Summary and data sheet lab
- 1. SUMMARY: Trial No. Unconfined Compressive Strength, qu(kPa) Undrained Shear Strength, su (kPa) 1 20.891 10.4455 2 22.226 11.113 3 23.857 11.9285 4 17.167 8.5835 5 17.906 8.953 AVERAGE 20.4094 10.2047 Average Unconfined Compressive Strength, qu(ave) = 20.4094 kPa Average Undrained Shear Strength, Su(ave) = 10.2047 kPa
- 2. DATA SHEET I. General Information Sample No. Boring No. Project No. Location Depth Date Responsible Technician Description of Sample Checked Approved II. Measurements A. Specimen Data Type of Specimen (Check One) Undisturbed ✓ Remolded Shape of Specimen (Check One) ✓ Cylindrical Prismatic Diameter of specimen, Do Initial Area of Specimen, Ao Initial Height of specimen, Ho Height-to diameter ratio, Ho/Do Volume of Specimen, V= AoxHo Mass of specimen Wet Unit Weight of Specimen, ɣ Moisture content of specimen, w Moisture Content Determination Container No. Wt. of Wet soil + Container Wt. of Dry soil + Container Wt. of Container Water Content B. Unconfined Compressive Strength Data Proving Ring Calibration =
- 3. DATA SHEET I. General Information Sample No.1 Boring No.1 Project No.02-CE4A-2013-13 LocationSoil Laboratory Depth 0.1m DateAugust 29, 2013 Responsible Technician Description of SampleFine-Grained Soil Checked Approved II. Measurements A. Specimen Data Type of Specimen (Check One) Undisturbed ✓ Remolded Shape of Specimen (Check One) ✓ Cylindrical Prismatic Diameter of specimen, Do 49.1 mm2 Initial Area of Specimen, Ao 1893.45 mm2 Initial Height of specimen, Ho 125.8 mm Height-to diameter ratio, Ho/Do 2.56 Volume of Specimen, V= AoxHo 2.3820 x 10-4 m3 Mass of specimen 478.13 g Wet Unit Weight of Specimen, ɣ 19691.2481 kN/m3 Moisture content of specimen, w 23.84% Moisture Content Determination Container No. 34 Wt. of Wet soil + Container 56.75 g Wt. of Dry soil + Container 53.170 g Wt. of Container 38.153 g Water Content 0.2384 B. Unconfined Compressive Strength Data Proving Ring Calibration =0.2076245kgf/div
- 4. DATA SHEET I. General Information Sample No. 2 Boring No. 1 Project No. 02-CE4A-2013-13 Location Soil Laboratory Depth 0.1m Date August 29, 2013 Responsible Technician Description of Sample Fine-Grained Soil Checked Approved II. Measurements A. Specimen Data Type of Specimen (Check One) Undisturbed ✓ Remolded Shape of Specimen (Check One) ✓ Cylindrical Prismatic Diameter of specimen, Do 49 mm2 Initial Area of Specimen, Ao 1885.74 mm2 Initial Height of specimen, Ho 126.5 mm Height-to diameter ratio, Ho/Do 2.58 Volume of Specimen, V= AoxHo 2.3855 x 10-4 m3 Mass of specimen 449.85 g Wet Unit Weight of Specimen, ɣ 18499.386 kN/m3 Moisture content of specimen, w 26.19% Moisture Content Determination Container No. 23 Wt. of Wet soil + Container 93.963 g Wt. of Dry soil + Container 83.063 g Wt. of Container 41.444 g Water Content 0.2619 B. Unconfined Compressive Strength Data Proving Ring Calibration = 0.2076245kgf/div
- 5. DATA SHEET I. General Information Sample No. 3 Boring No. 1 Project No. 02-CE4A-2013-13 Location Soil Laboratory Depth 0.1m Date August 29, 2013 Responsible Technician Description of Sample Fine-Grained Soil Checked Approved II. Measurements A. Specimen Data Type of Specimen (Check One) Undisturbed ✓ Remolded Shape of Specimen (Check One) ✓ Cylindrical Prismatic Diameter of specimen, Do 48.2 mm2 Initial Area of Specimen, Ao 1824.67 mm2 Initial Height of specimen, Ho 127 mm Height-to diameter ratio, Ho/Do 2.63 Volume of Specimen, V= AoxHo 2.31733 x 10-4 m3 Mass of specimen 469.91 g Wet Unit Weight of Specimen, ɣ 19892.7955kN/m3 Moisture content of specimen, w 24.93% Moisture Content Determination Container No. 136 Wt. of Wet soil + Container 72.565 g Wt. of Dry soil + Container 65.663 g Wt. of Container 37.972 g Water Content 0.2493 B. Unconfined Compressive Strength Data Proving Ring Calibration = 0.2076245kgf/div
- 6. DATA SHEET I. General Information Sample No. 4 Boring No. 1 Project No. 02-CE4A-2013-13 Location Soil Laboratory Depth 0.1m Date August 29, 2013 Responsible Technician Description of Sample Fine-Grained Soil Checked Approved II. Measurements A. Specimen Data Type of Specimen (Check One) Undisturbed ✓ Remolded Shape of Specimen (Check One) ✓ Cylindrical Prismatic Diameter of specimen, Do 50 mm2 Initial Area of Specimen, Ao 1963.50 mm2 Initial Height of specimen, Ho 126 mm Height-to diameter ratio, Ho/Do 2.52 Volume of Specimen, V= AoxHo 2.4740 x 10-4 m3 Mass of specimen 458.12 g Wet Unit Weight of Specimen, ɣ 18165.5508 kN/m3 Moisture content of specimen, w 25.85% Moisture Content Determination Container No. 25 Wt. of Wet soil + Container 67.067 g Wt. of Dry soil + Container 61.158 g Wt. of Container 38.295 g Water Content 0.2585 B. Unconfined Compressive Strength Data Proving Ring Calibration = 0.2076245kgf/div
- 7. DATA SHEET I. General Information Sample No. 5 Boring No. 1 Project No. 02-CE4A-2013-13 Location Soil Laboratory Depth 0.1m Date August 29, 2013 Responsible Technician Description of Sample Fine-Grained Soil Checked Approved II. Measurements A. Specimen Data Type of Specimen (Check One) Undisturbed ✓ Remolded Shape of Specimen (Check One) ✓ Cylindrical Prismatic Diameter of specimen, Do 50 mm2 Initial Area of Specimen, Ao 1963.50 mm2 Initial Height of specimen, Ho 126 mm Height-to diameter ratio, Ho/Do 2.52 Volume of Specimen, V= AoxHo 2.4740 x 10-4 m3 Mass of specimen 457.85 g Wet Unit Weight of Specimen, ɣ 18154.8444 kN/m3 Moisture content of specimen, w 25.93% Moisture Content Determination Container No. 62 Wt. of Wet soil + Container 67.162 g Wt. of Dry soil + Container 60.999 g Wt. of Container 37.231 g Water Content 0.2593 B. Unconfined Compressive Strength Data Proving Ring Calibration = 0.2076245kgf/div