Laporan Soil Test Hotel Everbright Cikokol.pdf

LAPORAN HASIL PENYELIDIKAN TANAH PROYEK : HOTEL EVERBRIGHT CIKOKOL LOKASI : JL. MH. THAMRIN TANGERANG, BANTEN

Kepada : PT. TANINDO CITRA LESTARI Jln. Manyar Kertoarjo I/43 Surabaya, Jawa Timur Oleh

PUTRA DWI MANDIRI Jl. Pahlawan Seribu Komplek Ruko Golden Boulevard Blok D 30 BSD City, Tangerang – Banten Telp. 021 5315 3232, Fax 021 5315 3233. email : [email protected] : [email protected]..

Tangerang, 22 Juli 2015

PUTRA DWI MANDIRI ENGINEERING CONSULTANTS SOIL INVESTIGATION, SURVEYING, DESIGN FOUNDATION, STRUCTURE, BUILDING AUDIT, CONTRACTOR

No. 37/07/L-ST/PD 37/07/L-ST/PDM/15 M/15

Tangerang, Tangeran g, 22 Ju li 2015

Kepada Yth. : PT. TANINDO CITRA LESTARI Jln. Manyar Kertoarjo I/43 Surabaya, Jawa Timur

Up : Bpk. Adi Sutanto Sutanto Hp. : 0815 5100 100 Email : [email protected] [email protected] HAL : LAPORAN PENYELIDIKAN TANAH PROYEK PROYEK : GRAND EVERBRIGHT EVERBRIGHT CIKOKOL LOKA SI : JL. J L. MH. THAMRIN, TANGERANG

Dengan hormat, Berikut ini kami sampaikan Laporan Pekerjaan Penyelidikan Tanah pada Proyek GRAND EVERBRIGHT CIKOKOL di Jln. MH. Thamrin, Tangerang. Demikian kami sampaikan, mudah-mudahan laporan ini dapat berguna sebagai bahan pertimbangan dalam pengambilan keputusan. Atas perhatian dan kepercayaan yang telah diberikan, kami ucapkan terima kasih. Jika masih diperlukan keterangan-keterangan yang berhubungan dengan laporan ini kami selalu bersedia membantu.

Hormat kami,

License : No. SIBP : 0173/P/G-A/DPPB/II-2012 No. SKA : 0283/HATTI/SKA/G-1/IV/2011 HP : 0813 736 99 878

Jl. Pahlawan Seribu, Komplek Ruko Golden Boulevard Blok D 30, BSD City, Tangerang – Tangerang  – Banten Telp. 021 5315 3232, Fax 021 594 93 269, email : [email protected]

Laporan Penyelidikan Tanah Proyek GRAND EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

DAFTAR ISI

Daftar Isi ....................................................................................................................

i

1. PENDAHULUAN .................................................................................................. 1.1. Maksud dan Tujuan 1.2. Lingkup Pekerjaan ............................ ............................................................

1

II. PENYELIDIKAN TANAH .........................................................................................

2 ‐3

III. KONDISI TANAH DASAR ......................................................................................

4 ‐ 5

IV. REKOMENDASI ....................................................................................................

7

V. ANALISA PONDASI ...............................................................................................

1

9 ‐ 12

LAMPIRAN :

‐ ‐ ‐

DENAH DAN FOTO DOKUMENTASI DATA SONDIR DAN BORING TABLE BEARING CAPACITY

Halaman i

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

I.

PEND A HUL U A N 1.1. 1.1. Maksu Maksu d dan Tujuan Penyelidikan tanah ini dilaksanakan untuk perencanaan pondasi pada Proyek Hotel Everbright Cikokol di Jln. MH. Thamrin, Tangerang Maksud dan tujuan dari penyelidikan ini adalah untuk mengetahui data sifat-sifat karakteristik lapisan tanah, daya dukung dan kekuatan tanah yang bermanfaat bagi perencanaan pondasi yang tepat baik ditinjau dari segi teknis maupun ekonomis.

1.2. 1.2. Lin gku p Pekerjaan Pekerjaan Pekerjaan Pekerjaan Lapangan (Field Work ) Pekerjaan lapangan dimaksudkan untuk mendapatkan data jenis tanah dibawah permukaan, sifat-sifat teknis tanah dan daya dukung tanah secara langsung di lapangan. Pekerjaan lapangan ini terdiri dari : 2 (dua) titik deep boring sampai kedalaman 40 m yaitu DB1 & DB2 6 (enam) titik sondir kapasitas kapasitas 2.50 ton yaitu S1 S1 s/d S6

Halaman 1

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

II. PENYEL IDIK A N T A N A H 2.1. 2.1. Penyelidik an Lapangan 2.1.1. Sondir Test sondir telah dilaksanakan dengan mempergunakan alat sondir berat kapasitas 2.50 ton dilengkapi dengan Adhesion Jacket Cone type Begemann yang dapat mengukur nilai perlawanan konus (Cone Resistance) dan hambatan lekat (Local Friction) secara langsung di lapangan. Penyondiran ini dilaksanakan hingga mencapai lapisan tanah keras, dimana nilai perlawanan konus telah mencapai   250 2 kg/cm atau telah mencapai jumlah hambatan lekat 2.50 ton (kapasitas alat). Hasil penyondiran disajikan dalam bentuk diagram sondir yang memperlihatkan hubungan antara kedalaman sondir dibawah muka tanah dan besarnya nilai perlawanan konus (qc) serta jumlah hambatan pelekat (TF). 2.1.2. 2.1.2. Deep Deep Bor ing Deep boring dilaksanakan dengan mempergunakan mesin bor Hydraulic Merk Tone type UD 5 sedalam 40 m. Pemboran dilaksanakan dilaksanakan dengan sistem Rotary Drilling. Tabung inti (Core Barrel) yang dipergunakan adalah Single Core Barrel  73 mm, panjang 1.50 m. Bit yang dipergunakan adalah Tungsten Carbide Bit untuk mengangkut serbuk bor (sirkulasi) selama pemboran, dipergunakan Pompa Merk Nat II, dengan kapasitas 80 liter/menit 2 atau tekanan maksimum 10 kg/cm . Didalam pekerjaan deep boring dilaksanakan pula pekerjaan Standard Penetration Test dan sampling tanah terganggu

2.1.3. 2.1.3. Pengambilan Conto h Tanah Tanah Pengambilan contoh tanah terganggu (Disturbed Sample) dilaksanakan sepanjang kedalaman pemboran dan dimaksudkan untuk penentuan klasifikasi tanah. Hasilnya disajikan didalam bentuk log bor terlampir. Pengambilan contoh tanah asli (undisturbed) dilaksanakan untuk menjalani penyelidikan laboratoris guna penentuan sifat-sifat pengenal maupun sifat teknis dari tanah.

Halaman 2

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

2.1.4. 2.1.4. Standard Penetration Test (SPT) (SPT) Standard Penetration Test dilaksanakan didalam lubang bor setelah pengambilan pengambilan undisturbed undisturbed sample pada setiap setiap interval interval 2.00 m. Pengujian penetrasi standard ini dilaksanakan pada tanah dalam keadaan asli dengan mempergunakan Open Standard Split Barrel Sampler. Hammer yang dipergunakan mempunyai berat 63.50 kg dengan tinggi jatuh 75 cm. Pengujian dilaksanakan dengan mempergunakan Automatic Drop Hammer Device sehingga hammer dapat jatuh dengan bebas tanpa gesekan. Sampler dipukul hingga masuk (menembus) tanah sedalam 45 cm, dimana jumlah pukulan sepanjang masuk 15 cm pertama tidak diperhitungkan. diperhitungkan. Nilai SPT = N adalah sama dengan jumlah pukulan untuk penetrasi 30 cm berikutnya. Hasil SPT ini disajikan dalam bentuk diagram pada boring log terlampir. 2.1.4. 2.1.4. Pengukur an Muka Air Tanah Tanah Pengukuran muka air tanah dilaksanakan didalam lubang bor setelah 24 jam pemboran selesai dilaksanakan. Hasil pengukuran MAT dapat dilihat pada boring log terlampir. 2.2. 2.2. Penelitian Penelitian di laboratorium Penelitian dilaboratorium dilaksanakan berdasarkan ASTM Standard Method. Contoh tanah terganggu (Disturbed Sample) yang diperoleh sebagai hasil pemboran telah diteliti diteliti dilaboratoriu dilaboratorium m untuk mendapatkan mendapatkan parameterparameter dari Index dan Engineering Properties. Properties. Test-test laboratorium laboratorium yang telah dilaksanakan dilaksanakan terdiri terdiri dari : 2.2.1. 2.2.1.

Sifat-sif at Pengenal (Index Propert ies) - Berat Berat jenis butir (Gs ) - Berat Isi ( m) - Kadar air asli (Wn ) - Kadar pori ( e) - Porositas ( n) - Derajat kejenuhan ( Sr ) - Gradasi : melalui analisa tapis (sieve )

2.2.2. 2.2.2.

Sifat-Sifat Teknis (Engineering Propert ies) - Direct Shear Test - Unconfined - Konsolidasi Test Halaman 3

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

III. K ONDISI T A N A H D A S A R Kondisi tanah dasar terhadap elevasi penyelidikan tanah eksisting berdasarkan data Boring dan sondir adalah sbb. : 0.00 -

2.00 m :

2.00 -

8.00 m :

8.00 -

12.00 m :

12.00 -

18.00 m :

18.00 -

22.00 m :

22.00 -

32.00 m :

32.00 -

end bor :

Merupakan tanah lempung, konsistensi stiff to very stiff, warna merah kecoklatan dengan qc = 8 – 15 kg/cm2 Merupakan tanah lempung, konsistensi stiff to very stiff, warna merah kecoklatan dengan nilai N SPT = 14 - 22 blows/30 cm penetrasi dan qc = 20 – 50 kg/cm 2 Lapisan Lapi san lempung kelanauan, warna abu-abu kecoklatan dengan nilai N SPT = 18 - 42 blows/30 cm penetrasi dan qc = 50 - 150 kg/cm 2 Lapisan lanau kepasiran, konsistensi konsistens i hard berwarna abu-abu tua dengan nilai N SPT = 22 - 42 blows/30 cm penetrasi dan qc > 250 kg/cm 2 Lapisan pasir kasar, medium to dense, dense, berwarna berwarna abu-abu hitam dengan nilai N SPT 22 - 50 blows/30 cm penetrasi Lapisan lanau kepasiran, konsistensi konsistens i hard berwarna abu-abu kecoklatan dengan nilai N SPT  = 33 - 54 blows/30 cm penetrasi Lapisan pasir kasar, very dense, berwarna hitam dengan nilai N SPT  = 47 sd > 60 blows/30 cm penetrasi

Berdasarkan ketentuan lapisan tanah mulai keras dengan N > 30 blows/30 cm atau sondir dengan nilai (qc)  150 - 250 kg/cm² ditemui :

S o il Te s t

Kedalaman Tanah Cukup Keras (m )

S o i l Te s t

Kedalaman Tanah Cukup Keras (m )

S1

13. 00

DB1

17. 00

S2

14. 00

DB2

11. 00

S3

12. 00

S4

12. 80

S5

13. 40

S6

13. 40

Titik

Titik

Halaman 4

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

Pemil Pemil ihan Pondasi Dangkal Bila direncanakan menggunakan pondasi telapak atau menerus pada kedalaman -1.00 m maka daya dukung tanah ijin di kedalaman ini adalah sebesar 0.50 kg/cm2

Pemil Pemil ihan Pond asi Dalam Dalam Kontur lapisan tanah cukup keras  untuk pondasi mini pile berdasarkan data penyelidikan tanah relative bervariasi kedalamannya, mulai ditemui pada kedalaman -12.00 m sd -18.00 m dengan nilai NSPT  > 27 blows/30 cm penetrasi atau qc > 250 kg/cm2  sehingga dapat digunakan material tiang dengan section 6 m + 6 m + 6 m (Lp = 18 m)  Apabila dipergunakan dipergunakan pondasi tiang besar berupa spun pile maupun square pile prestress maka penentuan kedalaman pemancangan tiang didasarkan pada nilai N SPT > 40 blows/30 cm penetrasi yang mana tiang akan terhenti pada kedalaman -16.00 m s/d -18.00 m (final set) pada lapisan lapisan pasir kepadatan sedang (dense) dengan NSPT = 30 - 50 blows/30 cm penetrasi Untuk pekerjaan pemancangan, untuk volume pekerjaan pemancangan yang cukup banyak maka untuk keperluan order material pancang kontraktor diwajibkan melakukan pamancangan awal (pile indicator) sehingga bisa dipastikan kedalaman tanah kerasnya. Jumlah pile indicator min 20 titik atau 5 % dari jumlah tiang Bila pondasi tiang bor ( bore pile) digunakan maka untuk bore pile ϕ 50 & ϕ 60 kedalaman tiang bor -18.00 m dari tanah permukaan atau Lp = 18.00 m & Lb = 17.00 m. Untuk bore pile ϕ  80 kedalaman tiang bor -22.00 m dari permukaan tanah eksisting atau Lp = 22.00 m & Lb = 21.00 m. Hal yang perlu diperhatikan dalam pelaksanaan bore pile adalah berhubungan dengan kualitas pengerjaan di lapangan sehubungan dengan kebersihan ujung tiang bor untuk memastikan daya dukung ujung tiang dapat bekerja. Apabila ditemui lapisan pasir di lapisan tanah atas maka dapat digunakan casing untuk mencegah terjadinya necking pada tubuh bor pile yang menyebabkan pekerjaan bore pile di tolak apabila rasio luas aktual / luas teoritis < 80 % serta pembesaran tubuh bor pile yang menyebabkan menyebabkan meningkatnya meningkatnya kebutuhan volume beton. Pemakaian jenis pondasi tiang sampai tanah keras sangat efektif untuk menghindari terjadinya efek penurunan dalam jangka panjang (long term settlement) namun apabila digunakan pondasi friksi dengan panjang terbatas maka potensi penurunan menjadi pertimbangan utama. Pemilihan jenis pondasi yang akan dipergunakan sangat tergantung pada situasi dan kondisi lingkungan sekitar area rencana proyek. Pelaksanaan pondasi tiang pancang akan beradampak getaran saat pemancangan terhadap kemungkinan kerusakan bangunan sekitar sedangkan pelaksanaan bore pile berkaitan dengan gangguan lingkungan akibat pembuangan lumpur

Halaman 5

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

Kontrol kualitas dan kuantitas pemancangan (sebagai end bearing pile) 1. Sebagai acuan acuan bagi kontrol kontrol kualitas pekerjaan pekerjaan pemancangan pemancangan disarankan disarankan agar dilakukan kalendering dengan section tinjauan setiap 50 cm 2. Sebagai kontrol pencapaian pencapaian kedalaman tanah keras maka disyaratkan pencapaian final set tidak boleh lebih dari 2.54 cm/10 blows Kontrol Kualitas Jacking Pile untuk mencegah ujung tiang yang telah di tekan secara continue terangkat (heaving) maka 1. Tiang di tekan tekan sebesar 250 250 % dari kapasitas kapasitas material material sedangkan sedangkan dalam desain diambil nilai daya dukung ijin tekan desain 2. Saat mencapai beban puncak perlu ditahan 10 detik setelah itu dilepas dan ditekan kembali sebanyak 3 kali Data GWL dari Bore Hole pada titik bor menunjukkan muka air pada level -5.00 m (bulan Mei 2015). Dalam desain struktur sub structure dapat diasumsi kedalaman GWL = ½ H (tinggi sub structure) sehinga tekanan hidrostatik yang menimbulkan gaya uplift pada dasar lantai perlu dipertimbangkan dalam pelaksanaan maupun desain struktur sebagai berikut :  Merekayasa tebal slab beton yang diperlukan.  Penggunaan Penggunaan pondasi / jangkar sebagai sebagai penahan gaya gaya tarik / gaya uplift.

Halaman 6

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

IV. REK OMEND A SI Berdasarkan hasil penyelidikan tanah yang telah dilakukan, untuk keperluan desain pondasi diusulkan sebagai berikut : Struktur Pondasi Pelat Pelat Pergunakan pondasi dangkal berupa telapak Type : Pondasi Telapak Kedalaman : -1.00 m (dari elevasi muka tanah eksisting) Tegangan ijin tanah ( σall) : 0.50 kg/cm2

Struktur dengan Pondasi Pondasi Tiang Instalasi sistim pancang (driving pile) & Instalasi sistim tekan (jacking pile) Pondasi Tipe

Mini Pile (K-450) Square Pile (K-500) Spun Pile (K-500)

Dimensi (cm) □ 20/20 □ 25/25 28/28/28 32/32/32 □ 40/40 □ 45/45 □ 50/50 Φ 40 Φ 45 Φ 50

Daya Dukung Tekan Pondasi (ton) Tip DB1 Tip DB2 Pile Pile (m) (Iton) (m) (Iton) 18 64.90 12 41.60 18 89.12 12 56.20 18 62.94 12 40.95 18 75.52 12 48.68 18 154.62 .62 16 139.52 .52 18 183.67 .67 16 165.06 .06 18 214.88 .88 16 192.40 .40 18 121.38 16 109.52 18 144.18 16 129.57 18 168.68 16 151.03

Desain Pondasi Tiang Kap. Material (ton) 30 45 30 35 120 150 180 100 120 150

Depth

Lpile

Section

Desain

(m) 12-18 12-18 12-18 12-18 16-18 16-18 16-18 16-18 16-18 16-18

(m) 18 18 18 18 18 18 18 18 18 18

(m) 6+6+6 6+6+6 6+6+6 6+6+6 8 + 10 8 + 10 8 + 10 8 + 10 8 + 10 8 + 10

(ton) 35 45 30 35 120 150 180 100 120 150

Instalasi sistim pancang (driving pile) & Instalasi sistim tekan (jacking pile) Pondasi Tipe

Mini Pile (K-450) Square Pile (K-500) Spun Pile (K-500)

Dimensi (cm) □ 20/20 □ 25/25 28/28/28 32/32/32 □ 40/40 □ 45/45 □ 50/50 Φ 40 Φ 45 Φ 50

Daya Dukung Tekan Pondasi (ton) Tip DB1 Tip DB2 Pile Pile (m) (Iton) (m) (Iton) 18 64.90 12 41.60 18 89.12 12 56.20 18 62.94 12 40.95 18 75.52 12 48.68 18 154.62 .62 16 139.52 .52 18 183.67 .67 16 165.06 .06 18 214.88 .88 16 192.40 .40 18 121.38 16 109.52 18 144.18 16 129.57 18 168.68 16 151.03

Desain Pondasi Tiang Kap. Material (ton) 30 45 30 35 120 150 180 100 120 150

Depth

Lpile

Section

Desain

(m) 12-18 12-18 12-18 12-18 16-18 16-18 16-18 16-18 16-18 16-18

(m) 18 18 18 18 18 18 18 18 18 18

(m) 6+6+6 6+6+6 6+6+6 6+6+6 8 + 10 8 + 10 8 + 10 8 + 10 8 + 10 8 + 10

(ton) 30 40 25 30 100 120 150 80 100 120

Halaman 7

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

Bore Pile Pondasi Tipe

Bore Pile (K-250)

Dimensi (cm) BP 50 BP 60 BP 80 BP 100

Tip Pile (m) 18 18 18 22 22 30

Daya Dukung Tekan Pondasi (ton) DB1 Tip DB2 Kap. Pile Material (Iton) (m) (Iton) (ton) 11 113.64 18 125.63 90 142.52 18 157.88 120 219.76 22 262.44 225 438.08 30 501.24 500

Desain Pondasi Tiang Depth

Lpile

Desain

(m) -18 -18 -22 -30

(m) 18 18 22 30

(ton) 90 120 220 450

Halaman 8

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

V.  A N A L IS A POND A SI 1. Daya Dukung Pond Pond asi Pelat Pelat a. Daya Dukun g Tanah Tanah (Berdasarkan Data Data Sondi r dari Shempto n, Terzaghi Terzaghi )  Analisa daya dukung pondasi dangkal (shallow foundation), menggunakan menggunakan formula sebagai berikut : qa = 5,7 . Cu     . D SF

dimana Cu

= qc  (kg/cm²)

30 qc

= Tahanan ujung konus sondir (kg/cm²) di kedalaman yang ditinjau.

