Dial Gauge Readings are in millimeters.
Project: Business Administration College
Main Contractor : Al Ayuni Investment and Contracting
Piling Contractor : Delta Foundations
Load Test of Pile # 199
Pile Diameter : 1.00 meter
Pile Length : 20 meter
Reinforced Length : 14 meter
Working Load : 200 Tons
Test Load = 1.5 x Working Load = 300 tons
Load test Date: June 7, 2014
LOADING
Percentage of Pressure Load Loading Period Gauge Reading Average
Working Load (Bar) (Tons) (minutes) 1 2 3 4
0 1.35 1.10 1.80 .44
15 1.35 1.10 1.80 .44
25% 70.74 50 30 1.52 1.28 1.95 .54
45 1.53 1.30 1.96 .54
60 1.54 1.31 1.97 .56
120 1.56 1.33 1.97 .57 1.36
0 2.23 1.97 2.58 1.16
15 2.25 1.99 2.60 1.18
50% 414.70 100 30 2.26 2.00 2.60 1.18
45 2.27 2.01 2.61 1.18
60 2.27 2.02 2.62 1.20
120 2.31 2.07 2.65 1.23 2.07
0 3.17 2.90 3.42 2.00
15 3.26 2.92 3.49 2.04
75% 212.21 150 30 3.27 2.99 3.50 2.06
45 3.28 3.00 3.50 2.06
60 3.28 3.00 3.50 2.06
120 3.30 3.01 3.52 2.09 2.98
0 4.07 3.78 4.30 3.83
15 4.17 3.87 4.38 3.90
100% 282.94 200 30 4.19 3.87 4.39 3.92
45 4.21 3.90 4.40 3.92
60 4.22 3.92 4.40 3.93
120 4.22 3.92 4.42 3.94 4.13
0 5.07 4.98 5.49 4.78
15 5.25 4.95 5.46 4.93
125% 353.68 250 30 5.28 4.98 5.49 4.97
45 5.29 5.00 5.50 4.98
60 5.30 5.00 5.52 4.98
120 5.34 5.04 5.56 5.00 5.24
0 6.55 5.25 6.65 5.07
15 6.93 6.58 6.99 5.37
30 7.02 6.66 7.10 5.48
45 7.09 6.73 7.18 5.54
60 7.14 6.77 7.23 5.59
120 7.28 6.91 7.38 5.73
180 7.30 6.93 7.44 5.75
240 7.32 6.95 7.46 5.76
150% 424.41 300 300 7.32 6.95 7.47 5.77
360 7.33 6.95 7.49 5.77
420 7.38 6.99 7.53 5.82
480 7.41 7.02 7.57 5.90
540 7.42 7.08 7.64 5.90
600 7.43 7.09 7.65 5.90
660 7.48 7.11 7.70 5.96
720 7.55 7.15 7.80 6.01 7.13
UNLOADING
Percentage of Pressure Load Loading Period Gauge Reading Average
Working Load (Bar) (Tons) (minutes) 1 2 3 4
0 7.50 7.13 7.72 6.00
15 7.43 7.07 7.65 5.91
125% 353.68 250 30 7.43 7.07 7.65 5.91
45 7.42 7.06 7.64 5.90
60 7.41 7.06 7.63 5.90 7.00
0 7.09 6.75 7.38 5.66
15 7.08 6.73 7.38 5.66
100% 282.94 200 30 7.07 6.72 7.38 5.66
45 7.06 6.71 7.36 5.62
60 7.05 6.70 7.34 5.61 6.68
0 6.40 6.06 6.74 5.06
15 6.38 6.05 6.72 5.05
75% 212.21 150 30 6.37 6.04 6.72 5.02
45 6.36 6.03 6.71 5.01
60 6.34 6.01 6.70 5.00 6.01
0 5.50 5.23 5.93 5.56
15 5.49 5.21 5.89 4.20
50% 141.47 100 30 5.48 5.21 5.88 4.20
45 5.48 5.21 5.88 4.20
60 5.48 5.21 5.88 4.20 5.19
0 4.49 4.24 5.06 3.34
15 4.49 4.24 5.05 3.33
25% 70.74 50 30 4.48 4.23 5.05 3.33
45 4.48 4.22 5.04 3.33
60 4.48 4.22 5.04 3.33 4.27
0 2.93 2.93 3.40 2.93
15 2.91 2.90 3.30 2.85
0% 0 0 30 2.86 2.90 3.30 2.85
45 2.85 2.90 3.28 2.83
60 2.85 2.89 3.28 2.83 2.96
Working Load (Bar) (Tons) (minutes) 1 2 3 4
0 7.50 7.13 7.72 6.00
15 7.43 7.07 7.65 5.91
125% 353.68 250 30 7.43 7.07 7.65 5.91
45 7.42 7.06 7.64 5.90
60 7.41 7.06 7.63 5.90 7.00
0 7.09 6.75 7.38 5.66
15 7.08 6.73 7.38 5.66
100% 282.94 200 30 7.07 6.72 7.38 5.66
45 7.06 6.71 7.36 5.62
60 7.05 6.70 7.34 5.61 6.68
0 6.40 6.06 6.74 5.06
15 6.38 6.05 6.72 5.05
75% 212.21 150 30 6.37 6.04 6.72 5.02
45 6.36 6.03 6.71 5.01
60 6.34 6.01 6.70 5.00 6.01
0 5.50 5.23 5.93 5.56
15 5.49 5.21 5.89 4.20
50% 141.47 100 30 5.48 5.21 5.88 4.20
45 5.48 5.21 5.88 4.20
60 5.48 5.21 5.88 4.20 5.19
0 4.49 4.24 5.06 3.34
15 4.49 4.24 5.05 3.33
25% 70.74 50 30 4.48 4.23 5.05 3.33
45 4.48 4.22 5.04 3.33
60 4.48 4.22 5.04 3.33 4.27
0 2.93 2.93 3.40 2.93
15 2.91 2.90 3.30 2.85
0% 0 0 30 2.86 2.90 3.30 2.85
45 2.85 2.90 3.28 2.83
60 2.85 2.89 3.28 2.83 2.96
No comments:
Post a Comment