UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Proj Projec ect: t: Loca Locati tion on:: Date Tested: Test Tested ed By: By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funa Funaii Phi Phili lipp ppin ines es Fact Factor ory y Proj Projec ectt Malv Malvar ar - Lip Lipa a Cit City, y, Bata Batang nga as October 4, 2013 K. L. F. Pere Perezz / P. P. Mag Magla lang ngit it
Dead Weight of Equipment: 0.50624 kN Calibration: 2.41 2.41 % Test Location:
12 inches Ø
Plate Diameter: Area:
2
0.0730 m
No.1 (GL-9/E) Elevation: -1.50m. from gorund level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
9:45 AM
0
0
25
0
0
0.25
0.0833
77.11
10.7472
10:00 AM
14
45
58
0.14
0.45
0.58
0.3900
147.29
15
15.8677
10:15 AM
42
90
82
0.42
0.90
0.82
0.7133
217.47
20
20.9882
10:30 AM
62
120
102
0.62
1.20
1.02
0.9467
287.64
25
26.1087
10:45 AM
102
171
132
1.02
1.71
1.32
1.3500
357.82
30
31.2292
11:00 AM
134
210
154
1.3
2.10
1.54
1.6600
428.00
35
36.3497
11:15 AM
167
243
172
1.67
2.43
1.72
1.9400
498.17
40
41.4702
11:30 AM
195
269
187
1.95
2.69
1.87
2.1700
568.35
45
46.5907
11:45 AM
229
299
207
2.29
2.99
2.07
2.4500
638.53
50
51.7112
12:00 PM
264
328
224
2.64
3.28
2.24
2.7200
708.70
55
56.8317
12:15 PM
306
361
243
3.06
3.61
2.43
3.0333
778.88
60
61.9522
12:30 PM
345
394
264
3.45
3.94
2.64
3.3433
849.06
65
67.0727
12:45 PM
382
424
285
3.82
4.24
2.85
3.6367
919.23
70
72.1932
1:00 PM
432
466
316
4.32
4.66
3.16
4.0467
989.41
75
77.3137
1:15 PM
485
512
352
4.85
5.12
3.52
4.4967
1059.59
80
82.4342
1:30 PM
529
551
384
5.29
5.51
3.84
4.8800
1129.76
0
0.5062
2:15 PM
444
452
305
4.44
4.52
3.05
4.0033
6.94
Load(kN)
Adjusted Load
time
5
5.6267
10
Disp Displa lace ceme ment nt (Pe (Perr Divi Divisi sion on))
Disp Displa lace ceme ment nt(M (Mil illi lime mete ter) r)
Average
Plot of Pressure vs Settlement Load 0
100
200
300
40 0
50 0
60 0
70 0
80 0
90 0
0.00
0.50
1.00
t 1.50 n e m2.00 e l t t e S 2.50 3.00
3.50
4.00
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 5, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 0.69425 kN Calibration: 2.41 % Test Location:
12 inches Ø
Plate Diameter: Area:
2
0.0730 m
No.2 (GL-6/A) Elevation: -1.50m. from gorund level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
12:15 PM
10
9
11
0.10
0.09
0.11
0.1000
79.69
10.9353
12:30 PM
28
21
28
0.28
0.21
0.28
0.2567
149.87
15
16.0558
12:45 PM
44
32
39
0.44
0.32
0.39
0.3833
220.04
20
21.1763
1:00 PM
59
42
48
0.59
0.42
0.48
0.4967
290.22
25
26.2968
1:15 PM
79
56
59
0.79
0.56
0.59
0.6467
360.40
30
31.4173
1:30 PM
107
77
74
1.1
0.77
0.74
0.8600
430.57
35
36.5378
1:45 PM
132
95
87
1.32
0.95
0.87
1.0467
500.75
40
41.6583
2:00 PM
165
121
108
1.65
1.21
1.08
1.3133
570.93
45
46.7788
2:15 PM
208
161
141
2.08
1.61
1.41
1.7000
641.10
50
51.8993
2:30 PM
255
210
181
2.55
2.10
1.81
2.1533
711.28
55
57.0198
2:45 PM
303
264
223
3.03
2.64
2.23
2.6333
781.46
60
62.1403
3:00 PM
359
324
273
3.59
3.24
2.73
3.1867
851.63
65
67.2608
3:15 PM
423
393
331
4.23
3.93
3.31
3.8233
921.81
70
72.3813
3:30 PM
509
482
414
5.09
4.82