Dari data sondir yang ada, diperoleh nilai qc rata-rata dikedalaman -1,00 m (dari elevasi muka tanah eksisting) sebesar 8 - 15 kg/cm², maka : -3 qa = 5,7 . 0,33  0,50 .10 .100 3

= 0.65 kg/cm²

b. Daya Dukun g Pond Pond asi (Berdasark (Berdasark an Data Data Sondir dari Sangl Sangl erat) qa = qc  (kg/cm²)

20

= 0.50 kg/cm2

c. Daya Dukun g Pondasi (Meyerhof, 1963) qa = qc B.

(1   D ) 40 B

dimana : qc = Tahanan ujung konus konus sondir (kg/cm²) di kedalaman kedalaman B atau 2B di alas pondasi Dari data sondir yang ada, diperoleh nilai qc rata-rata dikedalaman -1,00 m (dari elevasi muka tanah eksisting) eksisting) sebesar 8 - 15 kg/cm², maka : qa = 10.1,00. (1  1.0) 40(1,00)

= 0.50 kg/cm²

Halaman 9

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

2. Daya Dukung Tekan Tekan Pond Pond asi Dalam Dalam  Analisa daya dukung dukung pondasi pondasi tiang mempergunakan mempergunakan formula formula sebagai berikut berikut : Daya dukung Tanah berdasarkan data N SPT (Meyerhof) a. Pondasi Bor e Pile lifixAs qdxAp P = + FK 1 FK 2 dimana : Daya Dukung Selimut - Daya dukung selimut tiang pada lapisan tanah pasir Qs = qs. Li. p dimana : qs = tahanan selimut pada lapisan pasir Pasir Sedang s/d Kasar (Reese and Wright, 1977) qs = 0.28 N (t/m2) qs =

 N   53

450

untuk NSPT < 53 2

 1.6 (t/ft )

qs ≤ qs all = 2.00 ton/ft2

untuk 53 < NSPT ≤ 100 (Metode Quiros & Reese, 1977)

Pasir Halus qs = 0.20 N (t/m2) (Nilai rata-rata rata-rata Reese and Wright, Wright, 1977 & Meyerhoff) Meyerhoff) - Daya dukung selimut tiang pada lapisan tanah kohesi Qs = qs. Li. p (ton) qs = α . Cu ≤ qs all = 1.00 kg/cm2

(Metode Alpha Tomlinson)

Daya Dukung Ujung Tiang - Pada Pasir Sangat Padat (Very Dense Sand) Qp = qd. Ap Bila ujung dari tiang direncanakan duduk di lapisan tanah pasir maka nilai tahanan ujung dari bore pile menggunakan persamaan sbb. : qd = 0.7 N (t/ft2) < 40 t/ft2 ≈ 450 t/m22 (Reese and Wright, 1988) - Pada Tanah Tanah Kohesif Kohesif vQp = qd. Ap Bila ujung dari tiang direncanakan direncanakan duduk di lapisan tanah kohesif maka nilai tahanan ujung dari bore pile menggunakan persamaan sbb. : qd = 9 cu (t/ft2) < 45 t/ft 2 = 500 t/m2 (Reese and O’Neil, 1988)

Halaman 10

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang

b.

Daya Dukun g Ijin Tiang Pancang Qall

=

Qs FK 1

Qp



FK 2

Daya Dukung Ijin Selimut : -

Daya dukung selimut tiang pada lapisan tanah pasir Qsall =

( 0.2 N Li ) p SF

dimana : 0.2 N = fs maks. = 10 t/m2 - Daya dukung selimut tiang pada lapisan tanah kohesi Qs = qs. Li. p (ton) qs

= α . Cu ≤ qs all = 1.00 kg/cm2

(Metode Alpha Tomlinson)

Daya Dukung Ijin Ujung Tiang : -

Pada Pasir Sangat Padat (Very Dense Sand) Qp = qd. Ap qd = 40 Nb Nbmax = 40 Qp Qpall = Fk 2

-

Pada Tanah Kohesi Qp = qd. Ap Bila ujung dari tiang direncanakan duduk di lapisan tanah kohesif maka nilai tahanan ujung menggunakan persamaan sbb. : qd = 20 Nb

Hasil analisa daya dukung ijin tekan tiang berdasarkan data-data N SPT disajikan dalam tabel.

c. Berdasarkan kekuatan material. Pa = b’ x Ap Dimana :

b’

 Ap

= Tegangan ijin beton = Luas penampang penampang tiang

Misal untuk tiang bored pile  60 cm mutu beton K-250

Halaman 11

Laporan Penyelidikan Tanah HOTEL EVERBRIGHT CIKOKOL Jln. MH. Thamrin, Tangerang b’

= 225 225 kg/cm²

b’

= 0,17 0,17 x bk = 0,17 x 250 250 = 42,50 42,50 kg/cm2

Pa

= b’ x Ap = 42,50 kg/cm² x 2826 2826

Pa

= 120.105 kg = 120 ton

Dimensi Tiang (cm)  35 x 35  40 x 40  45 x 45  SP 35  SP 40  SP 45

BP  40 BP  60

Daya Dukun Dukun g Ijin Tekan Tekan Tiang Berdasarkan Kekuatan Material (ton) 90 120 150 80 100 120 60 120

3. Daya Dukung Ijin Tarik Tarik Pond Pond asi Dalam Dalam Berdasarkan data N SPT (Meyerhof). Ρ =

lifixAs  x0,70 FK 2

 + Wp

Hasil analisa daya dukung ijin tiang tarik berdasarkan data-data N SPT disajikan dalam table. Hasil analisa daya dukung ijin tiang tarik berdasarkan data-data CPT disajikan dalam tabel

Halaman 12

LAMPIRAN – LAMPIRAN

DENAH & FOTO DOKUMENTASI

Jl. Pahlawan Seribu Ruko Golden Boulevard Blok D30 BSD City, Tangerang – Banten Telp. (021) 5315 3232 Fax (021) 5315 3233 email :  [email protected]  putra_dwiman [email protected]

No. Proyek

Proyek Pro yek : HOTEL EVERBRIGHT EVERBRIGHT CIKOKOL Lokasi : Jln. MH. MH. Thamri Thamri n Tangerang, Tangerang, Banten

No. Pekerjaan

DOKUMENTASI

Halaman

Jumlah Lembar

01

08

Deskripsi Pekerjaan : Boring DB1 & DB 2 @ 40 m

Jl. Pahlawan Seribu Ruko Golden Boulevard Blok D30 BSD City, Tangerang – Banten Telp. (021) 5315 3232 Fax (021) 5315 3233 email :  [email protected]  putra_dwiman [email protected]

No. Proyek

Proyek Pro yek : HOTEL EVERBRIGHT EVERBRIGHT CIKOKOL Lokasi : Jln. MH. MH. Thamri Thamri n Tangerang, Tangerang, Banten

No. Pekerjaan

DOKUMENTASI

Halaman

Jumlah Lembar

02

08

Deskri Deskri psi Pekerjaan Pekerjaan : Tes Sondir Tit ik S1 s/d S4

Jl. Pahlawan Seribu Ruko Golden Boulevard Blok D30 BSD City, Tangerang – Banten Telp. (021) 5315 3232 Fax (021) 5315 3233 email :  [email protected]  putra_dwiman [email protected]

No. Proyek

Proyek Pro yek : HOTEL EVERBRIGHT EVERBRIGHT CIKOKOL Lokasi : Jln. MH. MH. Thamri Thamri n Tangerang, Tangerang, Banten

No. Pekerjaan

Halaman

Jumlah Lembar

03

08

DOKUMENTASI Deskri Deskri psi Pekerjaan Pekerjaan : Tes Sondir Tit ik S5 & S6

Jl. Pahlawan Seribu Ruko Golden Boulevard Blok D30 BSD City, Tangerang – Banten Telp. (021) 5315 3232 Fax (021) 5315 3233 email :  [email protected]  putra_dwiman [email protected]

No. Proyek

Proyek Pro yek : HOTEL EVERBRIGHT EVERBRIGHT CIKOKOL Lokasi : Jln. MH. MH. Thamri Thamri n Tangerang, Tangerang, Banten

No. Pekerjaan

DOKUMENTASI

Halaman

Jumlah Lembar

04

08

Deskri Deskri psi Pekerjaan Pekerjaan : UDS dan Distur bed Sample Sample Titi k Bo r DB1 & DB 2

Jl. Pahlawan Seribu Ruko Golden Boulevard Blok D30 BSD City, Tangerang – Banten Telp. (021) 5315 3232 Fax (021) 5315 3233 email :  [email protected]  putra_dwiman [email protected]

No. Proyek

Proyek Pro yek : HOTEL EVERBRIGHT EVERBRIGHT CIKOKOL Lokasi : Jln. MH. MH. Thamri Thamri n Tangerang, Tangerang, Banten

No. Pekerjaan

DOKUMENTASI

Halaman

Jumlah Lembar

05

08

Deskr Deskr ipsi Pekerjaan Pekerjaan : Grandsi Grandsi ze Analys is (Sieve Analysi s & Hidro meter)

Jl. Pahlawan Seribu Ruko Golden Boulevard Blok D30 BSD City, Tangerang – Banten Telp. (021) 5315 3232 Fax (021) 5315 3233 email :  [email protected]  putra_dwiman [email protected]

No. Proyek

Proyek Pro yek : HOTEL EVERBRIGHT EVERBRIGHT CIKOKOL Lokasi : Jln. MH. MH. Thamri Thamri n Tangerang, Tangerang, Banten

No. Pekerjaan

DOKUMENTASI

Halaman

Jumlah Lembar

06

08

Deskripsi Deskripsi Pekerja Pekerjaan an : At teberg teberg L imit (Liquid Li mit Test Test & Plastic Plastic Limit Test) Test)

Jl. Pahlawan Seribu Ruko Golden Boulevard Blok D30 BSD City, Tangerang – Banten Telp. (021) 5315 3232 Fax (021) 5315 3233 email :  [email protected]  putra_dwiman [email protected]

No. Proyek

Proyek Pro yek : HOTEL EVERBRIGHT EVERBRIGHT CIKOKOL Lokasi : Jln. MH. MH. Thamri Thamri n Tangerang, Tangerang, Banten

No. Pekerjaan

DOKUMENTASI Deskr Deskr ipsi Pekerjaan Pekerjaan : Kadar Air dan Gs

Halaman

Jumlah Lembar

07

08

Jl. Pahlawan Seribu Ruko Golden Boulevard Blok D30 BSD City, Tangerang – Banten Telp. (021) 5315 3232 Fax (021) 5315 3233 email :  [email protected]  putra_dwiman [email protected]

No. Proyek

Proyek Pro yek : HOTEL EVERBRIGHT EVERBRIGHT CIKOKOL Lokasi : Jln. MH. MH. Thamri Thamri n Tangerang, Tangerang, Banten

No. Pekerjaan

DOKUMENTASI

Halaman

Jumlah Lembar

08

08

Deskr Deskr ipsi Pekerjaan Pekerjaan : Swellin g Test & Uncon fin ed Test Test (UCT) (UCT)

DATA BORING & SONDIR

PUTRA DWI MANDIRI

CPT

Pr o y ek Po i n t L o c at i o n

E l ev . Tes t b y Dat e

: Ho t el Ev er b r i g h t Ci k o k o l : S1 : MH. Th am r i n , Tan g er an g

: : Tr i s n a : 02 Mei 2015

0

‐1

‐2

‐3

‐4

‐5

D ‐6 E P T ‐7 H

D E P T H

‐8

‐9

‐10

‐11

‐12

‐13

‐14

‐15 0 CONE RESISTANCE (kg/cm2) TOTAL FRICTION (kg/cm) 0

100 1000 .

 

200

3 00

2000 .

3000 .

0.00

2.00

4.00

6.00

Friction Ratio (%)

PUTRA DWI MANDIRI

CPT

Pr o yek : Ho t el Ever b r i g h t Ci k o k o l Po i n t : S2 L o c at i o n : MH. Th am r i n , Tan g er an g

El ev. Tes t b y Dat e

: : Tr i s n a : 02 Mei 2015

0

‐1

‐2

‐3

‐4

‐5 D E ‐6 P T H ‐7

D E T H

‐8

‐9

‐10

‐11

‐12

‐13

‐14

‐15 0 CONE RESISTANCE (kg/cm2)

100

200

300

TOTAL FRICTION (kg/cm) 0

1000

 

2000

3000

LOCAL FRICTION (kg/cm2) 0

1.00

 

2.00

3.00

0.00

2.00

4.00

Friction Ratio (%)

6.00

PUTRA DWI MANDIRI

CPT

Pr o y ek Po i n t L o c at i o n

E l ev . T es t b y Dat e

: Ho t el Ev er b r i g h t Ci k o k o l : S3 : MH. Th am r i n , Tan g er an g

: : Tr i s n a : 02 Mei 2015

0

‐1

‐2

‐3

‐4

‐5

D ‐6 E P T ‐7 H

D E T H

‐8

‐9

‐10

‐11

‐12

‐13

‐14

‐15 0 CONE RESISTANCE (kg/cm2)

100

200

300

TOTAL FRICTION (kg/cm) 0

1000

 

2000

3000

LOCAL FRICTION (kg/cm2) 0

1.00

 

2.00

3.00

0.00

2.00

4.00

6.00

Friction Ratio (%)

PUTRA DWI MANDIRI

CPT

Pr o y ek Po i n t L o c at i o n

El ev . T es t b y Dat e

: Ho t el Ev er b r i g h t Ci k o k o l : S4 : MH. Th am r i n , Tan g er an g

: : Tr i s n a : 03 Mei 2015

0

‐1

‐2

‐3

‐4

‐5

D ‐6 E

D E

T ‐7 H

T H

‐8

‐9

‐10

‐11

‐12

‐13

‐14

‐15 0 CONE RESISTANCE (kg/cm2)

100

20 0

30 0

TOTAL FRICTION (kg/cm) 0

1000

 

2000

3000

LOCAL FRICTION (kg/cm2) 0

1.00

 

2.00

3.00

0.00

2.00

4.00

6.00

PUTRA DWI MANDIRI

CPT

Pr o y ek Po i n t L o c at i o n

El ev . T es t b y Dat e

: Ho t el Ev er b r i g h t Ci k o k o l : S5 : MH. Th am r i n , Tan g er an g

: : Tr i s n a : 03 Mei 2015

0

‐1

‐2

‐3

‐4

‐5 D E ‐6 P

D E

H ‐7

T H

‐8

‐9

‐10

‐11

‐12

‐13

‐14

‐15 0 CONE RESISTANCE (kg/cm2)

100

20 0

30 0

TOTAL FRICTION (kg/cm) 0

1000

 

2000

3000

LOCAL FRICTION (kg/cm2) 0

1.00

 

2.00

3.00

0.00

2.00

4.00

6.00

PUTRA DWI MANDIRI

CPT

Pr o y ek Po i n t L o c at i o n

El ev . T es t b y Dat e

: Ho t el Ev er b r i g h t Ci k o k o l : S6 : MH. Th am r i n , Tan g er an g

: : Tr i s n a : 04 Mei 2015

0

‐1

‐2

‐3

‐4

‐5

D ‐6 E

D E

T ‐7 H

T H

‐8

‐9

‐10

‐11

‐12

‐13

‐14

‐15 0 CONE RESISTANCE (kg/cm2)

100

20 0

30 0

TOTAL FRICTION (kg/cm) 0

1000

 

2000

3000

LOCAL FRICTION (kg/cm2) 0

1.00

 

2.00

3.00

0.00

2.00

4.00

6.00

TABEL DAYA DUKUNG TEKAN & TARIK PONDASI

 AL LOWABL LOWA BL E BEA RING CAPACITY OF SINGLE PILE (BASED ON NSPT DATA) Proyek Proyek : Hotel Hotel Everbright Everbright Cikokol Cikokol Location: MH. Thamrin, Tangerang Meyerhof's Method

SFfriction =

DB .1

2.50

SFt i p = 2.50 faktor adhesi

cu

qd

Fi

L i Fi

LiFi

(t /m 2)

(t /m 2)

(t /m 2)

(t /m )

(t /m )

Spun Pile

Dep t h

Li

Des c

N

(m )

(m )

C/S

SPT

2.00

2.00

CLAY

14

0.50

9.33

187

4.67

9.33

9.33

11.28

14.07

17.14

20.51

4.00

2.00

CLAY

22

0.50

14.67

293

7.33

14.67

24.00

21.83

26.79

32.22

38.10

6.00

2.00

CLAY

14

0.50

9.33

187

4.67

9.33

33.33

21.83

26.12

30.71

35.59

8.00

2.00

CLAY

18

0.50

12.00

240

6.00

12.00

45.33

29.16

34.83

40.88

47.31

10.00

2.00

CLAY

19

0.50

12.67

253

6.33

12.67

58.00

35.24

41.87

48.89

56.31

12.00

2.00

CLAY

25

0.50

16.67

333

8.33

16.67

74.67

45.65

54.26

63.40

73.06

14.00

2.00

CLAY

22

0.50

14.67

293

7.33

14.67

89.33

50.55

59.62

69.14

79.13

16.00

2.00

CLAY

25

0.50

16.67

333

8.33

16.67

106.00

59.42

70.00

81.11

92.73

18.00

2.00 SAND

42

1600

8.40

16.80

122.80

115.53

142.08

171.14

202.72

20.00

2.00 SAND

27

1080

5.40

10.80

133.60

100.27

121.38

144.18

168.68

22.00

2.00 SAND

30

1200

6.00

12.00

145.60

110.16

133.44

158.60

185.64

24.00

2.00

CLAY

33

0.50

33.00

660

10.00

20.00

165.60

98.18

116.36

135.56

155.81

26.00

2.00

CLAY

34

0.50

34.00

680

10.00

20.00

185.60

107.75

127.41

148.14

169.94

28.00

2.00

CLAY

40

0.50

40.00

800

10.00

20.00

205.60

121.15

143.49

167.07

191.92

30.00

2.00

CLAY

43

0.50

43.00

860

10.00

20.00

225.60

132.25

156.55

182.19

209.19

32.00

2.00

CLAY

46

0.50

46.00

920

10.00

20.00

245.60

143.35

169.61

197.31

226.46

34.00

2.00 SAND

46

1600

9.20

18.40

264.00

177.60

213.02

250.95

291.39

36.00

2.00 SAND

55

1600

11.00

22.00

286.00

187.27

224.07

263.38

305.21

38.00

2.00 SAND

52

1600

10.40

20.80

306.80

196.41

234.52

275.14

318.27

40.00

2.00 SAND

60

1600

12.00

24.00

330.80

206.96

246.58

288.70

333.34

SP Ø 35

SP Ø 40

SP Ø 45

SP Ø 50

 AL LOWABL LOWA BL E TENSION CAPA CAPA CITY OF SINGLE SINGLE PILE (BASED ON NSPT DATA) Proyek Proyek : Hotel Hotel Everbright Everbright Cikokol Cikokol Location: MH. Thamrin, Tangerang Meyerhof's Method SFfriction =

DB.1 Dep t h

Li

Des c

N SPT

faktor adhesi

cu

qd

Fi

(t /m 2)

(t /m 2)

L i Fi

(t /m 2)

(t /m )

(t /m )

3.00

Spun Pile

LiFi SP Ø 35

SP Ø 40

SP Ø 45

SP Ø 50

(m )

(m )

