.00

7.8 60 90 3.0 60 1702 5.00

8.0 70 100 3.0 60 1762 4.29

8.2 55 80 2.5 50 1812 4.55

8.4 56 82 2.6 52 1864 4.64

8.6 80 110 3.0 60 1924 3.75

8.8 200 260 6.0 120 2044 3.00

9.0 260 300 4.0 80 2124 1.54

9.2

9.4

9.6

9.8

10.0

PK (kg/cm²)

E




N A M A : Lokasi : :

N I M : Sampel :

Kelompok : Titik/kedalaman : :

DOSEN : Tanggal pengujian : : Ms

UJI PENETRASI KONUS

Catatan:

0 50 100 150 200 250 300

0 500 1000 1500 2000 2500

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

10.0

Perlawanan Ujung KonusJumlah Hambatan Lekat

Perlawanan Ujung Konus (kg/cm2)

Jumlah Hambatan Lekat (kg/cm)

Ked

alam

an p

enet

rasi

(m

)

0 2 4 6 8 10 12

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5

10.0

Rasio Gesekan (%)

Ked

alam

an (

m)

N E

LABORATORIUM MEKANIKA TANAH - POLITEKNIK POLITEKNIK NEGERI MALANG JL. VETERAN PO.BOX 04

KedalamanPk FR Deskripsi

0.00 2.40 57.4 5.2 s iic2.40 4.00 42.8 5.3 vs iic4.00 13.60 52.4 4.6 m iic

> 13.60 >100

1 32.46 8.111.5 33.65 8.412 26.95 6.74

2.5 19.54 4.883 16.31 4.08

3.5 21.87 5.47

LABORATORIUM MEKANIKA TANAH - POLITEKNIK POLITEKNIK NEGERI MALANG JL. VETERAN PO.BOX 04




N A M A : Lokasi :

N I M : Sampel :



BORING LOG & N-SPT

DepthBor Log NILAI SPTSoil Description TEST

(meter) I II III SPT

0.0 0 10 20 30 40 50

1.0

2/15 2/15 3/15 5

2.0

3.0

3/15 3/15 4/15 7

4.0

5.0

1/15 2/15 3/15 5

6.0

7.0

9/15 11/15 8/15 19

8.0

9.0

10/15 43/15 7/3 50

10.0

11.0

60/10 50

12.0

13.0

9/15 20/15 30/13 50

14.0

15.0

7/15 12/15 19/15 31

16.0

17.0

11/15 26/15 24/10 50

18.0

19.0

18/15 46/15 4/2 50

20.0

21.0

18/15 38/15 12/5 50

22.0

23.0

4/15 5/15 7/15 12

24.0

25.0

2/15 3/15 4/15 7

26.0

Catatan : Core Sample 0 to 10 % = Trace

10 to 20 % = Little

SPT 20 to 35 % = Some

35 to 50 % = And


STANDART PENETRATION

5.00

E

03. lampiran lut.xlsx

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