Procedure Load Test1
18
PROSEDUR TEST PEMBEBANAN VERTIKAL KAP. 300 TON (200%) LANGKAH PUTARAN % BEBAN % PENAMBAHAN LOAD BEBAN WAKTU INTERVAL PEM RENCANA BEBAN TON KG/CM2 PSI 1 0 0 0 - 0.000 0.000 0 0 2 1 25 25 37.50 33.098 470.757 "A" 0-10-20-30-40-50-60 3 1 50 25 75.00 66.196 941.514 1 jam 0-10-20-30-40-50-60 4 1 25 -25 37.50 33.098 470.757 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 75.00 66.196 941.514 20 menit 0-10-20 7 2 75 25 112.50 99.294 1412.270 "A" 0-10-20-30-40-50-60 8 2 100 25 150.00 132.392 1883.027 1 jam 0-10-20-30-40-50-60 9 2 75 -25 112.50 99.294 1412.270 20 menit 0-10-20 10 2 50 -25 75.00 66.196 941.514 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 75.00 66.196 941.514 20 menit 0-10-20 13 3 100 50 150.00 132.392 1883.027 20 menit 0-10-20 14 3 125 25 187.50 165.490 2353.784 "A" 0-10-20-30-40-50-60 15 3 150 25 225.00 198.588 2824.541 1 jam 0-10-20-30-40-50-60 16 3 125 -25 187.50 165.490 2353.784 20 menit 0-10-20 17 3 100 -25 150.00 132.392 1883.027 20 menit 0-10-20 18 3 50 -50 75.00 66.196 941.514 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 75.00 66.196 941.514 20 menit 0-10-20 21 4 100 50 150.00 132.392 1883.027 20 menit 0-10-20 22 4 150 50 225.00 198.588 2824.541 20 menit 0-10-20 23 4 175 25 262.50 231.686 3295.298 "A" 0-10-20-30-40-50-60 24 4 200 25 300.00 264.784 3766.054 "B" 0-10-20-30-40-50-60 and every 1 hour unt 25 4 150 -50 225.00 198.588 2824.541 1 jam 0-10-20-30-40-50-60 26 4 100 -50 150.00 132.392 1883.027 1 jam 0-10-20-30-40-50-60 27 4 50 -50 75.00 66.196 941.514 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%) : 300 TON CATATAN: Luas Efektif 1133 CM2 "A" Pembebanan dijaga selama 1 jam atau sampai penurunan tidak lebih besar dari 0.25 mm Jack Kap. 500 TON "B" Pembebanan dijaga selama 12 jam atau sampai penurunan tidak lebih dari 0.25 mm/jam d Merek SCHIESS
-
Upload
nurfandy-dewanto -
Category
Documents
-
view
214 -
download
0
description
dfg
Transcript of Procedure Load Test1
PROSEDUR TEST PEMBEBANAN VERTIKAL KAP. 300 TON (200%)
LANGKAH PUTARAN % BEBAN % PENAMBAHAN LOAD BEBAN WAKTU INTERVAL PEMBEBANAN DLM MENIT
RENCANA BEBAN TON KG/CM2 PSI1 0 0 0 - 0.000 0.000 0 02 1 25 25 37.50 33.098 470.757 "A" 0-10-20-30-40-50-60 (max 2 hours)3 1 50 25 75.00 66.196 941.514 1 jam 0-10-20-30-40-50-60 4 1 25 -25 37.50 33.098 470.757 20 menit 0-10-205 2 0 -25 - 0.000 0.000 1 jam 0-10-20-30-40-50-60 6 2 50 50 75.00 66.196 941.514 20 menit 0-10-207 2 75 25 112.50 99.294 1412.270 "A" 0-10-20-30-40-50-60 (max 2 hours)8 2 100 25 150.00 132.392 1883.027 1 jam 0-10-20-30-40-50-60 9 2 75 -25 112.50 99.294 1412.270 20 menit 0-10-2010 2 50 -25 75.00 66.196 941.514 20 menit 0-10-2011 2 0 -50 - 0.000 0.000 1 jam 0-10-20-30-40-50-60 12 3 50 50 75.00 66.196 941.514 20 menit 0-10-2013 3 100 50 150.00 132.392 1883.027 20 menit 0-10-2014 3 125 25 187.50 165.490 2353.784 "A" 0-10-20-30-40-50-60 (max 2 hours)15 3 150 25 225.00 198.588 2824.541 1 jam 0-10-20-30-40-50-60 16 3 125 -25 187.50 165.490 2353.784 20 menit 0-10-2017 3 100 -25 150.00 132.392 1883.027 20 menit 0-10-2018 3 50 -50 75.00 66.196 941.514 20 menit 0-10-2019 3 0 -50 - 0.000 0.000 1 jam 0-10-20-30-40-50-60 20 4 50 50 75.00 66.196 941.514 20 menit 0-10-2021 4 100 50 150.00 132.392 1883.027 20 menit 0-10-2022 4 150 50 225.00 198.588 2824.541 20 menit 0-10-2023 4 175 25 262.50 231.686 3295.298 "A" 0-10-20-30-40-50-60 (max 2 hours)24 4 200 25 300.00 264.784 3766.054 "B" 0-10-20-30-40-50-60 (for 4 hours) and every 1 hour until 12 hours. (Max. 24 hour)