C/S

2.00

2.00

CLAY

14

0.50

9.33

187

4.67

9.33

9.33

2.7

3 .2

3.6

4.1

4.00

2.00

CLAY

22

0.50

14.67

293

7.33

14.67

24.00

6.9

8 .1

9.2

10.4

6.00

2.00

CLAY

14

0.50

9.33

187

4.67

9.33

33.33

9.8

11.4

13.1

14.8

8.00

2.00

CLAY

18

0.50

12.00

240

6.00

12.00

45.33

13.3

15.5

17.8

20.1

10.00

2.00

CLAY

19

0.50

12.67

253

6.33

12.67

58.00

17.0

19.8

22.7

25.7

12.00

2.00

CLAY

25

0.50

16.67

333

8.33

16.67

74.67

21.8

25.3

29.0

32.7

14.00

2.00

CLAY

22

0.50

14.67

293

7.33

14.67

89.33

26.0

30.2

34.6

39.0

16.00

2.00

CLAY

25

0.50

16.67

333

8.33

16.67

106.00

30.7

35.7

40.8

46.1

18.00

2.00 SAND

42

1600

8.40

16.80

122.80

35.5

41.2

47.1

53.2

20.00

2.00 SAND

27

1080

5.40

10.80

133.60

38.7

45.0

51.4

58.1

22.00

2.00 SAND

30

1200

6.00

12.00

145.60

42.3

49.1

56.2

63.4

24.00

2.00

CLAY

33

0.50

33.00

660

10.00

20.00

165.60

47.9

55.6

63.5

71.7

26.00

2.00

CLAY

34

0.50

34.00

680

10.00

20.00

185.60

53.5

62.0

70.9

80.0

28.00

2.00

CLAY

40

0.50

40.00

800

10.00

20.00

205.60

59.0

68.5

78.2

88.2

30.00

2.00

CLAY

43

0.50

43.00

860

10.00

20.00

225.60

64.6

75.0

85.6

96.5

32.00

2.00

CLAY

46

0.50

46.00

920

10.00

20.00

245.60

70.2

81.4

93.0

104.8

34.00

2.00 SAND

46

1600

9.20

18.40

264.00

75.4

87.4

99.8

112.4

36.00

2.00 SAND

55

1600

11 11.00

22.00

286.00

81.5

94.5

107.8

121.4

38.00

2.00 SAND

52

1600

1 0.40

20.80

306.80

87.3

101.2

115.4

130.0

40.00

2.00 SAND

60

1600

1 2.00

24.00

330.80

93.9

108.8

124.1

139.7

 AL LOWABL LOWA BL E COMPRESSION BEARING BEA RING CAPA CITY OF SINGLE PILE PIL E (BASED ON NSPT DATA) Proye royek

: Hote Hotell Eve Everbrigh rbrightt Cikoko Cikokoll

Location : MH. Thamrin, Thamrin, Tangerang Tangerang SF(ujung)  = 2.5 SF(selimut)  = 2.5

DB 1 Daya Dukung Tanah Tiang Bore Pile vs K edalaman edalaman

Daya Dukung Tanah Tiang Bore Pile vs K edalaman edalaman

0

0 0

   )   m    (

100

200

300

400

0

-5

-5

-10

-10

-15

200

400

600

800

-15    )   m    (

  n   a -20   m   a    l   a    d   e    K

  n   a   m   a    l   a

-20

  e    K

-25

-30

-30

-35

-35

-40

-40 Pall (ton)

Pall (ton)

 AL LOWABL LOWA BL E TENSION CAPA CITY OF SINGLE PILE PIL E (BASED ON NSPT DATA) SF(selimut)  = 3

DB 1 Daya Dukung Tanah Tiang Bore Pile vs K edalaman edalaman 0

   )   m    (

100

200

Daya Dukung Tanah Tiang Bore Pile vs K edalaman edalaman 300

0

-5

-5

-10

-10

-15

100

200

300

-15    )   m    (

  a -20   m   a    l   a    d -25   e    K

  n   a   m   a    l   a    d   e    K

-20 -25

-30

-30

-35

-35

-40

-40 Pall (ton) BP 40

BP 50

Pall (ton)

BP 60

BP 80

BP 100

400

 AL LOWABL LOWA BL E COMPRESSION BEARING CA PACITY OF SINGL E PILE (BASED ON NSPT DATA) Proye royek

: Hote Hotel Eve Everbrigh rbrightt Cikoko Cikokoll

Location : MH. MH. Thamrin, Tangera Tangerang ng SF(ujung) = 2.5 SF(selimut)  = 2.5

DB 1 Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman

Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman

0

0 0

   )   m    (

100

200

300

400

0

-5

-5

-10

-10

-15

200

400

600

-15    )   m    (

  n   a -20   m   a    l   a    d   e    K

-20

  n   a   m    l -25   a    d   e    K

-30

-30

-35

-35

-40

-40

Pall (ton) SP 40

Pall (ton)

SP 45

SP 50

 AL LOWA BL E TENSION CAPACITY CAPA CITY OF SINGLE PIL E (BASED ON NSPT DATA) DB 1 Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman 0

   )   m    (

50

100

Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman 150

0

-5

-5

-10

-10

-15

50

100

150

200

-15    )   m

  a -20   m   a    l   a    d -25   e    K

  n   a   m   a    l   a    d   e    K

-20 -25

-30

-30

-35

-35

-40

-40 Pall (ton) SP 40

SP 45

Pall (ton)

SP 50

SQ 40

SQ 45

SQ 50

 AL LOWA BL E COMPRESSION BEARING CA PACITY OF SINGL E PILE (BASED ON NSPT DATA) Proye royek

: Hote Hotel Eve Everbrig rbright ht Cikok Cikokol ol

Location : MH. MH. Thamrin, Tangera Tangerang ng SF(ujung) = 2.5 SF(selimut)  = 2.5

DB 1 Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman

Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman

0

0 0

50

100

150

200

0

-5

-5

-10

-10

   ) -15   m    (

-15

50

100

150

200

   )   m    (

  n   a -20   m   a    l   a    d -25   e    K

-20

  n   a   m   a    l   a-25    d   e    K

-30

-30

-35

-35

-40

-40

Pall (ton)

Pall (ton)

 AL LOWA BL E TENSION CAPA CITY OF SINGLE PILE PIL E (BASED ON NSPT DATA) DB 1 Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman 0

50

Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman 100

0

-5

-5

-10

-10

   ) -15   m    (

50

100

-15

   )   m    (

  n   a -20   m   a    l   a    d   e -25    K

  a -20   m   a    l   a    d -25   e    K

-30

-30

-35

-35

-40

-40

Pall (ton) MP 28/28/28

Pall (ton) MP 32/32

MP 20/20

MP 25/25

 AL LOWABL LOWA BL E BEA RING CAPACITY OF SINGLE PILE (BASED ON NSPT DATA) Proyek Proyek : Hotel Hotel Everbright Everbright Cikokol Cikokol Location: MH. Thamrin, Tangerang Meyerhof's Method

SFfriction =

DB .2

2.50

SFt i p = 2.50 faktor adhesi

cu

qd

Fi

L i Fi

LiFi

(t /m 2)

(t /m 2)

(t /m 2)

(t /m )

(t /m )

Spun Pile

Dep t h

Li

Des c

N

(m )

(m )

C/S

SPT

2.00

2.00

CLAY

16

0.50

10.67

213

5.33

10.67

10.67

12.89

16.08

19.59

23.45

4.00

2.00

CLAY

16

0.50

10.67

213

5.33

10.67

21.33

17.58

21.44

25.62

30.14

6.00

2.00

CLAY

18

0.50

12.00

240

6.00

12.00

33.33

23.88

28.80

34.10

39.77

8.00

2.00

CLAY

22

0.50

14.67

293

7.33

14.67

48.00

32.38

38.85

45.78

53.17

10.00

2.00

CLAY

33

0.50

22.00

440

10.00

20.00

68.00

46.82

56.27

66.41

77.24

12.00

2.00

CLAY

42

0.50

42.00

840

10.00

20.00

88.00

71.00

86.41

103.15

121.20

14.00

2.00

CLAY

40

0.50

40.00

800

10.00

20.00

108.00

78.25

94.45

111.91

130.62

16.00

2.00

CLAY

45

0.50

45.00

900

10.00

20.00

128.00

90.89

109.52

129.57

151.03

18.00

2.00

CLAY

42

0.50

42.00

840

10.00

20.00

148.00

97.37

116.56

137.06

158.88

20.00

2.00 SAND

50

1600

10.00

20.00

168.00

135.40

164.79

196.69

231.10

22.00

2.00 SAND

38

1520

7.60

15.20

183.20

139.00

168.40

200.19

234.37

24.00

2.00

CLAY

44

0.50

44.00

880

10.00

20.00

203.20

123.18

146.30

170.80

26.00

2.00

CLAY

47

0.50

47.00

940

10.00

20.00

223.20

134.28

159.36

185.92

213.96

28.00

2.00

CLAY

50

0.50

50.00

1000

10.00

20.00

243.20

145.38

172.42

201.04

231.23

30.00

2.00

CLAY

52

0.50

52.00

1040

10.00

20.00

263.20

155.71

184.48

214.89

246.93

32.00

2.00

CLAY

52

0.50

52.00

1040

10.00

20.00

283.20

164.50

194.53

226.19

259.49

34.00

2.00

CLAY

54

0.50

54.00

1080

10.00

20.00

303.20

174.83

206.59

240.04

275.19

36.00

2.00 SAND

57

1600

11.40

22.80

326.00

204.85

244.17

285.99

330.33

38.00

2.00 SAND

60

1600

12.00

24.00

350.00

215.40

256.22

299.56

345.40

40.00

2.00 SAND

60

1600

12.00

24.00

374.00

225.95

268.28

313.12

360.47

SP Ø 35

SP Ø 40

SP Ø 45

SP Ø 50

196.69

 AL LOWABL LOWA BL E TENSION CAPA CAPA CITY OF SINGLE SINGLE PILE (BASED ON NSPT DATA) Proyek Proyek : Hotel Hotel Everbright Everbright Cikokol Cikokol Location: MH. Thamrin, Tangerang Meyerhof's Method SFfriction =

DB.2 Dep t h

Li

Des c

N SPT

faktor adhesi

cu

qd

Fi

(t /m 2)

(t /m 2)

(t /m 2)

L i Fi

LiFi

(t /m )

(t /m )

3.00

Spun Pile SP Ø 35

SP Ø 40

SP Ø 45

SP Ø 50

(m )

(m )

C/S

2.00

2.00

CLAY

16

0.50

10.67

213

5.33

10.67

10.67

3.1

3 .5

4.1

4.00

2.00

CLAY

16

0.50

10.67

213

5.33

10.67

21.33

6.3

7 .3

8.3

9.4

6.00

2.00

CLAY

18

0.50

12.00

240

6.00

12.00

33.33

9.8

11.4

13.1

14.8

4.6

8.00

2.00

CLAY

22

0.50

14.67

293

7.33

14.67

48.00

14.0

16.3

18.6

21.1

10.00

2.00

CLAY

33

0.50

22.00

440

10.00

20.00

68.00

19.6

22.8

26.0

29.3

12.00

2.00

CLAY

42

0.50

42.00

840

10.00

20.00

88.00

25.2

29.2

33.4

37.6

14.00

2.00

CLAY

40

0.50

40.00

800

10.00

20.00

108.00

30.8

35.7

40.7

45.9

16.00

2.00

CLAY

45

0.50

45.00

900

10.00

20.00

128.00

36.4

42.2

48.1

54.1

18.00

2.00

CLAY

42

0.50

42.00

840

10.00

20.00

148.00

42.0

48.6

55.4

62.4

20.00

2.00 SAND

50

1600

10.00 10

20.00

168.00

47.6

55.1

62.8

70.7

22.00

2.00 SAND

38

1520

7.60

15.20

183.20

51.9

60.1

68.6

77.2

24.00

2.00

CLAY

44

0.50

44.00

880

10.00

20.00

203.20

57.5

66.6

75.9

26.00

2.00

CLAY

47

0.50

47.00

940

10.00

20.00

223.20

63.1

73.1

83.3

93.7

28.00

2.00

CLAY

50

0.50

50.00

1000

10.00

20.00

243.20

68.7

79.5

90.6

102.0

30.00

2.00

CLAY

52

0.50

52.00

1040

10.00

20.00

263.20

74.3

86.0

98.0

110.3

32.00

2.00

CLAY

52

0.50

52.00

1040

10.00

20.00

283.20

79.9

92.5

105.4

118.5

34.00

2.00

CLAY

54

0.50

54.00

1080

10.00

20.00

303.20

85.5

98.9

112.7

126.8

36.00

2.00 SAND

57

1600

1 1.40

22.80

326.00

91.8

106.2

121.0

136.1

38.00

2.00 SAND

60

1600

1 2.00

24.00

350.00

98.4

113.8

129.7

145.8

40.00

2.00 SAND

60

1600

1 2.00

24.00

374.00

105.0

121.5

138.3

155.6

85.5

 AL LOWABL LOWA BL E COMPRESSION BEARING BEA RING CAPA CITY OF SINGLE PILE PIL E (BASED ON NSPT DATA) Proye royek

: Hote Hotell Eve Everbrigh rbrightt Cikoko Cikokoll

Location : MH. Thamrin, Thamrin, Tangerang Tangerang SF(ujung)  = 2.5 SF(selimut)  = 2.5

DB 2 Daya Dukung Tanah Tiang Bore Pile vs K edalaman edalaman

Daya Dukung Tanah Tiang Bore Pile vs K edalaman edalaman

0

0 0

   )   m    (

100

200

300

400

0

-5

-5

-10

-10

-15

200

400

600

800

-15    )   m    (

  n   a -20   m   a    l   a    d   e    K

  n   a   m   a    l   a

-20

  e    K

-25

-30

-30

-35

-35

-40

-40 Pall (ton)

Pall (ton)

 AL LOWABL LOWA BL E TENSION CAPA CITY OF SINGLE PILE PIL E (BASED ON NSPT DATA) SF(selimut)  = 3

DB 2 Daya Dukung Tanah Tiang Bore Pile vs K edalaman edalaman 0

   )   m    (

100

200

Daya Dukung Tanah Tiang Bore Pile vs K edalaman edalaman 300

0

-5

-5

-10

-10

-15

100

200

300

-15    )   m    (

  a -20   m   a    l   a    d -25   e    K

  n   a   m   a    l   a    d   e    K

-20 -25

-30

-30

-35

-35

-40

-40 Pall (ton) BP 40

BP 50

Pall (ton)

BP 60

BP 80

BP 100

400

 AL LOWABL LOWA BL E COMPRESSION BEARING CA PACITY OF SINGL E PILE (BASED ON NSPT DATA) Proye royek

: Hote Hotel Eve Everbrigh rbrightt Cikoko Cikokoll

Location : MH. MH. Thamrin, Tangera Tangerang ng SF(ujung) = 2.5 SF(selimut)  = 2.5

DB 2 Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman

Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman

0

0 0

   )   m    (

100

200

300

400

0

-5

-5

-10

-10

-15

200

400

600

-15    )   m    (

  n   a -20   m   a    l   a    d   e    K

-20

  n   a   m    l -25   a    d   e    K

-30

-30

-35

-35

-40

-40

Pall (ton) SP 40

Pall (ton)

SP 45

SP 50

 AL LOWA BL E TENSION CAPACITY CAPA CITY OF SINGLE PIL E (BASED ON NSPT DATA) DB 2 Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman 0

   )   m    (

50

100

150

Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman 200

0

-5

-5

-10

-10

-15

100

200

300

-15    )   m

  a -20   m   a    l   a    d -25   e    K

  n   a   m   a    l   a    d   e    K

-20 -25

-30

-30

-35

-35

-40

-40 Pall (ton) SP 40

SP 45

Pall (ton)

SP 50

SQ 40

SQ 45

SQ 50

 AL LOWA BL E COMPRESSION BEARING CA PACITY OF SINGL E PILE (BASED ON NSPT DATA) Proye royek

: Hote Hotel Eve Everbrig rbright ht Cikok Cikokol ol

Location : MH. MH. Thamrin, Tangera Tangerang ng SF(ujung) = 2.5 SF(selimut)  = 2.5

DB 2 Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman

Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman

0

0 0

50

100

150

200

0

-5

-5

-10

-10

   ) -15   m    (

-15

50

100

150

200

   )   m    (

  n   a -20   m   a    l   a    d -25   e    K

-20

  n   a   m   a    l   a-25    d   e    K

-30

-30

-35

-35

-40

-40

Pall (ton)

Pall (ton)

 AL LOWA BL E TENSION CAPA CITY OF SINGLE PILE PIL E (BASED ON NSPT DATA) DB 2 Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman 0

50

Daya Dukung Tanah Tiang Pancang Pile vs K edalaman edalaman 100

0

-5

-5

-10

-10

   ) -15   m    (

50

100

-15

   )   m    (

  n   a -20   m   a    l   a    d   e -25    K

  a -20   m   a    l   a    d -25   e    K

-30

-30

-35

-35

-40

-40

Pall (ton) MP 28/28/28

Pall (ton) MP 32/32

MP 20/20

MP 25/25

DATA LABORATORIUM

WATER CONTENT & BULK DENSITY DETERMINATION PROJECT LOCATION Ring

: Hotel Everbright Cikokol : MH. Thamrin, Tangerang Weight Diameter

 

41.71 gr 3.40 cm

TESTED BY :   Agustinus DATE : 13/05/2015

height Volume

2.00 cm 18.15 cm3

DB I

Depth 1.50‐2.00 3.50‐4.00 5.50‐6.00 7.50‐8.00

CONT. NO. A27 C60 A34 A12 A22 C54 A6 C42

Wwet + C

Wdry + C

W cont

wn

Average

(gr)

(gr)

(gr)

(%)

(%)

38.51 39.88 35.28 32.14 37.75 38.13 37.76 37.00

2 9 .2 0 29 29.82 2 5 .6 9 22 22.60 2 6 .4 9 26 26.38 2 5 .9 4 24 24.79

6.00 6.26 5.79 5.56 5.62 6.35 6.37 6.01

4 0 .1 3 42.70 4 8 .1 9 55.99 5 3 .9 5 58.66 6 0 .4 0 65.02

 

41.41

 

52.09

 

56.31

 

62.71

Density (gr/cm3) γwet

1.79 1.85 1.62 1.46 1.77 1.75 1.73 1.71

γdry

1 .2 8 1 .3 0 1 .1 0 0 .9 4 1 .1 5 1 .1 0 1 .0 8 1 .0 3

DB 2

Depth 1.50‐2.00 3.50‐4.00 5.50‐6.00 7.50‐8.00

CONT. NO. A16 A22 A14 C48 A22 C47 A30 C53

Wwet + C

Wdry + C

W cont

wn

Average

(gr)

(gr)

(gr)

(%)

(%)

40.12 35.27 34.19 34.41 37.95 36.07 36.00 37.13

3 3 .8 9 29 29.95 2 5 .6 9 25 25.86 2 6 .3 4 24 24.89 2 4 .2 2 25 25.21

5.76 5.62 5.64 6.12 6.01 5.79 5.90 6.22

2 2 .1 5 21.87 4 2 .3 9 43.31 5 7 .1 1 58.53 6 4 .3 0 62.77

 

22.01

 

42.85

 

57.82

 

63.54

Density (gr/cm3) γwet

1.89 1.63 1.57 1.56 1.76 1.67 1.66 1.70

γdry

1 .5 5 1 .3 4 1 .1 0 1 .0 9 1 .1 2 1 .0 5 1 .0 1 1 .0 5

SPESIFIC GRAVITY (GS) PROJECT : Hotel Everbright Cikokol LOCA LOCAT TION ION : MH. Thamrin, Tangerang BOR NO. : DB DB 1 DEPTH

: 1.50 - 2.00 m

Determination No Temperature, T in °C WT Flask + water + soil in g (W.1) WT. Flask + water in (W2) Evaporating Dish No. WT Dish + Dry Soil in gr WT Dish in gr WT Soil in gr (Ws) Spesific Gravity of Water (Gt) Spesific Gravity of Soil, Gs Gs rata-rata DEPTH

2

30 153.34 151.22 B30 15.98 12.50 3.48 0.9957 2.55 2.61

30 155.76 155.05 B33 19.25 18.12 1.13 0.9957 2.68

3

4

30 151.17 149.27 B9 18.53 15.49 3.04 0.9957 2.66 2.67

30 149.44 148.09 B7 19.27 17.12 2.15 0.9957 2.68

5

6

31 152.66 151.22 B13 21.00 19.04 1.96 0.9954 3.75 2.64

31 155.34 155.05 B12 20.37 19.53 0.84 0.9954 1.52

7

8

30 140.02 139.59 B12 19.93 19.24 0.69 0.9959 2.64 2.58

30 139.24 138.78 b14 19.38 18.62 0.76 0.9959 2.52

: 5.50 - 6.00 m

Determination No Temperature, T in °C WT Flask + water + soil in g (W.1) WT. Flask + water in (W2) Evaporating Dish No. WT Dish + Dry Soil in gr WT Dish in gr WT Soil in gr (Ws) Spesific Gravity of Water (Gt) Spesific Gravity of Soil, Gs Gs rata-rata

DEPTH

1

: 3.50 - 4.00 m

Determination No Temperature, T in °C WT Flask + water + soil in g (W.1) WT. Flask + water in (W2) Evaporating Dish No. WT Dish + Dry Soil in gr WT Dish in gr WT Soil in gr (Ws) Spesific Gravity of Water (Gt) Spesific Gravity of Soil, Gs Gs rata-rata DEPTH

