COMPRESSION LOAD TEST AXIAL PROCEDURE

STEP CYCLE %OF DESIGN % OF ADDITI- LOAD HOLDING TIME

LOAD ONAL LOAD TON KG/CM2 PSI

1 0 0 0 - 0.000 0.000 0

2 1 25 25 75.00 34.013 483.766 "A"

3 1 50 25 150.00 68.025 967.531 1 hour

4 1 25 -25 75.00 34.013 483.766 20 minutes

5 2 0 -25 - 0.000 0.000 1 hour

6 2 50 50 150.00 68.025 967.531 20 minutes

7 2 75 25 225.00 102.038 1451.297 "A"

8 2 100 25 300.00 136.050 1935.063 1 hour

9 2 75 -25 225.00 102.038 1451.297 20 minutes

10 2 50 -25 150.00 68.025 967.531 20 minutes

11 2 0 -50 - 0.000 0.000 1 hour

12 3 50 50 150.00 68.025 967.531 20 minutes

13 3 100 50 300.00 136.050 1935.063 20 minutes

14 3 125 25 375.00 170.063 2418.829 "A"

15 3 150 25 450.00 204.076 2902.594 1 hour

16 3 125 -25 375.00 170.063 2418.829 20 minutes

17 3 100 -25 300.00 136.050 1935.063 20 minutes

18 3 50 -50 150.00 68.025 967.531 20 minutes

19 3 0 -50 - 0.000 0.000 1 hour

20 4 50 50 150.00 68.025 967.531 20 minutes

21 4 100 50 300.00 136.050 1935.063 20 minutes

22 4 150 50 450.00 204.076 2902.594 20 minutes

23 4 175 25 525.00 238.088 3386.360 "A"

24 4 200 25 600.00 272.101 3870.126 "B"

25 4 150 -50 450.00 204.076 2902.594 1 hour

26 4 100 -50 300.00 136.050 1935.063 1 hour

27 4 50 -50 150.00 68.025 967.531 1 hour

28 4 0 -50 - 0.000 0.000 1 hour

Load (200%) : 600 TON NOTE:

Efectif area : 2205.065 CM2 "A" Load is maintained for 1 hour or until settlement is not grather than 0.25 mm/hr with max 2 hours.

Jack Cap. : 1000 TON "B" Load is maintained for 12 hour or until settlement is not grather than 0.25 mm/hr with max 24 hours.

Merk : Schiess

Piston = 53 cm

Luas piston 2205.065

COMPRESSION LOAD TEST AXIAL PROCEDURE

LOADING INTERVAL IN MINUTES

0

0-10-20-30-40-50-60 -70-80-90-100-110-120

0-10-20-30-40-50-60

0-10-20

0-10-20-30-40-50-60

0-10-20

0-10-20-30-40-50-60 -70-80-90-100-110-120

0-10-20-30-40-50-60

0-10-20

0-10-20

0-10-20-30-40-50-60

0-10-20

0-10-20

0-10-20-30-40-50-60 -70-80-90-100-110-120

0-10-20-30-40-50-60

0-10-20

0-10-20

0-10-20

0-10-20-30-40-50-60

0-10-20

0-10-20

0-10-20

0-10-20-30-40-50-60 -70-80-90-100-110-120

0-10-20-30-40-50-60-90-120-180….12 hour (max 24hours)

0-10-20-30-40-50-60

0-10-20-30-40-50-60

0-10-20-30-40-50-60

0-10-20-30-40-50-60 ( For 4 hours )

and every 1 hour until 12 hours.

"A" Load is maintained for 1 hour or until settlement is not grather than 0.25 mm/hr with max 2 hours.

"B" Load is maintained for 12 hour or until settlement is not grather than 0.25 mm/hr with max 24 hours.

PEMBACAAN LOADING TEST AXIALProject :Pile No : Hal :

Tanggal Waktu Beban Pembacaan Penurunan Penurunan Pembacaan Pergeseran Keterangan

Jam Interval Ton Kg/cm2 Dial 1 Dial 2 Dial 3 Dial 4 Rata-rata Dial x Dial y

KONSULTAN MAIN CONTRACTOR SUB CONTRACTORPT. BERDIKARI PONDASI PERKASA

( ………………. ) ( ………………. ) ( ………………. )

PEMBACAAN LOADING TEST AXIALProject :Pile No : Hal :

Tanggal Waktu Beban Pembacaan Penurunan Penurunan Keterangan

Jam Interval Ton Kg/cm2 Dial 1 Dial 2 Dial 3 Dial 4 Rata-rata

KONSULTAN MAIN CONTRACTOR SUB CONTRACTORPT. BERDIKARI PONDASI PERKASA

( ………………. ) ( ………………. ) ( ………………. )

PROSEDUR TEST PEMBEBANAN VERTIKAL KAP. 700TON (200%)