25 4 150 -50 225.00 198.588 2824.541 1 jam 0-10-20-30-40-50-60 26 4 100 -50 150.00 132.392 1883.027 1 jam 0-10-20-30-40-50-60 27 4 50 -50 75.00 66.196 941.514 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%) : 300 TON CATATAN:Luas Efektif : 1133 CM2 "A" Pembebanan dijaga selama 1 jam atau sampai penurunan tidak lebih besar dari 0.25 mm/jam dengan maks 2 jam.Jack Kap. : 500 TON "B" Pembebanan dijaga selama 12 jam atau sampai penurunan tidak lebih dari 0.25 mm/jam dengan maks 24 jam.Merek : SCHIESS
Piston = 30 cmLuas piston 706.5
AXIAL LOAD TEST PROCEDURE - CAP. 975 TON (150%)
STEP CYCLE %OF DESIGN % OF ADDITI- LOAD HOLDING TIME LOADING INTERVAL IN MINUTES
LOAD ONAL LOAD TON KG/CM2 PSI1 0 0 0 - 0.000 0.000 0 02 1 25 25 162.50 55.458 788.793 "A" 0-10-20-30-40-50-60 (max 2 hours)3 1 50 25 325.00 110.917 1577.587 1 hour 0-10-20-30-40-50-60 4 1 25 -25 162.50 55.458 788.793 20 minutes 0-10-205 2 0 -25 - 0.000 0.000 1 hour 0-10-20-30-40-50-60 6 2 50 50 325.00 110.917 1577.587 20 minutes 0-10-207 2 75 25 487.50 166.375 2366.380 "A" 0-10-20-30-40-50-60 (max 2 hours)8 2 100 25 650.00 221.834 3155.173 1 hour 0-10-20-30-40-50-60 9 2 75 -25 487.50 166.375 2366.380 20 minutes 0-10-2010 2 50 -25 325.00 110.917 1577.587 20 minutes 0-10-2011 3 0 -50 - 0.000 0.000 1 hour 0-10-20-30-40-50-60 12 4 50 50 325.00 110.917 1577.587 20 minutes 0-10-2013 4 100 50 650.00 221.834 3155.173 20 minutes 0-10-2014 4 125 25 812.50 277.292 3943.966 "A" 0-10-20-30-40-50-60 (max 2 hours)15 4 150 25 975.00 332.751 4732.760 "B" 0-10-20-30-40-50-60 (for 4 hours) and every 1 hour until 12 hours. (Max. 24 hour)
16 4 150 -50 975.00 332.751 4732.760 1 hour 0-10-20-30-40-50-60 17 4 100 -50 650.00 221.834 3155.173 1 hour 0-10-20-30-40-50-60 18 4 50 -50 325.00 110.917 1577.587 1 hour 0-10-20-30-40-50-60 19 4 0 -50 - 0.000 0.000 12 hour 0-10-20-30-40-50-60....240 then every 1hour
Load (150%) : 975 TON NOTE:Efectif area : 2930.12 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. : 2x1000 TON "B" Load is maintained for 12 hours or until settlement is not grather than 0.25 mm/hr with max 24 hoursMerk : Enerpac
Piston = 30 cmLuas piston 706.5
57
PROCEDURE LOAD TEST TENSILE CAP. 187.5 TON (200%)
STEP CYCLE %OF DESIGN % OF ADDITI- LOAD HOLDING TIME LOADING INTERVAL IN MINUTES