TESTED BY BY :   ROSNI DATE :   30/5/2015

: 7.50 - 8.00 m

Determination No Temperature, T in °C WT Flask + water + soil in g (W.1) WT. Flask + water in (W2) Evaporating Dish No. WT Dish + Dry Soil in gr WT Dish in gr WT Soil in gr (Ws) Spesific Gravity of Water (Gt) Spesific Gravity of Soil, Gs Gs rata-rata

SPESIFIC GRAVITY (GS) PROJECT : Hotel Everbright Cikokol LOCAT OCATIO ION N : MH. Thamrin, Tangerang BOR NO. : DB DB 2 DEPTH

: 1.50 - 2.00 m

Determination No Temperature, T in °C WT Flask + water + soil in g (W.1) WT. Flask + water in (W2) Evaporating Dish No. WT Dish + Dry Soil in gr WT Dish in gr WT Soil in gr (Ws) Spesific Gravity of Water (Gt) Spesific Gravity of Soil, Gs Gs rata-rata DEPTH

2

31 139.74 139.57 B11 18.79 18.52 0.27 0.9954 2.69 2.67

31 139.03 138.78 B12 19.11 18.71 0.40 0.9954 2.65

3

4

30 140.43 139.59 B2 18.86 17.50 1.36 0.9957 2.60 2.59

30 139.61 138.78 B8 19.10 17.75 1.35 0.9957 2.58

5

5

30 152.90 151.22 B5 21.34 18.59 2.75 0.9957 2.56 2.48

30 156.81 155.05 B7 22.01 19.00 3.01 0.9957 2.40

7

8

31 139.59 139.00 B22 15.32 14.40 0.92 0.9954 2.78 2.74

31 147.32 146.89 B32 15.43 14.75 0.68 0.9954 2.71

: 5.50 - 6.00 m

Determination No Temperature, T in °C WT Flask + water + soil in g (W.1) WT. Flask + water in (W2) Evaporating Dish No. WT Dish + Dry Soil in gr WT Dish in gr WT Soil in gr (Ws) Spesific Gravity of Water (Gt) Spesific Gravity of Soil, Gs Gs rata-rata

DEPTH

1

: 3.50 - 4.00 m

Determination No Temperature, T in °C WT Flask + water + soil in g (W.1) WT. Flask + water in (W2) Evaporating Dish No. WT Dish + Dry Soil in gr WT Dish in gr WT Soil in gr (Ws) Spesific Gravity of Water (Gt) Spesific Gravity of Soil, Gs Gs rata-rata DEPTH

TESTED BY BY :   Agustinus DATE :   26/5/2015

: 7.50 - 8.00 m

Determination No Temperature, T in °C WT Flask + water + soil in g (W.1) WT. Flask + water in (W2) Evaporating Dish No. WT Dish + Dry Soil in gr WT Dish in gr WT Soil in gr (Ws) Spesific Gravity of Water (Gt) Spesific Gravity of Soil, Gs Gs rata-rata

HYDROMETER ANALYSIS PROJECT LOCATION

: Hotel Everbright Cikokol : MH. Thamrin, Tangerang

No. Hydro : Container : W Hydro (Ws) :

Time

D=

1 B33 22.41 gr

Elapsed Time

Reading In

Temperatur

(min)

Suspension, R

in °C

1

A

: DB 1 :   1.50 ‐ 2.00 m

Ws + W Sieve (Wt) Ws + W Pan (W1) Gs

: : :

B

t

25.68 gr 22.41 gr 2.61

D

N

in mm

in %

0.00 0.25 0.50 1.00 2.00 . 10.00 20.00 40.00 62.00

0.00 22.00 20.00 19.00 18.50 . 17.75 16.00 15.75 15.50

4.30 3.84 3.89 3.91 3.92 . 3.94 3.97 3.98 3.99

0.0000 2.0000 2. 1.4142 1. 1.0000 1. 0.7071 0. . 0.3162 0. 0.2236 0. 0.1581 0. 0.1270 0.

0.14397 0.10180 0.07198 0.05090 . 0.02276 0.01610 0.01138 0.00914

0.67268 0.68032 0.68411 0.68600 . 0.68882 0.69536 0.69629 0.69722

0.0968 0.0693 0.0492 0.0349 . 0.0157 0.0112 0.0079 0.0064

86.40 78.55 74.62 72.66 . 69.71 62.84 61.86 60.87

115.00 180.00 1440.00 1524.00

15.00 14.75 13.50 13.00

4.00 4.00 4.03 4.04

0..0933 0 0.0745 0. 0.0264 0. 0.0256 0.

0.00671 0.00537 0.00190 0.00184

0.69907 0.70000 0.70460 0.70644

0.0047 0.0038 0.0013 0.0013

58.91 57.93 53.02 51.06

Gs.1.65 (Gs‐1) 2.65 Ws = (R.a) + 1 % (R.a) N = R.C.10 R.C.100 0% = * (Ws*Wt)

1.009

30.μ

Zr 980 (Gs‐1) t = AxB μ A= 1

a=

‐

B =

Zr

BOR NO. DEPTH

0.17496

Zr

if  t ≤ 2 min z = ‐0.169 R + 18.5 if t ‐ . . μ= 0.00836

.

SIEVE ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

B OR N O. DEPTH

: DB 1 :   1.50 ‐ 2.00 m

WT Cont + Wet Soil Container No. WT Cont + Dry Soil

: : :

WT Container WT Dry Soil, Ws Gs

: : :

SIEVE NO. 1 1 /2 " 3/4" 1/ 2 " 4 10 20 40 60 10 0 14 0 20 0 an Percent Retained

36.6 gr B3 3 32.5 gr SIEVE OPENING (mm) 3 7 .5 0 0 1 9 .0 0 0 1 2 .5 0 0 4.760 2.000 0.840 0.425 0 .2 5 0 0 .1 4 9 0 .1 0 6 0 .0 7 4

: WT of Soil of  Soil Retained Total Soil Weight

WT Sieve (g)

WT SIEVE + SOIL (g)

WT SOIL RETAINED (g)

0.00 0.800 0.200 1.940 0.330

PERCENT RETAINED

0.00 3.12 0.78 7.55 1.29

19.02 gr 22.41 gr 2.61 gr CUM. PERCENT RETAINED

0.00 3.12 3.89 11.45 12.73

PERCENT FINER

1 0 0 .0 0 9 6 .8 8 9 6 .1 1 8 8 .5 5 8 7 .2 7

GRANSIZE DISTRIBUTION CURVE PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. Thamrin, Tangerang COARSE

BOR NO. DEPTH FINE

COARSE

MEDIUM SAND

GRAVEL

 

: DB 1 :   1.50 ‐ 2.00 m

FINE SILT

CLAY

100

80 70       )      % 60       (      N

50 40

Gravel = 3 % Sand = 17 % Fine Finess = 80 %

30 20 10

d10 Cu

= 0.001 mm d30 = 0.001 mm d60 = 0.006 mm = 6.00 Cc = 0.16

Silt C ay

= 40 % = 40 %

0 100

10

1

d (mm)

0.1

0.01

0.001

HYDROMETER ANALYSIS PROJECT LOCATION

: HOTEL : CIKOKOL TANGERANG

No. Hydro : Container : W Hydro (Ws) :

Time

2 B10 15.10 gr

Elapsed Time

Reading In

Temperatur

(min)

Suspension, R

in °C

0.00 0.25 0.50 1.00 2.00 . 10.00 20.00 40.00 62.00

 

15.00

 

14.00

 

13.75

 

13.25 .

 

11.75

 

11.50

 

11.25

 

115.00 180.00 1440.00 1524.00 D=

10.00  

9.50

 

9.25

8.50 7.50

1

Ws + W Sieve (Wt) Ws + W Pan (W1) Gs

: : :

B

18.74 gr 15.10 gr 2.67

D

N

in mm

in %

4.30 4.00 4.02 4.02 4.03 . 4.06 4.07 4.07 4.10

0.0000 2. 2 .0000 1. 1 .4142 1. 1 .0000 0. 0 .7071 . 0. 0 .3162 0. 0 .2236 0. 0 .1581 0. 0 .1270

0.14169 0.10019 0.07085 0.05010 . 0.02240 0.01584 0.01120 0.00900

0.69907 0.70276 0.70368 0.70552 . 0.71100 0.71191 0.71281 0.71734

0.0991 0.0704 0.0499 0.0353 . 0.0159 0.0113 0.0080 0.0065

79.77 74.46 73.13 70.47 . 62.49 61.16 59.83 53.18

4.11 4.12 4.13 4.15

0. 0 .0933 0. 0 .0745 0.0264 0.0256

0.00661 0.00528 0.00187 0.00181

0.71914 0.72004 0.72272 0.72629

0.0048 0.0038 0.0013 0.0013

50.52 49.19 45.21 39.89

Gs.1.65 (Gs‐1) 2.65 Ws = (R.a) + 1 % (R.a) N = R.C.10 R.C.100 0% = * (Ws*Wt)

0.996

a=

‐

0.17496

A

: DB 1 :   3.50 ‐ 4.00 m

t

30.μ

Zr 980 (Gs‐1) t = AxB μ A= 1 B =

0.00

 

Zr

BOR NO. DEPTH

Zr

if  t ≤ 2 min z = ‐0.169 R + 18.5 if t ‐ . . μ= 0.00836

.

SIEVE ANALYSIS PROJECT LOCATION

: HOTEL : CIKOKOL TANGERANG

B OR N O. DEPTH

: DB 1 :   3.50 ‐ 4.00 m

WT Cont + Wet Soil Container No. WT Cont + Dry Soil

: : :

WT Container WT Dry Soil, Ws Gs

: : :

SIEVE NO. 1 1 /2 " 3/4" 1/ 2 " 4 10 20 40 60 10 0 14 0 20 0 an Percent Retained

55.36 gr B1 0 47.7 gr SIEVE OPENING (mm) 3 7 .5 0 0 1 9 .0 0 0 1 2 .5 0 0 4.760 2 .0 0 0 0 .8 4 0 0 .4 2 5 0 .2 5 0 0 .1 4 9 0 .1 0 6 0 .0 7 4

: WT of Soil of  Soil Retained Total Soil Weight

WT Sieve (g)

WT SIEVE + SOIL (g)

WT SOIL RETAINED (g)

0.00 0.78 0.04 0.80 0.32 0.90 0 .0 0 0 .8 0

PERCENT RETAINED

0.00 3.04 0.16 3.12 1.25 3.50 0.00 3.12

19.08 gr 15.10 gr 2 .6 7 CUM. PERCENT RETAINED

0.00 3.04 3.19 6.31 7.55 11.06 11.06 14.17

PERCENT FINER

1 0 0 .0 0 9 6 .9 6 9 6 .8 1 9 3 .6 9 9 2 .4 5 8 8 .9 4 8 8 .9 4 8 5 .8 3

GRANSIZE DISTRIBUTION CURVE PROJECT : HOTEL LOCATI LOCATION ON : CIKOKO CIKOKOLL TANGERANG COARSE

BOR NO. DEPTH FINE

COARSE

MEDIUM

GRAVEL

 

: DB 1 :   3.50 ‐ 4.00 m

FINE

SAND

SILT

CLAY

100

80 70       )      % 60       (      N

50 40

Gravel = 0 % Sand = 15 % Fine Finess = 85 %

30 20 10

d10 Cu

= 0.001 mm d30 = 0.001 mm d60 = 0.01 mm = 10.00 Cc = 0.10

Silt Clay

= 40 % = 45 %

0 100

10

1

d (mm)

0.1

0.01

0.001

HYDROMETER ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

No. Hydro : Container : W Hydro (Ws) :

Time

3 B18 20.26 gr

Elapsed Time

Reading In

Temperatur

(min)

Suspension, R

in °C

0.00 0.25 0.50 1.00 2.00 . 10.00 20.00 40.00 62.00 115.00 180.00 1440.00 1524.00 D=

 

20.00

 

18.75

 

18.50

 

17.00 . 16.25

15.50 15.25 14.50 14.25 13.50  

1

Ws + W Sieve (Wt) Ws + W Pan (W1) Gs

: : :

B

22.25 gr 20.26 gr 2.64

D

N

in mm

in %

4.30 3.89 3.92 3.92 3.95 . 3.97 3.99 3.99 4.01

0.0000 2. 2 .0000 1. 1 .4142 1. 1 .0000 0. 0 .7071 . 0.3162 0. 0.2236 0. 0.1581 0. 0.1270 0.

0.14297 0.10109 0.07148 0.05055 . 0.02260 0.01598 0.01130 0.00908

0.68032 0.68506 0.68600 0.69163 . 0.69443 0.69722 0.69815 0.70092

0.0973 0.0693 0.0490 0.0350 . 0.0157 0.0111 0.0079 0.0064

90.16 84.52 83.39 76.63 . 73.25 69.87 68.74 65.36

4.01 4.03 4.04 4.04

0..0933 0 0.0745 0. 0. 0 .0264 0.0256 0.

0.00667 0.00533 0.00188 0.00183

0.70184 0.70460 0.70644 0.70735

0.0047 0.0038 0.0013 0.0013

64.24 60.86 58.60 57.47

Gs.1.65 (Gs‐1) 2.65 Ws = (R.a) + 1 % (R.a) N = R.C.10 R.C.100 0% = * (Ws*Wt)

1.003

a=

‐

0.17496

A

: DB 1 :   5.50 ‐ 6.00 m

t

30.μ

Zr 980 (Gs‐1) t = AxB μ A= 1 B =

13.00 12.75

Zr

BOR NO. DEPTH

Zr

if  t ≤ 2 min z = ‐0.169 R + 18.5 if t ‐ . . μ= 0.00836

.

SIEVE ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

B OR N O. DEPTH

: DB 1 :   5.50 ‐ 6.00 m

Sample Weight Container No. WT Cont + Dry Soil

: : :

WT Container WT Dry Soil, Ws Gs

: : :

SIEVE NO. 1 1 /2 " 3/4" 1/ 2 " 4 10 20 40 60 10 0 14 0 20 0 an Percent Retained

32 32.94 gr B2 2 28.72 gr SIEVE OPENING (mm) 3 7 .5 0 0 1 9 .0 0 0 1 2 .5 0 0 4.760 2 .0 0 0 0 .8 4 0 0 .4 2 5 0 .2 5 0 0 .1 4 9 0 .1 0 6 0 .0 7 4

: WT of Soil of  Soil Retained Total Soil Weight

WT Sieve (g)

WT SIEVE + SOIL (g)

WT SOIL RETAINED (g)

0.00 0.67 0.04 0.81 0.41 0.06

PERCENT RETAINED

0.00 3.01 0.18 3.64 1.84 0.27

18.94 gr 20.26 gr 2 .6 5 CUM. PERCENT RETAINED

0.00 3.01 3.19 6.83 8.67 8.94

PERCENT FINER

1 0 0 .0 0 9 6 .9 9 9 6 .8 1 9 3 .1 7 9 1 .3 3 9 1 .0 6

GRANSIZE DISTRIBUTION CURVE PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. Thamrin, Tangerang COARSE

BOR NO. DEPTH FINE

COARSE

MEDIUM

GRAVEL

 

: DB 1 :   5.50 ‐ 6.00 m

FINE

SAND

SILT

CLAY

100

80 70       )      % 60       (      N

50 40

Gravel = 0 % Sand = 12 % Fine Finess = 88 %

30 20 10

d10 Cu Silt Clay

= 0.001 mm d30 = 0.001 mm d60 = 0.003 mm = 3.00 Cc = 0.33 = 28 % = 60 %

0 100

10

1

d (mm)

0.1

0.01

0.001

HYDROMETER ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

No. Hydro : Container : W Hydro (Ws) :

Time

4 B11 19.50 gr

Elapsed Time

Reading In

Temperatur

(min)

Suspension, R

in °C

0.00 0.25 0.50 1.00 2.00 . 10.00 20.00 40.00 62.00 115.00 180.00 1440.00 1524.00 D=

 

19.00

 

18.00

 

17.75

 

17.25 . 14.50

14.25 13.00 12.75 11.50 10.50  

1

Ws + W Sieve (Wt) Ws + W Pan (W1) Gs

: : :

B

20.58 gr 19.50 gr 2.58

D

N

in mm

in %

4.30 3.91 3.93 3.94 3.95 . 4.01 4.01 4.04 4.04

0.0000 2. 2 .0000 1. 1 .4142 1. 1 .0000 0. 0 .7071 . 0.3162 0. 0.2236 0. 0.1581 0. 0.1270 0.

0.14534 0.10277 0.07267 0.05139 . 0.02298 0.01625 0.01149 0.00923

0.68411 0.68788 0.68882 0.69070 . 0.70092 0.70184 0.70644 0.70735

0.0994 0.0707 0.0501 0.0355 . 0.0161 0.0114 0.0081 0.0065

93.81 88.88 87.64 85.17 . 71.59 70.36 64.19 62.95

4.07 4.09 4.10 4.11

0..0933 0 0.0745 0. 0. 0 .0264 0.0256

0.00678 0.00542 0.00192 0.00186

0.71191 0.71553 0.71734 0.71824

0.0048 0.0039 0.0014 0.0013

56.78 51.84 49.38 48.14

Gs.1.65 (Gs‐1) 2.65 Ws = (R.a) + 1 % (R.a) N = R.C.10 R.C.100 0% = * (Ws*Wt)

1.016

a=

‐

0.17496

A

: DB 1 :   7.50 ‐ 8.00 m

t

30.μ

Zr 980 (Gs‐1) t = AxB μ A= 1 B =

10.00 9.75

Zr

BOR NO. DEPTH

Zr

if  t ≤ 2 min z = ‐0.169 R + 18.5 if t ‐ . . μ= 0.00836

.

SIEVE ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

B OR N O. DEPTH

: DB 1 :   7.50 ‐ 8.00 m

Sample Weight Container No. WT Cont + Dry Soil

: : :

WT Container WT Dry Soil, Ws Gs

: : :

SIEVE NO. 1 1 /2 " 3/4" 1/ 2 " 4 10 20 40 60 10 0 14 0 20 0 an Percent Retained

16 16.62 gr B1 1 16.00 gr SIEVE OPENING (mm) 3 7 .5 0 0 1 9 .0 0 0 1 2 .5 0 0 4.760 2.000 0.840 0 .4 2 5 0 .2 5 0 0 .1 4 9 0 .1 0 6 0 .0 7 4

: WT of Soil of  Soil Retained Total Soil Weight

WT Sieve (g)

WT SIEVE + SOIL (g)

WT SOIL RETAINED (g)

0.00 0.97 0.11

PERCENT RETAINED

0.00 4.71 0.53

8 . 1 3 gr 19.50 gr 2 .5 8 CUM. PERCENT RETAINED

0.00 4.71 5.25

PERCENT FINER

1 0 0 .0 0 9 5 .2 9 9 4 .7 5

GRANSIZE DISTRIBUTION CURVE PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. Thamrin, Tangerang COARSE

BOR NO. DEPTH FINE

COARSE

MEDIUM

GRAVEL

 

: DB 1 :   7.50 ‐ 8.00 m

FINE

SAND

SILT

CLAY

100

80 70       )      % 60       (      N

50 40

Gravel = 0 % Sand = 10 % Fine Finess = 90 %

30 20 10

d10 Cu

= 0.001 mm d30 = 0.001 mm d60 = 0.006 mm = 6.00 Cc = 0.16

Silt Clay

= 40 % = 50 %

0 100

10

1

d (mm)

0.1

0.01

0.001

HYDROMETER ANALYSIS PROJECT LOCATION

: Hotel Everbright Cikokol : MH. Thamrin, Tangerang

No. Hydro : Container : W Hydro (Ws) :

Time

D=

1 B25 20.10 gr

Elapsed Time

Reading In

Temperatur

(min)

Suspension, R

in °C

1

A

: DB 2 :   1.50 ‐ 2.00 m

Ws + W Sieve (Wt) Ws + W Pan (W1) Gs

: : :

B

t

25.95 gr 20.10 gr 2.67

D

N

in mm

in %

0.00 0.25 0.50 1.00 2.00 . 10.00 20.00 40.00 62.00

0.00 20.00 19.75 19.50 19.00 . 17.75 17.50 16.25 16.25

4.30 3.89 3.89 3.90 3.91 . 3.94 3.94 3.97 3.97

0.0000 2.0000 2. 1.4142 1. 1.0000 1. 0.7071 0. . 0.3162 0. 0.2236 0. 0.1581 0. 0.1270 0.