4.14
4.6833
991.99
75
77.5018
3:45 PM
609
582
515
6.09
5.82
5.15
5.6867
1062.16
80
82.6223
4:00 PM
687
657
591
6.87
6.57
5.91
6.4500
1132.34
0
0.6943
4:45 PM
501
478
503
5.01
4.78
5.03
4.9400
9.51
Load(kN)
Adjusted Load
time
5
5.8148
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
100
200
300
400
500
600
700
800
900
0.00
0.50
1.00
t n1.50 e m e l t t 2.00 e S 2.50
3.00
3.50
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 5, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 0.43133 kN Calibration: 2.41 % Test Location:
12 inches Ø
Plate Diameter: Area:
2
0.0730 m
No.3 (GL-2/D) Elevation: -1.50m. from gorund level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
9:15 PM
46
70
42
0.46
0.70
0.42
0.5267
76.09
10.6723
9:30 PM
87
141
88
0.87
1.41
0.88
1.0533
146.26
15
15.7928
9:45 PM
115
178
114
1.15
1.78
1.14
1.3567
216.44
20
20.9133
10:00 PM
155
231
150
1.55
2.31
1.50
1.7867
286.62
25
26.0338
10:15 PM
198
270
181
1.98
2.70
1.81
2.1633
356.79
30
31.1543
10:30 PM
237
304
216
2.4
3.04
2.16
2.5233
426.97
35
36.2748
10:45 PM
277
341
255
2.77
3.41
2.55
2.9100
497.15
40
41.3953
11:00 PM
315
370
286
3.15
3.70
2.86
3.2367
567.32
45
46.5158
11:15 PM
364
414
335
3.64
4.14
3.35
3.7100
637.50
50
51.6363
11:30 PM
474
505
431
4.74
5.05
4.31
4.7000
707.68
55
56.7568
11:45 PM
597
617
544
5.97
6.17
5.44
5.8600
777.85
60
61.8773
12:00 AM
659
673
604
6.59
6.73
6.04
6.4533
848.03
65
66.9978
12:15 AM
1215
1119
1053
12.15
11.19
10.53
11.2900
918.21
70
72.1183
12:30 AM
1358
1268
1124
13.58
12.68
11.24
12.5000
988.38
75
77.2388
12:31 AM
1608
1609
1595
16.08
16.09
15.95
16.0400
1058.56
0
0.4313
1:16 AM
1399
1493
1468
13.99
14.93
14.68
14.5333
5.91
Load(kN)
Adjusted Load
time
5
5.5518
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
100
200
300
400
500
600
700
800
900
0.00
1.00
2.00
t n3.00 e m e l t t 4.00 e S 5.00
6.00
7.00
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 7, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 0.42521 kN Calibration: 2.41 % Test Location:
Plate Diameter: Area:
12 inches Ø 2
0.0730 m
No.4 (GL-3'-4/E-E') Elevation: Ground Level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
11:15 AM
25
20
15
0.25
0.20
0.15
0.2000
76.00
10.6662
11:30 AM
55
42
54
0.55
0.42
0.54
0.5033
146.18
15
15.7867
11:45 AM
92
68
109
0.92
0.68
1.09
0.8967
216.36
20
20.9072
12:00 PM
143
101
181
1.43
1.01
1.81
1.4167
286.53
0
0.4252
12:45 PM
85
40
89
0.85
0.40
0.89
0.7133
5.83
Load(kN)
Adjusted Load
time
5
5.5457
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
50
100
150
200
250
300
350
0.00
0.20
0.40
t 0.60 n e m e 0.80 l t t e S 1.00 1.20
1.40
1.60
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 7, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 0.46574 kN Calibration: 2.41 % Test Location:
Plate Diameter: Area:
12 inches Ø 2
0.0730 m
No.5 (GL-8'-9/D'-E) Elevation: Ground Level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
2:15 PM
19
0
0
0.19
0.00
0.00
0.0633
76.56
10.7067
2:30 PM
44
1
13
0.44
0.01
0.13
0.1933
146.74
15
15.8272
2:45 PM