LANGKAH PUTARAN % BEBAN % PENAMBAHAN LOAD BEBAN WAKTU INTERVAL PEMBEBANAN DLM MENIT

RENCANA BEBAN TON KG/CM2 PSI

1 0 0 0 - 0.000 0.000 0 0

2 1 25 25 87.50 59.725 849.470 "A" 0-10-20-30-40-50-60 -70-80-90-100-110-120

3 1 50 25 175.00 119.449 1698.939 1 jam 0-10-20-30-40-50-60

4 1 25 -25 87.50 59.725 849.470 20 menit 0-10-20

5 2 0 -25 - 0.000 0.000 1 jam 0-10-20-30-40-50-60

6 2 50 50 175.00 119.449 1698.939 20 menit 0-10-20

7 2 75 25 262.50 179.174 2548.409 "A" 0-10-20-30-40-50-60 -70-80-90-100-110-120

8 2 100 25 350.00 238.898 3397.879 1 jam 0-10-20-30-40-50-60

9 2 75 -25 262.50 179.174 2548.409 20 menit 0-10-20

10 2 50 -25 175.00 119.449 1698.939 20 menit 0-10-20

11 2 0 -50 - 0.000 0.000 1 jam 0-10-20-30-40-50-60

12 3 50 50 175.00 119.449 1698.939 20 menit 0-10-20

13 3 100 50 350.00 238.898 3397.879 20 menit 0-10-20

14 3 125 25 437.50 298.623 4247.348 "A" 0-10-20-30-40-50-60 -70-80-90-100-110-120

15 3 150 25 525.00 358.347 5096.818 1 jam 0-10-20-30-40-50-60

16 3 125 -25 437.50 298.623 4247.348 20 menit 0-10-20

17 3 100 -25 350.00 238.898 3397.879 20 menit 0-10-20

18 3 50 -50 175.00 119.449 1698.939 20 menit 0-10-20

19 3 0 -50 - 0.000 0.000 1 jam 0-10-20-30-40-50-60

20 4 50 50 175.00 119.449 1698.939 20 menit 0-10-20

21 4 100 50 350.00 238.898 3397.879 20 menit 0-10-20

22 4 150 50 525.00 358.347 5096.818 20 menit 0-10-20

23 4 175 25 612.50 418.072 5946.288 "A" 0-10-20-30-40-50-60 (max 2 hours)

24 4 200 25 700.00 477.796 6795.757 "B" 0-10-20-30-40-50-60 (for 4 hours)

and every 1 hour until 12 hours. (Max. 24 hour)

25 4 150 -50 525.00 358.347 5096.818 1 jam 0-10-20-30-40-50-60

26 4 100 -50 350.00 238.898 3397.879 1 jam 0-10-20-30-40-50-60

27 4 50 -50 175.00 119.449 1698.939 1 jam 0-10-20-30-40-50-60

28 4 0 -50 - 0.000 0.000 1 jam 0-10-20-30-40-50-60

Beban (200%) : 700 TON CATATAN:

Luas Efektif : 1465.06 CM2 "A" Pembebanan dijaga selama 1 jam atau sampai penurunan tidak lebih besar dari 0.25 mm/jam dengan maks 2 jam.

Jack Kap. : 1000 TON "B" Pembebanan dijaga selama 12 jam atau sampai penurunan tidak lebih dari 0.25 mm/jam dengan maks 24 jam.

Merek : Enerpac

Piston = 30 cm

Luas piston 706.5

PROCEDURE LOADING TEST LATERAL CAP 5 TON (200%) DEADMAN SYSTEM

Project : GEDUNG PARKIR MARINALocation : ANCOL - JAKARTA

STEP CYCLE %OF DESIGN % OF ADDITI- LOAD HOLDING LOADING INTERVAL IN MINUTESLOAD ONAL LOAD TON KG/CM2 PSI TIME

1 0 0 0 0 0.000 0.000 0 02 1 25 25 0.63 39.370 559.966 10 minutes 0-5-103 1 50 25 1.25 78.740 1119.932 10 minutes 0-5-104 1 25 -25 0.63 39.370 559.966 10 minutes 0-5-105 2 0 -25 - 0.000 0.000 10 minutes 0-5-106 2 50 50 1.25 78.740 1119.932 10 minutes 0-5-107 2 75 25 1.88 118.110 1679.897 15 minutes 0-5-10-158 2 100 25 2.50 157.480 2239.863 20 minutes 0-5-10-209 2 50 -50 1.25 78.740 1119.932 10 minutes 0-5-10

10 3 0 -50 - 0.000 0.000 10 minutes 0-5-1011 3 50 50 1.25 78.740 1119.932 10 minutes 0-5-1012 3 100 50 2.50 157.480 2239.863 10 minutes 0-5-1013 3 125 25 3.13 196.850 2799.829 20 minutes 0-5-10-2014 3 150 25 3.75 236.220 3359.795 10 minutes 0-5-1015 3 75 -75 1.88 118.110 1679.897 10 minutes 0-5-1016 4 0 -75 - 0.000 0.000 10 minutes 0-5-1017 4 50 50 1.25 78.740 1119.932 10 minutes 0-5-1018 4 100 50 2.50 157.480 2239.863 10 minutes 0-5-1019 4 150 50 3.75 236.220 3359.795 10 minutes 0-5-1020 4 170 20 4.25 267.717 3807.768 20 minutes 0-5-10-2021 4 180 10 4.50 283.465 4031.754 20 minutes 0-5-10-2022 4 190 10 4.75 299.213 4255.740 20 minutes 0-5-10-2023 4 200 10 5.00 314.961 4479.727 60 minutes 0-5-10-20-25-30-35-40-45-50-55-6025 4 150 -50 3.75 236.220 3359.795 10 minutes 0-5-1026 4 100 -50 2.50 157.480 2239.863 10 minutes 0-5-1027 4 50 -50 1.25 78.740 1119.932 10 minutes 0-5-1028 4 0 -50 0.00 0.000 0.000 30 minutes 0-5-10-20-25-30

Test : 5 ton Eff. Area 52.78Jack Cap. 50 TON

cm²

Merk SUN RUN

PEMBACAAN LOADING TEST LATERAL

Project :Pile No : Hal :

Tanggal Waktu Beban Pembacaan Pergeseran KeteranganJam Interval Ton Kg/cm2 Dial 1

KONSULTAN MAIN CONTRACTOR SUB CONTRACTORPT. BERDIKARI PONDASI PERKASA

( ………………. ) ( ………………. ) ( ………………. )

42.40764

6.512115

33.82264

28.041615.625