0.14146 0.10003 0.07073 0.05002 . 0.02237 0.01582 0.01118 0.00898

0.68032 0.68127 0.68222 0.68411 . 0.68882 0.68976 0.69443 0.69443

0.0962 0.0681 0.0483 0.0342 . 0.0154 0.0109 0.0078 0.0062

76.69 75.73 74.78 72.86 . 68.07 67.11 62.31 62.31

115.00 180.00 1440.00 1524.00

15.00 13.00 12.25 11.00

4.00 4.04 4.05 4.08

0..0933 0 0.0745 0. 0.0264 0. 0.0256 0.

0.00660 0.00527 0.00186 0.00181

0.69907 0.70644 0.70918 0.71372

0.0046 0.0037 0.0013 0.0013

57.52 49.85 46.97 42.18

Gs.1.65 (Gs‐1) 2.65 Ws = (R.a) + 1 % (R.a) N = R.C.10 R.C.100 0% = * (Ws*Wt)

0.995

30.μ

Zr 980 (Gs‐1) t = AxB μ A= 1

a=

‐

B =

Zr

BOR NO. DEPTH

0.17496

Zr

if  t ≤ 2 min z = ‐0.169 R + 18.5 if t ‐ . . μ= 0.00836

.

SIEVE ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

B OR N O. DEPTH

: DB 2 :   1.50 ‐ 2.00 m

WT Cont + Wet Soil Container No. WT Cont + Dry Soil

: : :

WT Container WT Dry Soil, Ws Gs

: : :

SIEVE NO. 1 1 /2 " 3/4" 1/ 2 " 4 10 20 40 60 10 0 14 0 20 0 an Percent Retained

37.04 gr B2 5 14.98 gr SIEVE OPENING (mm) 3 7 .5 0 0 1 9 .0 0 0 1 2 .5 0 0 4.760 2.000 0.840 0.425 0.250 0.149 0.106 0 .0 7 4

: WT of Soil of  Soil Retained Total Soil Weight

WT Sieve (g)

WT SIEVE + SOIL (g)

WT SOIL RETAINED (g)

0.000 2.420 0.760 0.990 1.240 0.320 0.120

PERCENT RETAINED

0.00 9.32 2.93 3.81 4.78 1.23 0.46

14.98 gr 20.10 gr 2.67 gr CUM. PERCENT RETAINED

0.00 9.32 12.25 16.07 20.84 22.08 22.54

PERCENT FINER

1 0 0 .0 0 9 0 .6 8 8 7 .7 5 8 3 .9 3 7 9 .1 6 7 7 .9 2 7 7 .4 6

GRANSIZE DISTRIBUTION CURVE PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. Thamrin, Tangerang COARSE

BOR NO. DEPTH FINE

COARSE

MEDIUM SAND

GRAVEL

 

: DB 2 :   1.50 ‐ 2.00 m

FINE SILT

CLAY

100

80 70       )      % 60       (      N

50 40

Gravel = 0 % Sand = 20 % Fine Finess = 80 %

30 20 10

d10 Cu

= 0.001 mm d30 = 0.001 mm d60 = 0.005 mm = 5.00 Cc = 0.20

Silt C ay

= 30 % = 50 %

0 100

10

1

d (mm)

0.1

0.01

0.001

HYDROMETER ANALYSIS PROJECT LOCATION

: HOTEL : CIKOKOL TANGERANG

No. Hydro : Container : W Hydro (Ws) :

Time

2 B28 22.00 gr

Elapsed Time

Reading In

Temperatur

(min)

Suspension, R

in °C

0.00 0.25 0.50 1.00 2.00 . 10.00 20.00 40.00 62.00 115.00 180.00 1440.00 1524.00 D=

 

21.50

 

21.25

 

21.00

 

20.75 .

 

20.00

 

19.75

 

18.00

 

16.50

 

16.25

 

14.00

12.25 12.00

1

Ws + W Sieve (Wt) Ws + W Pan (W1) Gs

: : :

B

26.25 gr 22.00 gr 2.59

D

N

in mm

in %

4.30 3.86 3.86 3.87 3.87 . 3.89 3.89 3.93 3.96

0.0000 2. 2 .0000 1. 1 .4142 1. 1 .0000 0. 0 .7071 . 0. 0 .3162 0. 0 .2236 0. 0 .1581 0. 0 .1270

0.14481 0.10240 0.07241 0.05120 . 0.02290 0.01619 0.01145 0.00920

0.67460 0.67555 0.67651 0.67746 . 0.68032 0.68127 0.68788 0.69350

0.0977 0.0692 0.0490 0.0347 . 0.0156 0.0110 0.0079 0.0064

82.98 82.01 81.05 80.09 . 77.19 76.23 69.47 63.68

3.97 4.02 4.05 4.06

0. 0 .0933 0. 0 .0745 0.0264 0. 0.0256 0.

0.00675 0.00540 0.00191 0.00185

0.69443 0.70276 0.70918 0.71009

0.0047 0.0038 0.0014 0.0013

62.72 54.03 47.28 46.31

Gs.1.65 (Gs‐1) 2.65 Ws = (R.a) + 1 % (R.a) N = R.C.10 R.C.100 0% = * (Ws*Wt)

1.013

a=

‐

0.17496

A

: DB 2 :   3.50 ‐ 4.00 m

t

30.μ

Zr 980 (Gs‐1) t = AxB μ A= 1 B =

0.00

 

Zr

BOR NO. DEPTH

Zr

if  t ≤ 2 min z = ‐0.169 R + 18.5 if t ‐ . . μ= 0.00836

.

SIEVE ANALYSIS PROJECT LOCATION

: HOTEL : CIKOKOL TANGERANG

B OR N O. DEPTH

: DB 2 :   3.50 ‐ 4.00 m

WT Cont + Wet Soil Container No. WT Cont + Dry Soil

: : :

WT Container WT Dry Soil, Ws Gs

: : :

SIEVE NO. 1 1 /2 " 3/4" 1/ 2 " 4 10 20 40 60 10 0 14 0 20 0 an Percent Retained

53.32 gr B2 8 64.58 gr SIEVE OPENING (mm) 3 7 .5 0 0 1 9 .0 0 0 1 2 .5 0 0 4.760 2.000 0.840 0.425 0.250 0 .1 4 9 0 .1 0 6 0 .0 7 4

: WT of Soil of  Soil Retained Total Soil Weight

WT Sieve (g)

WT SIEVE + SOIL (g)

WT SOIL RETAINED (g)

0 1.33 0.89 0.06 0.35 0.81 0.50 0.21 0.10

PERCENT RETAINED

0.00 5.12 3.43 0.23 1.35 3.12 1.93 0.81 0.39

15.38 gr 22.00 gr 2 .5 9 CUM. PERCENT RETAINED

0.00 5.12 8.55 8.78 10.13 13.25 15.18 15.99 16.37

PERCENT FINER

100 . 00 9 4 .8 8 9 1 .4 5 9 1 .2 2 8 9 .8 7 8 6 .7 5 8 4 .8 2 8 4 .0 1 8 3 .6 3

GRANSIZE DISTRIBUTION CURVE PROJECT : HOTEL LOCATI LOCATION ON : CIKOKO CIKOKOLL TANGERANG COARSE

BOR NO. DEPTH FINE

COARSE

MEDIUM

GRAVEL

 

: DB 2 :   3.50 ‐ 4.00 m

FINE

SAND

SILT

CLAY

100

80 70       )      % 60       (      N

50 40

Gravel = 5 % Sand = 15 % Fine Finess = 80 %

30 20 10

d10 Cu

= 0.001 mm d30 = 0.001 mm d60 = 0.004 mm = 4.00 Cc = 0.25

Silt Clay

= 30 % = 50 %

0 100

10

1

d (mm)

0.1

0.01

0.001

HYDROMETER ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

No. Hydro : Container : W Hydro (Ws) :

Time

3 B22 31.63 gr

Elapsed Time

Reading In

Temperatur

(min)

Suspension, R

in °C

0.00 0.25 0.50 1.00 2.00 . 10.00 20.00 40.00 62.00 115.00 180.00 1440.00 1524.00 D=

 

30.00

 

29.75

 

29.50

 

28.50 . 27.50

27.25 25.00 23.00 22.00 13.00  

1

Ws + W Sieve (Wt) Ws + W Pan (W1) Gs

: : :

B

34.07 gr 31.63 gr 2.48

D

N

in mm

in %

4.30 3.66 3.67 3.68 3.70 . 3.72 3.73 3.78 3.82

0.0000 2. 2 .0000 1. 1 .4142 1. 1 .0000 0. 0 .7071 . 0.3162 0. 0.2236 0. 0.1581 0. 0.1270 0.

0.15040 0.10635 0.07520 0.05317 . 0.02378 0.01682 0.01189 0.00955

0.64118 0.64218 0.64319 0.64720 . 0.65118 0.65217 0.66104 0.66882

0.0964 0.0683 0.0484 0.0344 . 0.0155 0.0110 0.0079 0.0064

91.92 91.15 90.39 87.32 . 84.26 83.49 76.60 70.47

3.84 4.04 4.09 4.10

0..0933 0 0.0745 0. 0. 0 .0264 0.0256 0.

0.00701 0.00561 0.00198 0.00193

0.67268 0.70644 0.71643 0.71734

0.0047 0.0040 0.0014 0.0014

67.41 39.83 31.41 30.64

Gs.1.65 (Gs‐1) 2.65 Ws = (R.a) + 1 % (R.a) N = R.C.10 R.C.100 0% = * (Ws*Wt)

1.044

a=

‐

0.17496

A

: DB 2 :   5.50 ‐ 6.00 m

t

30.μ

Zr 980 (Gs‐1) t = AxB μ A= 1 B =

10.25 10.00

Zr

BOR NO. DEPTH

Zr

if  t ≤ 2 min z = ‐0.169 R + 18.5 if t ‐ . . μ= 0.00836

.

SIEVE ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

B OR N O. DEPTH

: DB 2 :   5.50 ‐ 6.00 m

Sample Weight Container No. WT Cont + Dry Soil

: : :

WT Container WT Dry Soil, Ws Gs

: : :

SIEVE NO. 1 1 /2 " 3/4" 1/ 2 " 4 10 20 40 60 10 0 14 0 20 0 an Percent Retained

15 156.4 gr B2 2 19.85 gr SIEVE OPENING (mm) 3 7 .5 0 0 1 9 .0 0 0 1 2 .5 0 0 4.760 2.000 0.840 0.425 0.250 0 .1 4 9 0 .1 0 6 0 .0 7 4

: WT of Soil of  Soil Retained Total Soil Weight

WT Sieve (g)

WT SIEVE + SOIL (g)

WT SOIL RETAINED (g)

0.00 1.35 0.66 0.24 0.11 0.08

PERCENT RETAINED

0.00 3.96 1.94 0.70 0.32 0.23

15.45 gr 31.63 gr 2 .6 5 CUM. PERCENT RETAINED

0.00 3.96 5.90 6.60 6.93 7.16

PERCENT FINER

1 0 0 .0 0 9 6 .0 4 9 4 .1 0 9 3 .4 0 9 3 .0 7 9 2 .8 4

GRANSIZE DISTRIBUTION CURVE PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. Thamrin, Tangerang COARSE

BOR NO. DEPTH FINE

COARSE

MEDIUM

GRAVEL

 

: DB 2 :   5.50 ‐ 6.00 m

FINE

SAND

SILT

CLAY

100

80 70       )      % 60       (      N

50 40

Gravel = 0 % Sand = 10 % Fine Finess = 90 %

30 20 10

d10 Cu

= 0.001 mm d30 = 0.001 mm d60 = 0.004 mm = 4.00 Cc = 0.25

Silt Clay

= 55 % = 35 %

0 100

10

1

d (mm)

0.1

0.01

0.001

HYDROMETER ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

No. Hydro : Container : W Hydro (Ws) :

Time

4 B11 17.08 gr

Elapsed Time

Reading In

Temperatur

(min)

Suspension, R

in °C

0.00 0.25 0.50 1.00 2.00 . 10.00 20.00 40.00 62.00

 

17.25

 

17.00

 

16.75

 

16.50 . 15.50

14.00 13.00 12.75

115.00 180.00 1440.00 1524.00 D=

12.25 11.00  

1

Ws + W Sieve (Wt) Ws + W Pan (W1) Gs

: : :

B

17.32 gr 17.08 gr 2.74

D

N

in mm

in %

4.30 3.95 3.95 3.96 3.96 . 3.99 4.02 4.04 4.04

0.0000 2. 2 .0000 1. 1 .4142 1. 1 .0000 0. 0 .7071 . 0.3162 0. 0.2236 0. 0.1581 0. 0.1270 0.

0.13858 0.09799 0.06929 0.04900 . 0.02191 0.01549 0.01096 0.00880

0.69070 0.69163 0.69257 0.69350 . 0.69722 0.70276 0.70644 0.70735

0.0957 0.0678 0.0480 0.0340 . 0.0153 0.0109 0.0077 0.0062

97.64 96.22 94.81 93.39 . 87.73 79.24 73.58 72.17

4.05 4.08 4.11 4.12

0..0933 0 0.0745 0. 0. 0 .0264 0.0256

0.00646 0.00516 0.00183 0.00177

0.70918 0.71372 0.71824 0.72004

0.0046 0.0037 0.0013 0.0013

69.34 62.26 55.19 52.36

Gs.1.65 (Gs‐1) 2.65 Ws = (R.a) + 1 % (R.a) N = R.C.10 R.C.100 0% = * (Ws*Wt)

0.980

a=

‐

0.17496

A

: DB 2 :   7.50 ‐ 8.00 m

t

30.μ

Zr 980 (Gs‐1) t = AxB μ A= 1 B =

9.75 9.25

Zr

BOR NO. DEPTH

Zr

if  t ≤ 2 min z = ‐0.169 R + 18.5 if t ‐ . . μ= 0.00836

.

SIEVE ANALYSIS PROJECT LOCATION

: Hote Hotell Everbright Cikokol : MH. Thamrin, Tangerang

B OR N O. DEPTH

: DB 2 :   7.50 ‐ 8.00 m

Sample Weight Container No. WT Cont + Dry Soil

: : :

WT Container WT Dry Soil, Ws Gs

: : :

SIEVE NO. 1 1 /2 " 3/4" 1/ 2 " 4 10 20 40 60 10 0 14 0 20 0 an Percent Retained

42 42.03 gr B1 1 20.55 gr SIEVE OPENING (mm) 3 7 .5 0 0 1 9 .0 0 0 1 2 .5 0 0 4 .7 6 0 2 .0 0 0 0 .8 4 0 0 .4 2 5 0 .2 5 0 0 .1 4 9 0 .1 0 6 0 .0 7 4

: WT of Soil of  Soil Retained Total Soil Weight

WT Sieve (g)

WT SIEVE + SOIL (g)

WT SOIL RETAINED (g)

0.00 0.08 0.09 0.00 0 .0 0 0 .0 7

PERCENT RETAINED

0.00 0.46 0.52 0.00 0.00 0.40

16.1 gr 17.08 gr 2 .7 4 CUM. PERCENT RETAINED

0.00 0.46 0.98 0.98 0.98 1.39

PERCENT FINER

1 0 0 .0 0 9 9 .5 4 9 9 .0 2 9 9 .0 2 9 9 .0 2 9 8 .6 1

GRANSIZE DISTRIBUTION CURVE PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. Thamrin, Tangerang COARSE

BOR NO. DEPTH FINE

COARSE

MEDIUM

GRAVEL

 

: DB 2 :   7.50 ‐ 8.00 m

FINE

SAND

SILT

CLAY

100

80 70       )      % 60       (      N

50 40

Gravel = 0 % Sand = 5 % Fine Finess = 95 %

30 20 10

d10 Cu

= 0.001 mm d30 = 0.001 mm d60 = 0.003 mm = 3.00 Cc = 0.33

Silt Clay

= 40 % = 55 %

0 100

10

1

d (mm)

0.1

0.01

0.001

ATTERBERG LIMIT TEST PROJECT LOCATION BOR NO.

TESTED BY :  Agustinus DATE :   28/5/2015 DEPTH :  1.50 ‐ 2.00 m

: Hotel Hotel Everbright Cikokol : MH. Thamrin, Tangerang : DB1

Determination No.

1 50 D1 D2 16.79 . 14.30 14.13 10.02 9.94 4.28 4.19 2.49 1.99 58.18 47.49 52.84

No. Of Blows Of  Blows Container No. Wt. of Wet of  Wet Soil + Cont

(kg)

Wt. of Dry of  Dry Soil + Cont

(kg)

Wt. of Cont of  Cont

(kg)

Wt. of Dry of  Dry Soil

(kg)

Wt. of Moisture of  Moisture

(kg)

Water Contents, wn

(%)

Average Water Content, wn

(%)

2 40 D3 D4 16.17 . 13.87 14.05 10.01 10.01 3.8 6 4.04 2.3 0 2.39 59.59 59.16 59.37

3 30 D5 D6 15.37 . 13.37 14.8 4 9.9 3 10.32 3.44 4.5 2 2.00 2.8 9 58.14 63.94 61.0 4

4

         

5 14 D9 D10

24 D7 D8 18.78 . 15.16 14.33 9.95 10.02 5.21 4.31 3.62 2.99 69.48 69.3 7 69.43

         

14.96 . 12.26 14.50 8.82 8.74 3.4 4 5.7 6 2.7 0 4.5 0 78.49 78.13 78.3 1

90 80

    )     %     (    n    w  ,     t    n    e     t    n    o     C    r    e     t    a     W

70 60 50

30 20 10 0 0

5

10

15

20

25

30

No. of Blows, of  Blows, N

35

40

45

50

55

ATTERBERG LIMIT TEST TESTED BY :  Agustinus DATE :   28/5/2015 DEPTH :   1.50 ‐ 2.00 m

PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. MH. Thamrin, Tangerang BOR NO. : DB1

Determination No. Container No. Wt. of Wet of  Wet Soil + Cont Wt. of Dry of  Dry Soil + Cont Wt. of Cont of  Cont . Wt. of Moisture of  Moisture Water Contents, wn verage Water Content, w

1 1 (kg) (kg) (kg)

4.74 4.24 2.68 . 0.50 32.0 5

(kg) (%) (%) (%) (%) (%) (%) (%)

LL PL wn IP IL

2 2

3 3

5.0 7 4.5 0 2.7 1 . 0.5 7 31.84

4

5

4.34 3.97 2.71 . 0.37 29.37 31.09

69.00 31.09 41.41 37.91 0.27

100 90 80

    )     %     (    x    e     d    n     I    y     t     i    c     i     t    a     l     P

70 60

CH 50 40 30

CL

20

OH or MH

10

CL‐ML

0 0

10

ML or OL

ML 20

30

40

50

60

70

80

90

100

11 1 10

Liquid Limits, LL (%) A line = 0.73 (WL‐20) UL = 0.90 (WL‐8)

Deskripsi Deskripsi : Lempung Lempung kelanauan, High Plasticity

120

13 1 30

14 1 40

ATTERBERG LIMIT TEST PROJECT LOCATION BOR NO.

TESTED BY :  Agustinus DATE :   28/5/2015 DEPTH :  3,50 ‐ 4.00 m

: Hotel Hotel Everbright Cikokol : MH. Thamrin, Tangerang : DB1

Determination No.

1 50 F1 1 F2 18.40 19.2 6 15.47 16.1 2 9.95 8.95 5.52 . 2.93 3.14 53.08 43.7 9 48.44

No. Of Blows Of  Blows Container No. Wt. of Wet of  Wet Soil + Cont

(kg)

Wt. of Dry of  Dry Soil + Cont

(kg)

Wt. of Cont of  Cont

(kg)

Wt. of Dry of  Dry Soil

(kg)

Wt. of Moisture of  Moisture

(kg)

Water Contents, wn

(%)

Average Water Content, wn

(%)

2 40 D1 3 D14 18.45 16.38 15.15 13.71 9.14 8.80 6.01 . 3.30 2.67 54.91 54.38 54.64

3 30 D15 D16 18.4 7 17.90 14.92 14.59 8.79 8.85 6.1 3 . 3.5 5 3.31 57.9 1 57.67 57.7 9

4

5 15 D19 D20

25 D17 D18   19.90   17.76   15.61   14.19   8.80   8.80 6.81 . 4.29 3.5 7 63.00 66.23 64.61

           

19.63 23.80 15.29 17.92 8.80 8.73 6.49 . 4.34 5.88 66.8 7 63.98 65.4 3

80 70

    )     %     (    n    w  ,     t    n    e     t    n    o     C    r    e     t    a     W

60 50

30 20 10 0 0

5

10

15

20

25

30

No. of Blows, of  Blows, N

35

40

45

50

55

ATTERBERG LIMIT TEST TESTED BY :  Agustinus DATE :   28/5/2015 DEPTH :   3,50 ‐ 4.00 m

PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. MH. Thamrin, Tangerang BOR NO. : DB1

Determination No.