LOAD ONAL LOAD TON KG/CM2 PSI1 0 0 0 - 0.000 0.000 0 02 1 25 25 23.44 15.998 227.537 "A" 0-10-20-30-40-50-60 (max 2 hours)3 1 50 25 46.88 31.995 455.073 1 hour 0-10-20-30-40-50-60 4 1 25 -25 23.44 15.998 227.537 20 minutes 0-10-205 2 0 -25 - 0.000 0.000 1 hour 0-10-20-30-40-50-60 6 2 50 50 46.88 31.995 455.073 20 minutes 0-10-207 2 75 25 70.31 47.993 682.610 "A" 0-10-20-30-40-50-60 (max 2 hours)8 2 100 25 93.75 63.991 910.146 1 hour 0-10-20-30-40-50-60 9 2 75 -25 70.31 47.993 682.610 20 minutes 0-10-2010 2 50 -25 46.88 31.995 455.073 20 minutes 0-10-2011 2 0 -50 - 0.000 0.000 1 hour 0-10-20-30-40-50-60 12 3 50 50 46.88 31.995 455.073 20 minutes 0-10-2013 3 100 50 93.75 63.991 910.146 20 minutes 0-10-2014 3 125 25 117.19 79.988 1137.683 "A" 0-10-20-30-40-50-60 (max 2 hours)15 3 150 25 140.63 95.986 1365.219 1 hour 0-10-20-30-40-50-60 16 3 125 -25 117.19 79.988 1137.683 20 minutes 0-10-2017 3 100 -25 93.75 63.991 910.146 20 minutes 0-10-2018 3 50 -50 46.88 31.995 455.073 20 minutes 0-10-2019 3 0 -50 - 0.000 0.000 1 hour 0-10-20-30-40-50-60 20 4 50 50 46.88 31.995 455.073 20 minutes 0-10-2021 4 100 50 93.75 63.991 910.146 20 minutes 0-10-2022 4 150 50 140.63 95.986 1365.219 20 minutes 0-10-2023 4 175 25 164.06 111.983 1592.756 "A" 0-10-20-30-40-50-60 (max 2 hours)24 4 200 25 187.50 127.981 1820.292 "B" 0-10-20-30-40-50-60 (for 4 hours) and every 1 hour until 12 hours. (Max. 24 hour)
25 4 150 -50 140.63 95.986 1365.219 1 hour 0-10-20-30-40-50-60 26 4 100 -50 93.75 63.991 910.146 1 hour 0-10-20-30-40-50-60 27 4 50 -50 46.88 31.995 455.073 1 hour 0-10-20-30-40-50-60 28 4 0 -50 - 0.000 0.000 1 hour 0-10-20-30-40-50-60
Load (200%) : 187.5 TON NOTE:Efectif area : 1465.06 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 hours or until settlement is not grather than 0.25 mm/hr with max 24 hoursMerk : ENERPAC
Piston = 30 cmLuas piston 706.5
59
PROCEDURE LOADING TEST LATERAL CAP 11.5 TON (200%) DEADMAN SYSTEM
STEP CYCLE %OF DESIGN % OF ADDITI- LOAD HOLDING LOADING INTERVAL IN MINUTES
LOAD ONAL LOAD TON KG/CM2 PSI TIME1 0 0 0 0 0.000 0.000 0 02 1 25 25 1.13 34.091 484.880 15 minutes 0-5-10-153 1 50 25 2.25 68.182 969.759 20 minutes 0-5-10-15-204 1 25 -25 1.13 34.091 484.880 10 minutes 0-5-105 2 0 -25 - 0.000 0.000 10 minutes 0-5-106 2 50 50 2.25 68.182 969.759 10 minutes 0-5-107 2 75 25 3.38 102.273 1454.638 15 minutes 0-5-10-158 2 100 25 4.50 136.364 1939.518 20 minutes 0-5-10-15-209 2 50 -50 2.25 68.182 969.759 10 minutes 0-5-1010 3 0 -50 - 0.000 0.000 10 minutes 0-5-1011 3 50 50 2.25 68.182 969.759 10 minutes 0-5-1012 3 100 50 4.50 136.364 1939.518 10 minutes 0-5-1013 3 125 25 5.63 170.455 2424.398 15 minutes 0-5-10-1514 3 150 25 6.75 204.545 2909.277 20 minutes 0-5-10-15-2015 3 75 -75 3.38 102.273 1454.638 10 minutes 0-5-1016 4 0 -75 - 0.000 0.000 10 minutes 0-5-1017 4 50 50 2.25 68.182 969.759 10 minutes 0-5-1018 4 100 50 4.50 136.364 1939.518 10 minutes 0-5-1019 4 150 50 6.75 204.545 2909.277 10 minutes 0-5-1020 4 170 20 7.65 231.818 3297.181 20 minutes 0-5-10-15-2021 4 180 10 8.10 245.455 3491.132 20 minutes 0-5-10-15-2022 4 190 10 8.55 259.091 3685.084 20 minutes 0-5-10-15-2023 4 200 10 9.00 272.727 3879.036 60 minutes 0-5-10-15-20-30-40-50-6025 4 150 -50 6.75 204.545 2909.277 10 minutes 0-5-1026 4 100 -50 4.50 136.364 1939.518 10 minutes 0-5-1027 4 50 -50 2.25 68.182 969.759 10 minutes 0-5-1028 4 0 -50 0.00 0.000 0.000 30 minutes 0-5-10-20-30
Test : 9 ton Jack Cap. : 25 TON Merk : ENERPAC
59
lLuas A 33 cm2