61
11
20
0.61
0.11
0.20
0.3067
216.91
20
20.9477
3:00 PM
84
30
39
0.84
0.30
0.39
0.5100
287.09
0
0.4657
12:45 PM
54
11
13
0.54
0.11
0.13
0.2600
6.38
Load(kN)
Adjusted Load
time
5
5.5862
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
50
100
150
200
250
300
350
0.00
0.10
0.20
t n e m e 0.30 l t t e S 0.40
0.50
0.60
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 7, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 0.92045 kN Calibration: 2.41 % Test Location:
Plate Diameter: Area:
12 inches Ø 2
0.0730 m
No.6 (GL-14'-15/F'-G) Elevation: Ground Level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
4:45 PM
11
2
11
0.11
0.02
0.11
0.0800
82.79
11.1615
5:00 PM
21
6
29
0.21
0.06
0.29
0.1867
152.97
15
16.2820
5:15 PM
41
18
38
0.41
0.18
0.38
0.3233
223.14
20
21.4025
5:30 PM
62
32
55
0.62
0.32
0.55
0.4967
293.32
0
0.9205
6:15 PM
45
31
24
0.45
0.31
0.24
0.3333
12.61
Load(kN)
Adjusted Load
time
5
6.0410
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
50
100
150
200
250
300
350
0.00
0.10
0.20
t n e m e 0.30 l t t e S 0.40
0.50
0.60
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 7, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 1.02120 kN Calibration: 2.41 % Test Location:
Plate Diameter: Area:
12 inches Ø 2
0.0730 m
No.7 (GL-14'-15/B'-C) Elevation: Ground Level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
8:00 PM
23
20
25
0.23
0.20
0.25
0.2267
84.17
11.2622
8:15 PM
56
49
55
0.56
0.49
0.55
0.5333
154.35
15
16.3827
8:30 PM
136
121
138
1.36
1.21
1.38
1.3167
224.53
20
21.5032
8:45 PM
159
149
163
1.59
1.49
1.63
1.5700
294.70
0
1.0212
6:15 PM
99
104
118
0.99
1.04
1.18
1.0700
14.00
Load(kN)
Adjusted Load
time
5
6.1417
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
50
100
150
200
250
300
350
0.00 0.20 0.40 0.60
t n e 0.80 m e l t t 1.00 e S 1.20 1.40 1.60 1.80
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 7, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 0.63114 kN Calibration: 2.41 % Test Location:
Plate Diameter: Area:
12 inches Ø 2
0.0730 m
No.8 (GL-3'-4/B-C) Elevation: Ground Level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
10:45 PM
11
5
1
0.11
0.05
0.01
0.0567
78.83
10.8721
11:00 PM
33
59
54
0.33
0.59
0.54
0.4867
149.00
15
15.9926
11:15 PM
67
106
98
0.67
1.06
0.98
0.9033
219.18
20
21.1131
11:30 PM
101
151
142
1.01
1.51
1.42
1.3133
289.36
0
0.6311
12:15 AM
44
67
70
0.44
0.67
0.70
0.6033
8.65
Load(kN)
Adjusted Load
time
5
5.7516
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
50
100
150
200
250
300
350
0.00
0.20
0.40
t n0.60 e m e l t t 0.80 e S 1.00
1.20
1.40
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 8, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 0.57090 kN Calibration: 2.41 % Test Location:
Plate Diameter: Area:
12 inches Ø 2
0.0730 m
No.9 (GL-8'-9/A'-B) Elevation: Ground Level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
10:45 PM
134
138
146
1.34
1.38
1.46
1.3933
78.00
10.8119
11:00 PM
241
294
315
2.41
2.94
3.15
2.8333
148.18
15
15.9324
11:15 PM
431
471
477
4.31
4.71