1 4

Container No. Wt. of Wet of  Wet Soil + Cont Wt. of Dry of  Dry Soil + Cont Wt. of Cont of  Cont Wt. of Dry of  Dry Soil Wt. of Moisture of  Moisture Water Contents, wn erage Water Content, w

(kg) (kg) (kg) (kg) (kg) (%) (%)

4.79 4.31 2.65 1.66 0.48 28.92

LL

(%)

wn IP IL

(%) (%) (%)

62.00 . 52.09 33.63 0.71

2 5

3 6

4.90 4.40 2.65 1.75 0.50 28.57

4

4.58 4.16 2.64 1.52 0.42 27.63 28.37

100

80

    )     %     (    x    e     d    n     I    y     t     i     i     t    s    a     l     P

70 60

CH

50

30

CL

20 10 0

OH or MH CL‐ML

ML

ML or OL

Liquid Limits, LL (%) A line = 0.73 (WL‐20) UL = 0.90 (WL‐8)

Deskripsi Deskripsi : Lempung Lempung kelanauan, High Plasticity

5

ATTERBERG LIMIT TEST PROJECT LOCATION BOR NO.

TESTED BY :  Agustinus DATE :   28/5/2015 DEPTH :  5.50‐6.00

: Hotel Hotel Everbright Cikokol : MH. Thamrin, Tangerang : DB1

Determination No.

1 50 E1 E2 18.65 18.9 2 15.71 15.8 9 9.92 9.97 5.79 . 2.94 3.03 50.78 51.1 8 50.98

No. Of Blows Of  Blows Container No. Wt. of Wet of  Wet Soil + Cont

(kg)

Wt. of Dry of  Dry Soil + Cont

(kg)

Wt. of Cont of  Cont

(kg)

Wt. of Dry of  Dry Soil

(kg)

Wt. of Moisture of  Moisture

(kg)

Water Contents, wn

(%)

Average Water Content, wn

(%)

2 40 E3 E4 21.89 17.22 17.60 14.40 10.00 9.99 7.60 . 4.29 2.82 56.45 63.95 60.20

3 30 E5 E6 18.43 18.84 15.17 15.44 9.95 9.9 5 5.2 2 . 3.2 6 3.40 62.4 5 61.93 62.1 9

4

           

5 15 E9 E10

24 E7 E8 22.74 22.59 17.69 17.48 10.00 10.02 7.69 . 5.05 5.1 1 65.67 68.50 67.08

           

17.98 18.68 14.75 15.02 9.99 10.06 4.76 . 3.23 3.66 67.8 6 73.79 70.8 2

80 70

    )     %     (    n    w  ,     t    n    e     t    n    o     C    r    e     t    a     W

60 50

30 20 10 0 0

5

10

15

20

25

30

No. of Blows, of  Blows, N

35

40

45

50

55

ATTERBERG LIMIT TEST TESTED BY :  Agustinus DATE :   28/5/2015 DEPTH :   5.50‐6.00

PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. MH. Thamrin, Tangerang BOR NO. : DB1

Determination No.

1 7

Container No. Wt. of Wet of  Wet Soil + Cont Wt. of Dry of  Dry Soil + Cont Wt. of Cont of  Cont Wt. of Dry of  Dry Soil Wt. of Moisture of  Moisture Water Contents, wn erage Water Content, w

(kg) (kg) (kg) (kg) (kg) (%) (%)

5.19 4.55 2.71 1.84 0.64 34.78

LL

(%)

wn IP IL

(%) (%) (%)

66.00 . 56.31 31.14 0.69

2 8

3 9

4.89 4.30 2.69 1.61 0.59 36.65

4

5.11 4.51 2.70 1.81 0.60 33.15 34.86

100

80

    )     %     (    x    e     d    n     I    y     t     i     i     t    s    a     l     P

70 60

CH

50

30

CL

20 10 0

OH or MH CL‐ML

ML

ML or OL

Liquid Limits, LL (%) A line = 0.73 (WL‐20) UL = 0.90 (WL‐8)

Deskripsi Deskripsi : Lempung Lempung kelanauan, High Plasticity

5

ATTERBERG LIMIT TEST PROJECT LOCATION BOR NO.

TESTED BY :  Agustinus DATE :   28/5/2015 DEPTH :  7.50 ‐ 8.00 m

: Hotel Hotel Everbright Cikokol : MH. Thamrin, Tangerang : DB 1

Determination No.

1 50 D1 1 D1 2 19.27 18.5 5 14.83 14.1 2 7.95 7.75 6.88 . 4.44 4.43 64.53 69.5 4 67.04

No. Of Blows Of  Blows Container No. Wt. of Wet of  Wet Soil + Cont

(kg)

Wt. of Dry of  Dry Soil + Cont

(kg)

Wt. of Cont of  Cont

(kg)

Wt. of Dry of  Dry Soil

(kg)

Wt. of Moisture of  Moisture

(kg)

Water Contents, wn

(%)

Average Water Content, wn

(%)

2 40 F3 F4 19.7 8 18.50 15.31 14.72 9.06 9.45 6.25 . 4.47 3.78 71.52 71.73 71.62

3 30 F5 F6 20.7 8 16.83 15.73 13.57 9.01 9.24 6.7 2 . 5.0 5 3.26 75.1 5 75.29 75.2 2

4

           

5 15 F9 F10

24 F7 F8 17.89 20.48 14.37 15.79 9.99 10.02 4.38 . 3.52 4.6 9 80.37 81.28 80.82

           

20.19 19.90 15.48 15.24 9.99 10.00 5.49 . 4.71 4.66 85.7 9 88.93 87.3 6

100 90

    )     %     (    n    w  ,     t    n    e     t    n    o     C    r    e     t    a     W

80 70 60

40 30 20 10 0 0

5

10

15

20

25

30

No. of Blows, of  Blows, N

35

40

45

50

55

ATTERBERG LIMIT TEST TESTED BY :  Agustinus DATE :   28/5/2015 DEPTH :   7.50 ‐ 8.00 m

PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. MH. Thamrin, Tangerang BOR NO. : DB 1

Determination No.

1 10

Container No. Wt. of Wet of  Wet Soil + Cont Wt. of Dry of  Dry Soil + Cont Wt. of Cont of  Cont Wt. of Dry of  Dry Soil Wt. of Moisture of  Moisture Water Contents, wn erage Water Content, w

(kg) (kg) (kg) (kg) (kg) (%) (%)

4.45 3.99 2.75 1.24 0.46 37.10

LL

(%)

wn IP IL

(%) (%) (%)

80.00 . 62.71 42.68 0.59

2 11

3 12

4.93 4.35 2.67 1.68 0.58 34.52

4

4.21 3.75 2.61 1.14 0.46 40.35 37.32

100

80

    )     %     (    x    e     d    n     I    y     t     i     i     t    s    a     l     P

70 60

CH

50

30

CL

20 10 0

OH or MH CL‐ML

ML

ML or OL

Liquid Limits, LL (%) A line = 0.73 (WL‐20) UL = 0.90 (WL‐8)

Deskripsi Deskripsi : Lempung Lempung kelanauan, High Plasticity

5

ATTERBERG LIMIT TEST PROJECT LOCATION BOR NO.

TESTED BY :  Agustinus DATE :   13/05/2015 DEPTH :  1.50 ‐ 2.00 m

: Hotel Hotel Everbright Cikokol : MH. Thamrin, Tangerang : DB 2

Determination No.

1 50 F3 F10 18.88 . 16.60 17.90 10.04 9.99 6.56 7.91 2.28 2.74 34.76 34.64 34.70

No. Of Blows Of  Blows Container No. Wt. of Wet of  Wet Soil + Cont

(kg)

Wt. of Dry of  Dry Soil + Cont

(kg)

Wt. of Cont of  Cont

(kg)

Wt. of Dry of  Dry Soil

(kg)

Wt. of Moisture of  Moisture

(kg)

Water Contents, wn

(%)

Average Water Content, wn

(%)

2 40 E5 D12 18.52 . 16.21 15.25 9.9 3 8.75 6.2 8 6.50 2.3 1 2.29 36.78 35.23 36.01

3 27 F2 D7 19.77 . 16.88 15.9 4 9.9 4 9.9 5 6.94 5.9 9 2.89 2.6 1 41.64 43.57 42.6 1

4

         

5 16 CC DB

21 F12 D7 21.72 . 18.03 16.42 10.06 9.92 7.97 6.50 3.69 2.95 46.30 45.3 8 45.84

         

19.87 . 16.59 16.60 10.00 8.79 6.5 9 7.8 1 3.2 8 3.8 6 49.77 49.42 49.6 0

60 50

    )     %     (    n 40    w  ,     t    n    e 30     t    n    o     C    r    e 20     t    a     W 10 0 0

5

10

15

20

25

30

No. of Blows, of  Blows, N

35

40

45

50

55

ATTERBERG LIMIT TEST TESTED BY :  Agustinus DATE :   13/05/2015 DEPTH :   1.50 ‐ 2.00 m

PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. MH. Thamrin, Tangerang BOR NO. : DB 2

Determination No. Container No. Wt. of Wet of  Wet Soil + Cont Wt. of Dry of  Dry Soil + Cont Wt. of Cont of  Cont . Wt. of Moisture of  Moisture Water Contents, wn verage Water Content, w

1 19 (kg) (kg) (kg)

7.95 7.14 4.32 . 0.81 28.7 2

(kg) (%) (%) (%) (%) (%) (%) (%)

LL PL wn IP IL

2 55

3 51

7.7 7 6.9 8 4.3 1 . 0.7 9 29.59

4

5

7.32 6.68 4.30 . 0.64 26.89 28.40

44.00 28.40 46.04 15.60 1.13

100 90 80

    )     %     (    x    e     d    n     I    y     t     i    c     i     t    a     l     P

70 60

CH

50 40 30

CL

20

OH or MH 10

CL‐ML

0 0

10

ML or OL

ML 20

30

40

50

60

70

80

90

100

11 1 10

Liquid Limits, LL (%) A line = 0.73 (WL‐20) UL = 0.90 (WL‐8)

Deskripsi Deskripsi : Lempung Lempung kelanauan, Low Plasticity

120

13 1 30

14 1 40

ATTERBERG LIMIT TEST PROJECT LOCATION BOR NO.

TESTED BY :  Agustinus DATE :   19/05/2015 DEPTH :  3,50 ‐ 4.00 m

: Hotel Hotel Everbright Cikokol : MH. Thamrin, Tangerang : DB 2

Determination No.

1 50 D1 F1 18.18 17.3 2 15.6 8 15.0 7 10.0 3 9.95 5.65 . 2.50 2.25 44.2 1 43.9 5 44.0 8

No. Of Blows Of  Blows Container No. Wt. of Wet of  Wet Soil + Cont

(kg)

Wt. of Dry of  Dry Soil + Cont

(kg)

Wt. of Cont of  Cont

(kg)

Wt. of Dry of  Dry Soil

(kg)

Wt. of Moisture of  Moisture

(kg)

Water Contents, wn

(%)

Average Water Content, wn

(%)

2 33 D19 D 20 16.36 14.68 13.91 12.75 8.79 8.73 5.12 . 2.45 1.93 47.85 48.01 47.93

3 25 E8 D6 17.43 17.85 14.90 15.33 9.98 10.34 4.92 . 2.53 2.52 51.42 50.50 50.96

4

           

5 15 E14 E2

20 F9 F11 16.17 16.62 14.00 14.30 9.98 9.96 4.02 . 2.17 2.32 53.98 53.46 53.72

           

15.01 16.26 13.02 13.96 9.99 9.96 3.03 . 1.99 2.30 65.68 57.50 61.59

70 60     )     %     (    n    w  ,     t    n    e     t    n    o     C    r    e     t    a     W

50 40 30 20 10 0 0

5

10

15

20

25

30

No. of Blows, of  Blows, N

35

40

45

50

55

ATTERBERG LIMIT TEST TESTED BY :  Agustinus DATE :   19/05/2015 DEPTH :  3,50 ‐ 4.00 m

PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. Thamrin, Tangerang BOR NO. : DB 2

Determination No.

1 16

2 58

Container No. Wt. of Wet of  Wet Soil + Cont Wt. of Dry of  Dry Soil + Cont Wt. of Cont of  Cont Wt. of Dry of  Dry Soil Wt. of Moisture of  Moisture Water Contents, wn verage Water Content,

(kg) (kg) (kg) (kg) (kg) (%) (%)

7.11 6.49 4.32 2.17 0.62 28.57

LL

(%)

wn IP IL

(%) (%) (%)

53.80 . 42.85 26.58 0.59

3 29

7.72 7.02 4.30 2.72 0.70 25.74

4

5

7.02 6.44 4.32 2.12 0.58 27.36 27.22

100 90 80     )     %     (    x    e     d    n     I    y     t     i    c     i     t    s    a     l     P

70 60 CH

50 40 30 CL 20

OH or MH 10 CL‐ML

0 0

10

ML or OL

ML 20

30

40

50

60

70

80

90

100

1 10 11

Liquid Limits, LL (%) A line = 0.73 (WL‐20) UL = 0.90 (WL‐8)

Deskripsi Deskripsi : Lempung Lempung kelanauan, Medium Plasticity

1 20 12

1 30 13

1 40 14

ATTERBERG LIMIT TEST PROJECT LOCATION BOR NO.

TESTED BY :  Agustinus DATE :   19/05/2015 DEPTH :  5,50 ‐ 6.00 m

: Hotel Hotel Everbright Cikokol : MH. Thamrin, Tangerang : DB 2

Determination No.

1 50 D11 D17 16.77 13.9 0 13.7 4 11.9 3 8.80 8.79 4.94 . 3.03 1.97 61.3 4 62.7 4 62.0 4

No. Of Blows Of  Blows Container No. Wt. of Wet of  Wet Soil + Cont

(kg)

Wt. of Dry of  Dry Soil + Cont

(kg)

Wt. of Cont of  Cont

(kg)

Wt. of Dry of  Dry Soil

(kg)

Wt. of Moisture of  Moisture

(kg)

Water Contents, wn

(%)

Average Water Content, wn

(%)

2 40 D3 D9 16.42 13.63 13.83 11.78 10.00 8.82 3.83 . 2.59 1.85 67.62 62.50 65.06

3 26 D10 D14 17.02 17.18 13.56 13.69 8.73 8.81 4.83 . 3.46 3.49 71.64 71.52 71.58

4

           

5 15 E9 E10

20 E3 E1 16.53 16.23 13.83 13.59 10.01 9.96 3.82 . 2.70 2.64 70.68 72.73 71.70

           

18.11 15.66 14.62 13.22 10.08 9.98 4.54 . 3.49 2.44 76.87 75.31 76.09

80 70     )     %     (    n    w  ,     t    n    e     t    n    o     C    r    e     t    a     W

60 50 40 30 20 10 0 0

5

10

15

20

25

30

No. of Blows, of  Blows, N

35

40

45

50

55

ATTERBERG LIMIT TEST TESTED BY :  Agustinus DATE :   19/05/2015 DEPTH :  5,50 ‐ 6.00 m

PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. Thamrin, Tangerang BOR NO. : DB 2

Determination No.

1 31

2 28

Container No. Wt. of Wet of  Wet Soil + Cont Wt. of Dry of  Dry Soil + Cont Wt. of Cont of  Cont Wt. of Dry of  Dry Soil Wt. of Moisture of  Moisture Water Contents, wn verage Water Content,

(kg) (kg) (kg) (kg) (kg) (%) (%)

6.14 5.67 4.28 1.39 0.47 33.81

LL

(%)

wn IP IL

(%) (%) (%)

72.00 . 57.82 35.58 0.60

3 57

6.72 6.09 4.32 1.77 0.63 35.59

4

5

6.30 5.73 4.30 1.43 0.57 39.86 36.42

100 90 80     )     %     (    x    e     d    n     I    y     t     i    c     i     t    s    a     l     P

70 60 CH

50 40 30

CL

20 OH or MH 10

CL‐ML

0 0

10

ML or OL

ML 20

30

40

50

60

70

80

90

100

1 10 11

Liquid Limits, LL (%) A line = 0.73 (WL‐20) UL = 0.90 (WL‐8)

Deskripsi Deskripsi : Lanau kelempungan, Medium Plasticity

1 20 12

1 30 13

1 40 14

ATTERBERG LIMIT TEST PROJECT LOCATION BOR NO.

TESTED BY :  Agustinus DATE :   19/05/2015 DEPTH :  7.50 ‐ 8.00 m

: Hotel Hotel Everbright Cikokol : MH. Thamrin, Tangerang : DB 2

Determination No.

1 50 AA AB 17.84 15.1 2 15.3 7 13.5 2 10.0 3 10.0 2 5.34 . 2.47 1.60 46.2 5 45.7 1 45.9 8

No. Of Blows Of  Blows Container No. Wt. of Wet of  Wet Soil + Cont

(kg)

Wt. of Dry of  Dry Soil + Cont

(kg)

Wt. of Cont of  Cont

(kg)

Wt. of Dry of  Dry Soil

(kg)

Wt. of Moisture of  Moisture

(kg)

Water Contents, wn

(%)

Average Water Content, wn

(%)

2 40 E12 F8 16.67 17.96 14.20 14.96 10.01 9.98 4.19 . 2.47 3.00 58.95 60.24 59.60

3 27 AC D4 16.55 17.28 14.02 14.50 9.99 10.00 4.03 . 2.53 2.78 62.78 61.78 62.28

4

5 15 F4 F5

20 E6 D15   16.26   13.19   13.80   11.46   10.00   8.79 3.80 . 2.46 1.73 64.74 64.79 64.77

           

18.14 17.00 14.90 14.08 9.95 10.02 4.95 . 3.24 2.92 65.45 71.92 68.69

80 70     )     %     (    n    w  ,     t    n    e     t    n    o     C    r    e     t    a     W

60 50 40 30 20 10 0 0

5

10

15

20

25

30

No. of Blows, of  Blows, N

35

40

45

50

55

ATTERBERG LIMIT TEST TESTED BY :  Agustinus DATE :   19/05/2015 DEPTH :   7.50 ‐ 8.00 m

PROJECT : Hote Hotell Everbright Cikokol LOCATI LOCATION ON : MH. Thamrin, Tangerang BOR NO. : DB 2

Determination No.