59
LEMBAR PENCATATAN
Proyek : Gedung Parkir MarinaLokasi : Ancol Jakarta
Tanggal Waktu Beban Penurunan (Test Pile) PergeseranRata rata
PencatatanKeterangan
Waktu Selang Ton Kg/cm2 Dial 1 Dial 2 Dial 3 Dial 4 Dial X Dial Y Rata rata
KONSULTAN KONTRAKTOR UTAMA SUB KONTRAKTORPT. BERDIKARI PONDASI PERDANA
( ………………. ) ( ………………. ) ( ………………. )
PROCEDURE LOAD TEST AXIAL KAPASITAS 275 TON ( 250% )
PROJECT GEDUNG PARKIR MARINA STEP CYCLE %OF DESIGN % OF ADDITI- LOAD HOLDING TIME LOADING INTERVAL IN MINUTES
LOAD ONAL LOAD TON KG/CM2 PSI1 0 0 0 0 0.000 0.000 0 02 1 25 25 28 24.260 345.057 "A" 0-10-20-30-40-50-60 (max 2 hours)3 1 50 25 55 48.521 690.114 1 hour 0-10-20-30-40-50-60 4 1 25 -25 28 24.260 345.057 20 minutes 0-10-205 2 0 -25 0 0.000 0.000 1 hour 0-10-20-30-40-50-60 6 2 50 50 55 48.521 690.114 20 minutes 0-10-207 2 75 25 83 72.781 1035.172 "A" 0-10-20-30-40-50-60 (max 2 hours)8 2 100 25 110 97.041 1380.229 1 hour 0-10-20-30-40-50-60 9 2 75 -25 83 72.781 1035.172 20 minutes 0-10-2010 2 50 -25 55 48.521 690.114 20 minutes 0-10-2011 2 0 -50 0 0.000 0.000 1 hour 0-10-20-30-40-50-60 12 3 50 50 55 48.521 690.114 20 minutes 0-10-2013 3 100 50 110 97.041 1380.229 20 minutes 0-10-2014 3 125 25 138 121.301 1725.286 "A" 0-10-20-30-40-50-60 (max 2 hours)15 3 150 25 165 145.562 2070.343 1 hour 0-10-20-30-40-50-60 16 3 125 -25 138 121.301 1725.286 20 minutes 0-10-2017 3 100 -25 110 97.041 1380.229 20 minutes 0-10-2018 3 50 -50 55 48.521 690.114 20 minutes 0-10-2019 3 0 -50 0 0.000 0.000 1 hour 0-10-20-30-40-50-60 20 4 50 50 55 48.521 690.114 20 minutes 0-10-2021 4 100 50 110 97.041 1380.229 20 minutes 0-10-2022 4 150 50 165 145.562 2070.343 20 minutes 0-10-2023 4 175 25 193 169.822 2415.400 "A" 0-10-20-30-40-50-60 (max 2 hours)24 4 200 25 220 194.082 2760.458 1 hour 0-10-20-30-40-50-60 25 4 175 -25 193 169.822 2415.400 20 minutes 0-10-2026 4 150 -25 165 145.562 2070.343 20 minutes 0-10-2027 4 100 -50 110 97.041 1380.229 20 minutes 0-10-2028 4 50 -50 55 48.521 690.114 20 minutes and every 1 hour until 12 hours.29 5 0 -50 0 0.000 0.000 1 hour 0-10-20-30-40-50-60 30 5 50 50 55 48.521 690.114 20 minutes 0-10-2031 5 100 50 110 97.041 1380.229 20 minutes 0-10-2032 5 150 50 165 145.562 2070.343 20 minutes 0-10-2033 5 200 50 220 194.082 2760.458 20 minutes 0-10-2034 5 225 25 248 218.343 3105.515 "A" 0-10-20-30-40-50-60 (max 2 hours)35 5 250 25 275 242.603 3450.572 "B" 0-10-20-30-40-50-60 (For 4 hours)
and every 1 hour until 12 hours. (Max. 24 hours)36 5 200 -50 220 194.082 2760.458 1 hour 0-10-20-30-40-50-60 37 5 150 -50 165 145.562 2070.343 1 hour 0-10-20-30-40-50-60 38 5 100 -50 110 97.041 1380.229 1 hour 0-10-20-30-40-50-60 39 5 50 -50 55 48.521 690.114 1 hour 0-10-20-30-40-50-60 40 5 0 -50 0 0.000 0.000 12 hours 0-10-20-30-40-50-60 (For 4 hours)
and every 1 hour until 12 hours.Test Load : 275 TON NOTE:Efectif area : 1133.54 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. : 500 TON "B" Load is maintained for 12 hours or until settlement is not grather than 0.25 mm/hr with max 24 hours
Merk : SCHIESS
Piston = 38 cmLuas piston 1133.54