4.77
4.5967
218.35
0
0.5709
12:15 AM
132
74
122
1.32
0.74
1.22
1.0933
7.82
Load(kN)
Adjusted Load
time
5
5.6914
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
50
100
150
200
250
0.00 0.50 1.00 1.50
t 2.00 n e m2.50 e l t t e 3.00 S 3.50 4.00 4.50 5.00
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 8, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 1.17438 kN Calibration: 2.41 % Test Location:
Plate Diameter: Area:
12 inches Ø 2
0.0730 m
No.10 (GL-2/B-C) Elevation: -4.0m. from gorund level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
5:45 PM
158
140
173
1.58
1.40
1.73
1.5700
86.27
11.4154
6:00 PM
572
515
581
5.72
5.15
5.81
5.5600
156.45
15
16.5359
6:15 PM
1752
1782
1772
17.52
17.82
17.72
17.6867
226.62
20
21.6564
6:16 PM
2761
2785
2691
27.61
27.85
26.91
27.4567
296.80
0
1.1744
7:01 PM
2734
2757
2595
27.34
27.57
25.95
26.9533
16.09
Load(kN)
Adjusted Load
time
5
6.2949
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
50
100
150
200
250
300
350
0.00
5.00
10.00
t n e m e 15.00 l t t e S 20.00
25.00
30.00
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
UNIVERSAL TESTING LABORATORY AND INSPECTION, INC. 147 Pasig Boulevard Pasig City, Metro Manila, Philippines
Client: Project: Location: Date Tested: Tested By:
SHIMIZU PHILIPPINES CONTRACTORS, INC. Funai Philippines Factory Project Malvar - Lipa City, Batangas October 10, 2013 K. L. F. Perez / P. Maglangit
Dead Weight of Equipment: 0.67304 kN Calibration: 2.41 % Test Location:
12 inches Ø
Plate Diameter: Area:
2
0.0730 m
No.11 (GL-2/G) Elevation: -1.50m. from gorund level
PLATE LOAD BEARING TEST REPORT
Strain A
Strain B
Strain C
Strain A
Strain B
Strain C
(mm)
Pressure (kPa)
2:00 PM
13
15
9
0.13
0
0.09
0.1233
79.40
10.9140
2:15 PM
21
24
13
0.21
0.24
0.13
0.1933
149.58
15
16.0345
2:30 PM
30
31
18
0.3
0.31
0.18
0.2633
219.75
20
21.1550
2:45 PM
38
38
22
0.38
0.38
0.22
0.3267
289.93
25
26.2755
3:00 PM
50
47
28
0.5
0.47
0.28
0.4167
360.11
30
31.3960
3:15 PM
61
55
34
0.6
0.55
0.34
0.5000
430.28
35
36.5165
3:30 PM
74
63
40
0.74
0.63
0.40
0.5900
500.46
40
41.6370
3:45 PM
85
72
46
0.85
0.72
0.46
0.6767
570.64
45
46.7575
4:00 PM
104
89
53
1.04
0.89
0.53
0.8200
640.81
50
51.8780
4:15 PM
129
107
61
1.29
1.07
0.61
0.9900
710.99
55
56.9985
4:30 PM
161
130
74
1.61
1.30
0.74
1.2167
781.17
60
62.1190
4:45 PM
201
163
92
2.01
1.63
0.92
1.5200
851.34
65
67.2395
5:00 PM
244
198
111
2.44
1.98
1.11
1.8433
921.52
70
72.3600
5:15 PM
290
240
136
2.90
2.40
1.36
2.2200
991.70
75
77.4805
5:30 PM
334
279
162
3.34
2.79
1.62
2.5833
1061.87
80
82.6010
5:45 PM
393
335
199
3.93
3.35
1.99
3.0900
1132.05
0
0.6730
6:30 PM
247
216
117
2.47
2.16
1.17
1.9333
9.22
Load(kN)
Adjusted Load
time
5
5.7935
10
Displacement (Per Division)
Displacement(Millimeter)
Average
Plot of Pressure vs Settlement Load 0
100
200
300
400
500
600
700
800
900
0.00
0.20
0.40
t 0.60 n e m0.80 e l t t e S 1.00 1.20
1.40
1.60
Tested By:
K. L. Perez
Sr. Lab. Technician
Checked By:
Certified by:
R. B. Dela Cruz
D. B. Santos
Geotechnical Engineer
Manager