1 20

2 32

Container No. Wt. of Wet of  Wet Soil + Cont Wt. of Dry of  Dry Soil + Cont Wt. of Cont of  Cont Wt. of Dry of  Dry Soil Wt. of Moisture of  Moisture Water Contents, wn verage Water Content,

(kg) (kg) (kg) (kg) (kg) (%) (%)

7.30 6.56 4.30 2.26 0.74 32.74

LL

(%)

wn IP IL

(%) (%) (%)

64.00 . 63.54 30.54 0.98

3 25

6.57 5.97 4.23 1.74 0.60 34.48

4

5

6.78 6.14 4.21 1.93 0.64 33.16 33.46

100 90 80     )     %     (    x    e     d    n     I    y     t     i    c     i     t    s    a     l     P

70 60 CH

50 40 30

CL

20

OH or MH

10

CL‐ML

0 0

10

ML or OL

ML 20

30

40

50

60

70

80

90

100

1 10 11

Liquid Limits, LL (%) A line = 0.73 (WL‐20) UL = 0.90 (WL‐8)

Deskripsi Deskripsi : Lempung Lempung kelanauan, High Plasticity

1 20 12

1 30 13

1 40 14

UNCONFIEND COMPRESSION TEST PROJECT LOCATION DISCRIPTION

: Hotel Everbright Cikokol : MH. Thamrin, Tangerang : LEMPUNG KELANAUAN, MERAH

PROVING RING NO. CALIBRATION (kg/div)

: :

STRAIN RATE (%)

:   1.43%   Berat, W

1   Diameter, D  

0.51   Tinggi, H

Time

Strain ,

min

10 mm

: :

 

6.78 cm

: DB1 : 1.50 ‐ 2.00 m :  MERRY  : 04/06/2015

Ao V

: :

γ

:

9.616 cm2 65.20 cm3 1.54 gr/cm3

CORRECTIE '

ε

‐4

PRESSURE

2

10 inch

2

7.50

0.0000 0.0037

9.6163 9.6518

(kg/cm ) 0.0000 0.3963

 

8.25

0.0074

9.6877

0.4343

 

9.00

0.0111 0.0147 0.0221 0.0295 0.0369 0.0442 0.0516 0.0590 . 0.0737 0.0885 0.1032 0.1180 0.1327 0.1475 0.1622 0.1770 0.1917

9.7238 9.7602 9.8338 9.9085 9.9844 10.0614 10.1397 10.2191 . 10.3819 10.5499 10.7234 10.9027 11.0881 11.2800 11.4786 11.6843 11.8975

0.4720 0.5487 0.5834 0.6176 0.6513 0.6843 0.7167 0.7486 . 0.8842 1.0152 1.0701 1.2630 1.4488 1.4920 1.3996 1.3095 1.2217

0.00 0.25

0 25

 

0.00

 

0.50

50

0.75 1.00 1.50 2.00 2.50 3.00 3.50 4.00 . 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00

75 100 150 200 250 300 350 400

 

10.50

 

11.25

 

12.00

 

12.75

   

13.50 14.25

 

15.00

cm

.

500 600 700 800 900 1000 1100 1200 1300

3.50 cm

:   100.58   Gram

PR DIAL

‐2

 

BOR NO. DEPTH TESTED BY DATE

 

18.00

 

21.00

 

22.50

 

27.00

 

31.50

 

33.00

 

31.50

 

30.00

 

28.50

G

ε

= ΔH/H

ε MAX = 20 % H

A'

= Ao . (1‐ε)

Press = PR x Cal / A'

UNCONFIEND COMPRESSION TEST PROJECT : Hote Hotell Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DISCRI DISCRIPTI PTION ON : LEMPUN LEMPUNG G KELANAUAN, MERAH

SPECIMENT RECORD Kadar Air, wn (%) 3   (gr/cm ) γwet  

γdry

B OR N O. DEPTH TESTED BY DATE

UNDISTURBED  

3

(gr/cm )

REMOLDED

: DB1 :   1.50 ‐ 2.00 m :   MERRY  : 04/06/2015

TYPE OF FAILURE

43.88  

1.54

Undistur Undisturbed bed Remolded Remolded

 

1.07 

Spec Specim imen en

Spec Specim imen en

Gs Sr

% H

UNCONFINED COMPRESSION STRENGTH UNDISTURBED

(kg/cm2)

quu

REMOLDED STRAIN AT FAILURE UNDISTURBED REMOLDED SENSITIVITY KOHESI

(kg/cm2)

qur

(%) (%)

εu

 

1.492

D  

14.75

 

0.75

D

εr

Sr cu

(kg/cm2)

Grafik Tekanan vs Regangan 1.60

1.40      )      2     m 1.20     c      /     g      k      (     u 1.00     q  ,     n     a     n     a      k 0.80     e      T

0.60

0.40

0.20

0.00 0.00

0.05

0.10

0.15 Regangan,

Undisturbed

ε

0.20

0 .2 5

UNCONFIEND COMPRESSION TEST PROJECT LOCATION DISCRIPTION

: Hotel Everbright Cikokol : MH. Thamrin, Tangerang : LEMPUNG KELANAUAN, MERAH

PROVING RING NO. CALIBRATION (kg/div)

: :

0.51   Tinggi, H

: :

STRAIN RATE (%)

:   1.43%   Berat, W

:

ε

1   Diameter, D  

Time

Strain ,

min

10 mm

= ΔH/H

ε MAX = 20 % H

 

PR DIAL

‐2

3.50 cm

 

5.57  cm 84.89   Gram

: DB 1 : 5.50‐6.00 :  AGUSTINUS : 04/06/2015

Ao V

: :

γ

:

CORRECTIE '

ε

‐4

2

10 inch

9.616 cm2 53.56 cm3 1.58 gr/cm3 PRESSURE 2

3.00

0.0000 0.0045

9.6163 9.6596

(kg/cm ) 0.0000 0.1584

 

3.75

0.0090

9.7034

0.1971

 

5.25

 

6.00

 

8.25

 

9.00

0.0135 0.0180 0.0269 0.0359 0.0449 0.0539 0.0628 0.0718 . 0.0898 0.1077 0.1257 0.1436 0.1616 0.1795 0.1975 0.2154 0.2334 0.2513

9.7475 9.7920 9.8824 9.9744 10.0681 10.1637 10.2610 10.3603 . 10.5646 10.7772 10.9985 11.2290 11.4695 11.7205 11.9827 12.2569 12.5439 12.8447

0.2747 0.3125 0.4258 0.4602 0.5699 0.6021 0.6337 0.6646 . 0.7241 0.8518 0.9738 1.1582 1.2673 1.3054 1.4045 1.3107 1.2197 1.1018

0.00 0.25

0 25

 

0.00

 

0.50

50

0.75 1.00 1.50 2.00 2.50 3.00 3.50 4.00 . 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00

75 100 150 200 250 300 350 400

 

11.25

 

12.00

 

12.75

 

13.50

cm

.

500 600 700 800 900 1000 1100 1200 1300 1400

 

BOR NO. DEPTH TESTED BY DATE

 

15.00

 

18.00

 

21.00

 

25.50

 

28.50

 

30.00

 

33.00

 

31.50

 

30.00

 

27.75

A'

= Ao . (1‐ε)

Press = PR x Cal / A'

UNCONFIEND COMPRESSION TEST PROJECT : Hote Hotell Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DISCRI DISCRIPTI PTION ON : LEMPUN LEMPUNG G KELANAUAN, MERAH

SPECIMENT RECORD Kadar Air, wn (%) 3   (gr/cm ) γwet

UNDISTURBED  

3

 

γdry

B OR N O. DEPTH TESTED BY DATE

(gr/cm )

REMOLDED

: DB 1 :   5.50‐6.00 :   AGUSTINUS : 04/06/2015

TYPE OF FAILURE

46.76  

1.58

Undistur Undisturbed bed Remolded Remolded

 

1.08

Spec Specim imen en

Spec Specim imen en

Gs Sr

% H

UNCONFINED COMPRESSION STRENGTH UNDISTURBED

(kg/cm2)

quu

REMOLDED STRAIN AT FAILURE UNDISTURBED REMOLDED SENSITIVITY KOHESI

(kg/cm2)

qur

(%) (%)

εu

 

1.405

D  

19.75

 

0.70

D

εr

Sr cu

(kg/cm2)

Grafik Tekanan vs Regangan 1.60

1.40      )      2     m 1.20     c      /     g      k      (     u 1.00     q  ,     n     a     n     a      k 0.80     e      T

0.60

0.40

0.20

0.00 0.00

0.02

0.04

0.06

0.08

0.10 Regangan,

Undisturbed

0.12 ε

0.14

0.16

0.18

0 .2 0

UNCONFIEND COMPRESSION TEST PROJECT LOCATION DISCRIPTION

: Hotel Everbright Cikokol : MH. Thamrin, Tangerang : LEMPUNG KELANAUAN, MERAH

PROVING RING NO. CALIBRATION (kg/div)

: :

0.51   Tinggi, H

: :

STRAIN RATE (%)

:   1.43%   Berat, W

:

ε

1   Diameter, D  

Time

Strain ,

min

10 mm

= ΔH/H

ε MAX = 20 % H

 

PR DIAL

‐2

3.26 cm

 

6.31 cm 89.87   Gram

: DB 1 : 7.50‐8.00 :  AGUSTINUS : 04/06/2015

Ao V

: :

γ

:

CORRECTIE '

ε

‐4

2

10 inch

8.343 cm2 52.64 cm3 1.71 gr/cm3 PRESSURE 2

1.50

0.0000 0.0040

8.3427 8.3759

(kg/cm ) 0.0000 0.0913

 

2.25

0.0079

8.4093

0.1365

 

3.00

 

3.75

 

4.50

 

6.00

 

8.25

0.0119 0.0158 0.0238 0.0317 0.0396 0.0475 0.0555 0.0634 . 0.0792 0.0951 0.1109 0.1268 0.1426 0.1585

8.4430 8.4770 8.5458 8.6157 8.6868 8.7591 8.8326 8.9073 . 9.0606 9.2193 9.3836 9.5539 9.7305 9.9138

0.1812 0.2256 0.2686 0.3552 0.4844 0.6114 0.8661 1.0306 . 1.4353 1.4936 1.5490 1.4813 1.4151 1.3118

0.00 0.25

0 25

 

0.00

 

0.50

50

0.75 1.00 1.50 2.00 2.50 3.00 3.50 4.00 . 5.00 6.00 7.00 8.00 9.00 10.00

75 100 150 200 250 300 350 400

 

10.50

 

15.00

 

18.00

cm

.

500 600 700 800 900 1000

 

BOR NO. DEPTH TESTED BY DATE

 

25.50

 

27.00

 

28.50

 

27.75

 

27.00

 

25.50

A'

= Ao . (1‐ε)

Press = PR x Cal / A'

UNCONFIEND COMPRESSION TEST PROJECT : Hote Hotell Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DISCRI DISCRIPTI PTION ON : LEMPUN LEMPUNG G KELANAUAN, MERAH

SPECIMENT RECORD Kadar Air, wn (%) 3   (gr/cm ) γwet

UNDISTURBED  

3

 

γdry

B OR N O. DEPTH TESTED BY DATE

(gr/cm )

REMOLDED

: DB 1 :   7.50‐8.00 :   AGUSTINUS : 04/06/2015

TYPE OF FAILURE

48.05  

1.71

Undistur Undisturbed bed Remolded Remolded

 

1.15

Spec Specim imen en

Spec Specim imen en

Gs Sr

% H

UNCONFINED COMPRESSION STRENGTH UNDISTURBED

(kg/cm2)

quu

REMOLDED STRAIN AT FAILURE UNDISTURBED REMOLDED SENSITIVITY KOHESI

(kg/cm2)

qur

(%) (%)

εu

 

1.549

D  

11.09

 

0.77 

D

εr

Sr cu

(kg/cm2)

Grafik Tekanan vs Regangan 1.80 1.60      )      2 1.40     m     c      /     g      k      ( 1.20     u     q  ,     n     a 1.00     n     a      k     e      T

0.80 0.60 0.40 0.20 0.00 0.00

0.02

0.04

0.06

0.08

0.10 Regangan,

Series1

0.12 ε

0.14

0.16

0.18

0 .2 0

UNCONFIEND COMPRESSION TEST PROJECT LOCATION DISCRIPTION

: Hotel Everbright Cikokol : MH. Thamrin, Tangerang : LEMPUNG KELANAUAN, MERAH

PROVING RING NO. CALIBRATION (kg/div)

: :

0.51   Tinggi, H

: :

STRAIN RATE (%)

:   1.43%   Berat, W

:

ε

1   Diameter, D  

Time

Strain ,

min

10 mm

= ΔH/H

ε MAX = 20 % H

 

PR DIAL

‐2

4.84 cm

 

7.59 cm 226.5   Gram

: DB 2 : 1.50 ‐ 2.00 m :  MERRY  : 05/12/2015

Ao V

: :

γ

:

CORRECTIE '

ε

‐4

2

10 inch

18.389 cm2 139.57 cm3 1.62 gr/cm3 PRESSURE 2

11.00

0.0000 0.0033

18.3891 18.4499

(kg/cm ) 0.0000 0.3041

 

12.00

0.0066

18.5110

0.3306

 

14.00

 

19.00

 

20.00

 

22.00

 

24.00

 

25.00

 

27.00

 

30.00

0.0099 0.0132 0.0198 0.0264 0.0329 0.0395 0.0461 0.0527 . 0.0659 0.0791 0.0922 0.1054 0.1186 0.1318 0.1449 0.1581 0.1713

18.5726 18.6346 18.7598 18.8868 19.0154 19.1458 19.2781 19.4121 . 19.6859 19.9676 20.2574 20.5557 20.8630 21.1796 21.5059 21.8424 22.1897

0.3844 0.5200 0.5437 0.5941 0.6437 0.6659 0.7143 0.7882 . 0.9845 1.1621 1.2840 1.4018 1.4423 1.4448 1.4110 1.3659 1.3101

 

0.00 0.25

0 25

 

0.50

50

0.75 1.00 1.50 2.00 2.50 3.00 3.50 4.00 . 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00

75 100 150 200 250 300 350 400

cm

0.00

.

500 600 700 800 900 1000 1100 1200 1300

 

BOR NO. DEPTH TESTED BY DATE

 

38.00

 

45.50

 

51.00

 

56.50

 

59.00

 

60.00

 

59.50

 

58.50

 

57.00

A'

= Ao . (1‐ε)

Press = PR x Cal / A'

UNCONFIEND COMPRESSION TEST PROJECT : Hote Hotell Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DISCRI DISCRIPTI PTION ON : LEMPUN LEMPUNG G KELANAUAN, MERAH

SPECIMENT RECORD Kadar Air, wn (%) 3   (gr/cm ) γwet

UNDISTURBED  

3

 

γdry

B OR N O. DEPTH TESTED BY DATE

(gr/cm )

REMOLDED

: DB 2 :   1.50 ‐ 2.00 m :   MERRY  : 05/12/2015

TYPE OF FAILURE

53.32  

1.62

Undistur Undisturbed bed Remolded Remolded

 

1.06

Spec Specim imen en

Spec Specim imen en

Gs Sr

% H

UNCONFINED COMPRESSION STRENGTH UNDISTURBED

(kg/cm2)

quu

REMOLDED STRAIN AT FAILURE UNDISTURBED REMOLDED SENSITIVITY KOHESI

(kg/cm2)

qur

(%) (%)

εu

 

1.445

D  

13.18

 

0.72

D

εr

Sr cu

(kg/cm2)

Grafik Tekanan vs Regangan 1.60

1.40      )      2     m 1.20     c      /     g      k      (     u 1.00     q  ,     n     a     n     a      k 0.80     e      T

0.60

0.40

0.20

0.00 0.00

0.02

0.04

0.06

0.08

0.10 Regangan,

Undisturbed

0.12 ε

0.14

0.16

0.18

0 .2 0

UNCONFIEND COMPRESSION TEST PROJECT LOCATION DISCRIPTION

: Hotel Everbright Cikokol : MH. Thamrin, Tangerang : LEMPUNG KELANAUAN, MERAH

PROVING RING NO. CALIBRATION (kg/div)

: :

STRAIN RATE (%)

:   1.43%   Berat, W

ε

1   Diameter, D 0.51   Tinggi, H

 

Time

Strain ,

min

10 mm

= ΔH/H

ε MAX = 20 % H

: :

   

:   139.01   Gram

PR DIAL

‐2

3.55 cm 7.58 cm

BOR NO. DEPTH TESTED BY DATE

:  DB 2 :  3.50 ‐ 4.00 m :  Merry  : 05/12/2015

Ao V

: :

γ

:

CORRECTIE '

ε

‐4

2

9.893 cm2 74.99 cm3 1.85 gr/cm3 PRESSURE 2

0.00 0.25

0 25

10 inch   0.00   8.25

cm

0.50

50

 

10.50

0.0066

9.9587

0.5377

0.75 1.00 1.50 2.00 2.50 3.00 3.50 4.00 . 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00

75 100 150 200 250 300 350 400

               

500 600 700 800 900 1000 1100 1200 1300 1400

                   

12.00 14.25 16.50 18.75 21.00 23.25 24.75 26.25 . 28.50 30.00 31.50 33.00 34.50 35.25 36.00 35.25 34.50 33.75

0.0099 0.0132 0.0198 0.0264 0.0330 0.0396 0.0462 0.0528 . 0.0660 0.0792 0.0923 0.1055 0.1187 0.1319 0.1451 0.1583 0.1715 0.1847

9.9918 10.0252 10.0927 10.1611 10.2304 10.3006 10.3719 10.4441 . 10.5916 10.7434 10.8995 11.0603 11.2258 11.3965 11.5723 11.7537 11.9409 12.1341

0.6125 0.7249 0.8338 0.9411 1.0469 1.1511 1.2170 1.2818 . 1.3723 1.4241 1.4739 1.5217 1.5674 1.5775 1.5865 1.5295 1.4735 1.4185

A'

0.0000 0.0033

9.8930 9.9257

(kg/cm ) 0.0000 0.4239

= Ao . (1‐ε)

Press = PR x Cal / A'

UNCONFIEND COMPRESSION TEST PROJECT : Hote Hotell Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DISCRI DISCRIPTI PTION ON : LEMPUN LEMPUNG G KELANAUAN, MERAH

SPECIMENT RECORD Kadar Air, wn (%) 3   (gr/cm ) γwet

UNDISTURBED   56.89

3

 

γdry

B OR N O. DEPTH TESTED BY DATE

(gr/cm )

REMOLDED

: DB 2 :   3.50 ‐ 4.00 m :   Merry  : 05/12/2015

TYPE OF FAILURE

 

1.85

Undistur Undisturbed bed Remolded Remolded

 

1.18

Spec Specim imen en

Spec Specim imen en

Gs Sr

% H

UNCONFINED COMPRESSION STRENGTH UNDISTURBED

(kg/cm2)

quu

REMOLDED STRAIN AT FAILURE UNDISTURBED REMOLDED SENSITIVITY KOHESI

(kg/cm2)

qur

(%) (%)

εu

 

1.587  D

 

14.51

 

0.79

D

εr

Sr cu

(kg/cm2)

Grafik Tekanan vs Regangan 1.80 1.60      )      2 1.40     m     c      /     g      k      ( 1.20     u     q  ,     n     a 1.00     n     a      k     e      T

0.80 0.60 0.40 0.20 0.00 0.00

0.02

0.04

0.06

0.08

0.10 Regangan,

Undisturbed

0.12 ε

0.14

0.16

0.18

0 .2 0

UNCONFIEND COMPRESSION TEST PROJECT LOCATION DISCRIPTION

: Hotel Everbright Cikokol : MH. Thamrin, Tangerang : LEMPUNG KELANAUAN, MERAH

PROVING RING NO. CALIBRATION (kg/div)

: :

STRAIN RATE (%)

:   1.43%   Berat, W

ε

1   Diameter, D 0.51   Tinggi, H

 

Time

Strain ,

min

10 mm

= ΔH/H

ε MAX = 20 % H

: :

   

:   211.08   Gram

PR DIAL

‐2

4.82 cm 7.43 cm

BOR NO. DEPTH TESTED BY DATE

:  DB 2 :  7.50 ‐ 8.00 m :  Merry  : 12/05/2015

Ao V

: :

γ

:

CORRECTIE '

ε

‐4

2

18.237 cm2 135.50 cm3 1.56 gr/cm3 PRESSURE 2

0.00 0.25

0 25

10 inch   0.00   10.00

cm

0.50

50

 

16.00

0.0067

18.3610

0.4444

0.75 1.00 1.50 2.00 2.50 3.00 3.50 4.00 . 5.00 6.00 7.00 8.00 9.00

75 100 150 200 250 300 350 400

               

500 600 700 800 900

         

24.00 28.00 40.00 48.00 56.00 60.00 64.00 66.00 . 72.00 74.00 70.00 68.00 66.00

0.0101 0.0135 0.0202 0.0269 0.0336 0.0404 0.0471 0.0538 . 0.0673 0.0808 0.0942 0.1077 0.1211

18.4234 18.4862 18.6132 18.7419 18.8724 19.0048 19.1390 19.2751 . 19.5533 19.8396 20.1343 20.4380 20.7510

0.6644 0.7725 1.0960 1.3062 1.5133 1.6101 1.7054 1.7463 . 1.8779 1.9023 1.7731 1.6968 1.6221

A'

0.0000 0.0034

18.2374 18.2990

(kg/cm ) 0.0000 0.2787

= Ao . (1‐ε)

Press = PR x Cal / A'

UNCONFIEND COMPRESSION TEST PROJECT : Hote Hotell Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DISCRI DISCRIPTI PTION ON : LEMPUN LEMPUNG G KELANAUAN, MERAH

SPECIMENT RECORD Kadar Air, wn (%) 3   (gr/cm ) γwet

UNDISTURBED   48.95

3

 

γdry

B OR N O. DEPTH TESTED BY DATE

(gr/cm )

REMOLDED

: DB 2 :   7.50 ‐ 8.00 m :   Merry  : 12/05/2015

TYPE OF FAILURE

 

1.56

Undistur Undisturbed bed Remolded Remolded

 

1.05

Spec Specim imen en

Spec Specim imen en

Gs Sr

% H

UNCONFINED COMPRESSION STRENGTH UNDISTURBED

(kg/cm2)

quu

REMOLDED STRAIN AT FAILURE UNDISTURBED REMOLDED SENSITIVITY KOHESI

(kg/cm2)

qur

(%) (%)

εu

 

1.902 D

 

8.08

 

0.95

D

εr

Sr cu

(kg/cm2)

Grafik Tekanan vs Regangan 2.00 1.80      ) 1.60      2     m     c      / 1.40     g      k      (     u     q  , 1.20     n     a     n     a      k 1.00     e      T

0.80 0.60 0.40 0.20 0.00 0.00

0.02

0.04

0.06

0.08

0.10 Regangan,

Series1

0.12 ε

0.14

0.16

0.18

0 .2 0

TRIAXIAL UU TEST PROJECT : Hotel Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DATE : 04/06/2015

BOR NO. : DB1 DEPTH : 3.50‐4.00 TESTED BY : AGUSTINUS

Lingkaran Mohr Triaksial UU Test (Total Stress)  

Kurva Deviator Stress

5.00 4.50

3.50

4.00 3.00      )

3.50      )      2     m     c      /     g      k      (     s     s     e     r     t      S     r     a     e      h      S

.

    m     c      /     g      k      ( 2.00     s     e     r     t      S     r     o 1.50     t     a      i     v     e      D

1.00

3.00 2.50 2.00 1.50 1.00

0.50

0.50

0.00

0.00 0

1

2

3

4

5

6

0.00

Strain, ε % Sampel 0.50 kg/cm2

1.00

2.00

3.00

Normal Stres (kg/cm2) Sampel 0.50 kg/cm2

Sampel 1.00 kg/cm2

Total Stress c (kg/cm2) ϕ (°)

Sampel 1.00 kg/cm2

STRENGTH PARAMETER Efective Stress 1.10 c' (kg/cm2) 4° 34" ϕ' (°)

4.00

5.00

TRIAXIAL UU TEST PROJECT : Hotel Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DATE : 04/06/2015 PROVING RING NO. : CALIBRATION (kg/div) : STRAIN RATE (mm/min) : Teg. Keliling, σ3 (kg/cm2) : Deformasi

 

1.13

 

0.50

PR DIAL

(mm)

(mm) 0.00 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50 3.75 4.00 4.25

ε ε MAX

= ΔH/H = 20 % H

0.5  

2.50

 

4.00

 

4.50

 

7.00

 

8.50

 

10.00

 

11.00

 

12.50

 

15.00

 

17.00

 

19.00

 

20.52

 

22.00

 

24.50

 

23.50

 

23.00

 

22.00

 

 

1

BOR NO. : DB1 DEPTH : 3.50‐4.00 TESTED BY : AGUSTINUS

Diameter, D : Tinggi, H : Luas, A : Volume, V :

   

CORR CORRE ECTIE CTIE AREA (A')

ε

2

0.00 0.33 0.65 0.98 1.30 1.63 1.95 2.28 2.60 2.93 3.26 3.58 3.91 4.23 4.56 4.88 5.21 5.53

9.343 9.374 9.405 9.436 9.467 9.498 9.530 9.561 9.593 9.625 9.658 9.690 9.723 9.756 9.790 9.823 9.857 9.891

A'

3.45

 

Deviat viator or Stress

= Ao . (1‐ε)

Dev = PR x Cal / A'

σ1

Δσ 2

(cm )

(%)

cm 7.68 cm 9.343 cm2 71.76 cm3

 

(kg/cm )   0.0605 0.3014 0.4806 0.5389 0.8356 1.0113 1.1858 1.3000 1.4724 1.7610 1.9891 2.2156 2.3848 2.5481 2.8280 2.7033 2.6367 2.5134

(kg/cm2) 0 .5 6 0 .8 0 0 .9 8 1 .0 4 1 .3 4 1 .5 1 1 .6 9 1 .8 0 1 .9 7 2 .2 6 2 .4 9 2 .7 2 2 .8 8 3 .0 5 3 .3 3 3 .2 0 3 .1 4 3 .0 1

TRIAXIAL UU TEST PROJECT : Hotel Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DATE : 04/06/2015 PROVING RING NO. : CALIBRATION (kg/div) : STRAIN RATE (mm/min) : Teg. Keliling, σ3 (kg/cm2) : Deformasi

1.13

 

1.00

PR DIAL

(mm)

(mm) 0.00 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50

ε ε MAX

= ΔH/H = 20 % H

 

1  

 

1.00

 

6.40

 

10.00

 

12.40

 

13.20

 

13.60

 

14.40

 

16.00

 

17.60

 

20.00

 

22.40

 

25.60

 

23.20

 

21.60

 

20.80

BOR NO. : DB1 DEPTH : 3.50‐4.00 TESTED BY : AGUSTINUS Diameter, D : Tinggi, H : Luas, A : Volume, V :

   

CORR CORRE ECTIE CTIE AREA (A')

ε

2

0.00 0.37 0.73 1.10 1.46 1.83 2.20 2.56 2.93 3.29 3.66 4.03 4.39 4.76 5.12

9.616 9.652 9.687 9.723 9.759 9.796 9.832 9.869 9.906 9.944 9.982 10.020 10.058 10.097 10.136

A'

3.50

 

Deviat viator or Stress

= Ao . (1‐ε)

Dev = PR x Cal / A'

σ1

Δσ 2

(cm )

(%)

cm 6.83 cm 9.616 cm2 65.68 cm3

 

(kg/cm )   0.1175 0.7493 1.1665 1.4411 1.5284 1.5689 1.6550 1.8320 2.0076 2.2728 2.5359 2.8871 2.6065 2.4174 2.3189

(kg/cm2) 1 .1 2 1 .7 5 2 .1 7 2 .4 4 2 .5 3 2 .5 7 2 .6 5 2 .8 3 3 .0 1 3 .2 7 3 .5 4 3 .8 9 3 .6 1 3 .4 2 3 .3 2

TRIAXIAL UU TEST PROJECT : Hotel Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DATE : 12/05/2015 PROVING RING NO. : CALIBRATION g v : STRAIN RATE (mm/min) : Teg. Keliling, σ3 (kg/cm2) : Deformasi

 

1.13

 

0.50

PR DIAL

(mm)

ε ε MAX

= ΔH/H = 20 % H

Diameter, D : T ngg , H : Luas, A : Volume, V :

 

CORRECTI CTIE AREA (A')

ε

(mm) . 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00

 

 

1

2

 

6.00

 

8.00

 

12.00

 

16.00

 

20.00

 

24.00

 

26.00

 

28.00

 

30.00

 

31.00

 

30.00

 

27.00

 

32.00

 

33.00

 

34.00

 

35.00

 

36.00

 

34.00

 

33.00

 

32.00

. 0 .2 8 0 .5 7 0 .8 5 1 .1 4 1 .4 2 1 .7 1 1 .9 9 2 .2 8 2 .5 6 2 .8 4 3 .1 3 3 .4 1 3 .7 0 3 .9 8 4 .2 7 4 .5 5 4 .8 4 5 .1 2 5 .4 0 5 .6 9

. 17.538 17.589 17.639 17.690 17.741 17.792 17.844 17.896 17.948 18.001 18.053 18.107 18.160 18.214 18.268 18.322 18.377 18.432 18.488 18.543

A'

   

cm 8.79 cm 17.489 cm2 153.72 cm3 4.72

Deviat iator Stress

= Ao . (1‐ε)

Dev = PR x Cal / A'

σ1

Δσ 2

(cm )

(%) .

BOR NO. : DB2 DEPTH : 5.50‐6.00 TESTED BY : MERRY

(kg/cm )   . 0.3866 0.5140 0.7687 1.0221 1.2739 1.5243 1.6465 1.7680 1.8888 1.9461 1.8778 1.6850 1.9912 2.0474 2.1031 2.1586 2.2136 2.0844 2.0170 1.9500

(kg/cm2) . 0 .8 9 1 .0 1 1 .2 7 1 .5 2 1 .7 7 2 .0 2 2 .1 5 2 .2 7 2 .3 9 2 .4 5 2 .3 8 2 .1 9 2 .4 9 2 .5 5 2 .6 0 2 .6 6 2 .7 1 2 .5 8 2 .5 2 2 .4 5

TRIAXIAL UU TEST PROJECT : Hotel Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DATE : 12/05/2015 PROVING RING NO. :

BOR NO. : DB2 DEPTH : 5.50‐6.00 TESTED BY : MERRY  

1

Diameter, D : , Luas, A : Volume, V :

.

STRAIN RATE (mm/min) : Teg. Keliling, σ3 (kg/cm2) : Deformasi

 

PR DIAL

(mm)

(mm) . 0.25 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50 . 4.00 4.25 4.50 4.75 5.00 5.25 5.50

ε ε MAX

= ΔH/H = 20 % H

 

1.00

.  

12.00

 

18.00

 

24.00

 

28.50

 

30.00

 

31.50

 

32.63

 

33.75

 

34.50

 

35.63

 

36.38

 

36.75

 

38.25

 

38.63 .

 

39.38

 

40.13

 

40.50

 

41.25

 

42.00

 

41.25

 

40.50

COR CORRECTI CTIE AREA (A')

ε

2

. 0 .2 6 0 .5 2 0 .7 8 1 .0 4 1 .3 0 1 .5 6 1 .8 2 2 .0 9 2 .3 5 2 .6 1 2 .8 7 3 .1 3 3 .3 9 3 .6 5 . 4 .1 7 4 .4 3 4 .6 9 4 .9 5 5 .2 1 5 .4 7 5 .7 4

. 18.058 18.106 18.153 18.201 18.249 18.297 18.346 18.395 18.444 18.493 18.543 18.593 18.643 18.693 . 18.795 18.846 18.898 18.950 19.002 19.054 19.107

A'

4.79

= Ao . (1‐ε)

Dev = PR x Cal / A'

cm

.

18.011 cm2 172.73 cm3 Deviat iator Stress

σ1

Δσ 2

(cm )

(%)

 

(kg/cm )   . 0.7509 1.1234 1.4940 1.7694 1.8576 1.9454 2.0095 2.0733 2.1137 2.1768 2.2167 2.2335 2.3184 2.3349 . 2.3673 2.4058 2.4217 2.4598 2.4977 2.4463 2.3952

(kg/cm2) . 1 .7 5 2 .1 2 2 .4 9 2 .7 7 2 .8 6 2 .9 5 3 .0 1 3 .0 7 3 .1 1 3 .1 8 3 .2 2 3 .2 3 3 .3 2 3 .3 3 . 3 .3 7 3 .4 1 3 .4 2 3 .4 6 3 .5 0 3 .4 5 3 .4 0

TRIAXIAL UU TEST PROJECT : Hotel Everbright Cikokol LOCATION : MH. Thamrin, Tangerang DATE : 12/05/2015

BOR NO. : DB2 DEPTH : 5.50‐6.00 TESTED BY : MERRY

Lingkaran Mohr Triaksial UU Test (Total Stress)  

Kurva Deviator Stress

4.00

3.00

3.50

2.50

3.00

     )

     )      2     m     c      /     g      k      (     s     s     e     r     t      S     r     a     e      h      S

    m     c 2.00      /     g      k      (     s     e     r     t 1.50      S     r     o     t     a      i     v     e 1.00      D

2.50 2.00 1.50 1.00

0.50

0.50

0.00

0.00 0

1

2

3

4

5

6

7

0.00

Strain, ε % Sampel 0.50 kg/cm2

1.00

2.00

3.00

Normal Stres (kg/cm2) Sampel 0.50 kg/cm2

Sampel 1.00 kg/cm2

Total Stress c (kg/cm2) ϕ (°)

Sampel 1.00 kg/cm2

STRENGTH PARAMETER Efective Stress 0.80 c' (kg/cm2) 12° 40" ϕ' (°)

4.00

CONSOLIDATION TEST ‐ e log p curve PROJECT : Hote Hotell Everbright Cikokol LOCA LOCATI TION ON : MH. Thamrin, Tangerang DATE : 28/5/2015

BORING DEPTH

: DB 1 :   1.50 ‐ 2.00 m TESTED BY :   AGUS

1.30

1.25

1.20

1.15

    e  ,     o      i     t     a      R 1.10      d      i     o      V 1.05

1.00

0.95

Pc 0.90 0

1

10

100

Pressure (kg/cm2)

Depth

: : : :

γsat

Po' Pc

1.50 1.83 0.13 1.40

m t/m3 kg/cm2 kg/cm2

Cc Cr eo

: : :

0.250 0.040 1.274

7.E‐02 .

‐

    c 5.E‐02     e     s      /      2 4.E‐02     m     c 3.E‐02     v      C 2.E‐02 1.E‐02 0.E+00 0.10

1.00

10.00

Pressure (kg/cm2)

Cv

:

4.17E ‐02 cm2/sec

100.00

CONSOLIDATION TEST ‐ e log p curve PROJECT : Hote Hotell Everbright Cikokol LOCA LOCATI TION ON : MH. Thamrin, Tangerang DATE : 28/5/2015

BORING DEPTH

: DB 1 :   3.50 ‐ 4.00 m TESTED BY :   Merry

1.05

1.00

0.95

0.90

    e  ,     o .      i     t     a      R      d      i 0.80     o      V 0.75

0.70

0.65

Pc 0.60 0

1

10

100

Pressure (kg/cm2)

Depth

: : : :

γsat

Po' Pc

3.50 1.90 0.32 1.20

m t/m3 kg/cm2 kg/cm2

Cc Cr eo

: : :

0.240 0.080 1.007

7.E‐02 .

‐

    c 5.E‐02     e     s      /      2 4.E‐02     m     c 3.E‐02     v      C 2.E‐02 1.E‐02 0.E+00 0.10

1.00

10.00

Pressure (kg/cm2)

Cv

:

3.77E ‐02 cm2/sec

100.00

CONSOLIDATION TEST ‐ e log p curve PROJECT : Hote Hotell Everbright Cikokol LOCA LOCATI TION ON : MH. Thamrin, Tangerang DATE : 28/5/2015

BORING DEPTH

: DB 1 :   5.50 ‐ 6.00 m TESTED BY :   AGUSTINUS

1.15

1.10

1.05

1.00

    e  ,     o .      i     t     a      R      d      i 0.90     o      V 0.85

0.80

0.75

Pc 0.70 0

1

10

100

Pressure (kg/cm2)

Depth

: : : :

γsat

Po' Pc

5.50 1.85 0.47 2.05

m t/m3 kg/cm2 kg/cm2

Cc Cr eo

: : :

0.230 0.065 1.116

7.E‐02 .

‐

    c 5.E‐02     e     s      /      2 4.E‐02     m     c 3.E‐02     v      C 2.E‐02 1.E‐02 0.E+00 0.10

1.00

10.00

Pressure (kg/cm2)

Cv

:

3.59E ‐02 cm2/sec

100.00

CONSOLIDATION TEST ‐ e log p curve PROJECT : Hote Hotell Everbright Cikokol LOCA LOCATI TION ON : MH. Thamrin, Tangerang DATE : 28/5/2015

BORING DEPTH

: DB1 :   7.50 ‐ 8.00 m TESTED BY :   Agustinus

1.60

1.55

1.50

1.45

    e 1.40  ,     o      i     t     a      R 1.35      d      i     o      V 1.30

1.25

1.20

1.15

Pc

1.10 0

1

10

100

Pressure (kg/cm2)

Depth

: : : :

γsat

Po' Pc

7.50 1.83 0.62 1.70

m t/m3 kg/cm2 kg/cm2

Cc Cr eo

: : :

0.350 0.075 1.567

5.E‐02 4.E‐02

    c     e     s      /      2     m     c     v      C

4.E‐02 3.E‐02 3.E‐02 2.E‐02 2.E‐02 1.E‐02 5.E‐03 0.E+00 0.10

1.00

10.00

Pressure (kg/cm2)

Cv

:

3.27E ‐02 cm2/sec

100.00

CONSOLIDATION TEST ‐ e log p curve PROJECT : Hote Hotell Everbright Cikokol LOCA LOCATI TION ON : MH. Thamrin, Tangerang DATE : 12/05/2015

BORING DEPTH

: DB2 :   1.50 ‐ 2.00 m TESTED BY :   Merry

1.10

1.05

1.00

0.95

    e 0.90  ,     o      i     t     a      R 0.85      d      i     o      V 0.80

0.75

0.70

0.65

Pc

0.60 0

1

10

100

Pressure (kg/cm2)

Depth

: : : :

γsat

Po' Pc

1.50 1.66 0.10 1.70

m t/m3 kg/cm2 kg/cm2

Cc Cr eo

: : :

0.265 0.110 1.053

7.E‐02 .

‐

    c 5.E‐02     e     s      /      2 4.E‐02     m     c 3.E‐02     v      C 2.E‐02 1.E‐02 0.E+00 0.10

1.00

10.00

Pressure (kg/cm2)

Cv

:

2.94E ‐02 cm2/sec

100.00

CONSOLIDATION TEST ‐ e log p curve PROJECT : Hote Hotell Everbright Cikokol LOCA LOCATI TION ON : MH. Thamrin, Tangerang DATE : 12/05/2015

BORING DEPTH

: DB2 :   3.50 ‐ 4.00 m TESTED BY :   Merry

0.60

0.55

    e 0.50  ,     o      i     t     a      R      d      i     o      V 0.45

0.40

Pc 0.35 0

1

10

100

Pressure (kg/cm2)

Depth

: : : :

γsat

Po' Pc

3.50 1.97 0.34 2.20

m t/m3 kg/cm2 kg/cm2

Cc Cr eo

: : :

0.190 0.250 0.576

5.E‐02 4.E‐02

    c     e     s      /      2     m     c     v      C

4.E‐02 3.E‐02 3.E‐02 2.E‐02 2.E‐02 1.E‐02 5.E‐03 0.E+00 0.10

1.00

10.00

Pressure (kg/cm2)

Cv

:

3.10E ‐02 cm2/sec

100.00

CONSOLIDATION TEST ‐ e log p curve PROJECT : Hote Hotell Everbright Cikokol LOCA LOCATI TION ON : MH. Thamrin, Tangerang DATE : 12/05/2015

BORING DEPTH

: DB2 :   5.50 ‐ 6.00 m TESTED BY :   Merry

1.40

1.35

1.30

1.25

    e  ,     o      i     t     a      R 1.20      d      i     o      V 1.15

1.10

1.05

Pc

1.00 0

1

10

100

Pressure (kg/cm2)

Depth

: : : :

γsat

Po' Pc

5.50 1.66 0.37 1.80

m t/m3 kg/cm2 kg/cm2

Cc Cr eo

: : :

0.320 0.060 1.371

7.E‐02 .

‐

    c 5.E‐02     e     s      /      2 4.E‐02     m     c 3.E‐02     v      C 2.E‐02 1.E‐02 0.E+00 0.10

1.00

10.00

Pressure (kg/cm2)

Cv

:

3.63E ‐02 cm2/sec

100.00

CONSOLIDATION TEST ‐ e log p curve PROJECT : Hote Hotell Everbright Cikokol LOCA LOCATI TION ON : MH. Thamrin, Tangerang DATE : 12/05/2015

BORING DEPTH

: DB2 :   7.50 ‐ 8.00 m TESTED BY :   Merry

1.90

1.80

1.70

1.60

    e  ,     o      i     t     a      R 1.50      d      i     o      V 1.40

1.30

1.20

Pc 1.10 0

1

10

100

Pressure (kg/cm2)

Depth

: : : :

γsat

Po' Pc

7.50 1.64 0.48 1.80

m t/m3 kg/cm2 kg/cm2

Cc Cr eo

: : :

0.440 0.140 1.768

7.E‐02 .

‐

    c 5.E‐02     e     s      /      2 4.E‐02     m     c 3.E‐02     v      C 2.E‐02 1.E‐02 0.E+00 0.10

1.00

10.00

Pressure (kg/cm2)

Cv

:

3.66E ‐02 cm2/sec

100.00