sample plate load test field data

8/17/2019 Sample Plate Load Test Field Data

1/3

PROJECT

LOCATION

CLIENT

Load, Ton Ave. Settlement, in. Load, s,ton / m² Deflection, d,m

0.34176 0.0085 0.75 0.0002159

0.68352 0.0190 1.50 0.0004826

1.02498 0.0285 2.25 0.0007239

1.36704 0.0365 3.00 0.0009271

1.70880 0.0460 3.75 0.0011684

2.05056 0.0535 4.50 0.0013589

2.39232 0.0595 5.25 0.0015113

2.73408 0.0625 6.00 0.0015875

Kave = 3,335.09 tons/m³

Kave = 32,717.27 KPa/m


0.34176 0.0100 0.75 0.0002540

0.68352 0.0165 1.50 0.00041911.02498 0.0225 2.25 0.0005715

1.36704 0.0285 3.00 0.0007239

1.70880 0.0330 3.75 0.0008382

2.05056 0.0385 4.50 0.0009779

2.39232 0.0425 5.25 0.0010795

2.73408 0.0465 6.00 0.0011811

Kave = 4,200.90 tons/m³

Kave = 41,210.85 KPa/m


0.34176 0.0080 0.75 0.0002032

0.68352 0.0175 1.50 0.0004445

1.02498 0.0225 2.25 0.0005715

1.36704 0.0275 3.00 0.0006985

1.70880 0.0325 3.75 0.0008255

2.05056 0.0380 4.50 0.0009652

2.39232 0.0415 5.25 0.0010541

2.73408 0.0435 6.00 0.0011049

Kave = 4,360.95 tons/m³

Kave = 42,780.92 KPa/m

Note: Plate used is the 30 in. diameter

Plate Area, m²

0.456

3,309.17

3,471.39

3,105.06

PLATE LOAD TEST RESULTS @ Station 1

Station 1 - Field Work Results Trial 1 - Station 1

K

5,426.54

5,076.44

4,859.94

4,598.46

3,776.87

Trial 2 - Station 1

K

2,950.68

4,539.51

4,658.97

4,977.05


K

3,688.35

3,372.21

3,933.07

4,291.90

4,141.31

4,470.73

3,933.073,576.58

Station 1 - Field Work Results

3,233.62

3,207.26

3,471.39

3,105.98


2/3

PROJECT

LOCATION

CLIENT


0.34176 0.0030 0.75 0.0000762

0.68352 0.0080 1.50 0.0002032

1.02498 0.0115 2.25 0.0002921

1.36704 0.0160 3.00 0.0004064

1.70880 0.0205 3.75 0.0005207

2.05056 0.0240 4.50 0.0006096

2.39232 0.0275 5.25 0.0006985

2.73408 0.0310 6.00 0.0007874

Kave = 7,747.89 tons/m³

Kave = 76,006.80 KPa/m


0.34176 0.0040 0.75 0.0001016

0.68352 0.0080 1.50 0.00020321.02498 0.0105 2.25 0.0002667

1.36704 0.0135 3.00 0.0003429

1.70880 0.0185 3.75 0.0004699

2.05056 0.0215 4.50 0.0005461

2.39232 0.0240 5.25 0.0006096

2.73408 0.0270 6.00 0.0006858

Kave = 8,185.29 tons/m³

Kave = 80,297.74 KPa/m


0.34176 0.0045 0.75 0.0001143

0.68352 0.0090 1.50 0.0002286

1.02498 0.0135 2.25 0.0003429

1.36704 0.0180 3.00 0.0004572

1.70880 0.0210 3.75 0.0005334

2.05056 0.0240 4.50 0.0006096

2.39232 0.0270 5.25 0.0006858

2.73408 0.0290 6.00 0.0007366

Kave = 7,052.27 tons/m³

Kave = 69,182.80 KPa/m


Plate Area, m²

0.456

7,614.66

8,234.46

K

7,376.70

7,376.708,428.02

8,742.76

7,974.81

7,695.15

7,376.70

7,196.78

7,376.70

7,510.82

7,376.70


K

9,835.60

7,376.70

K

6,557.07

8,606.15

8,742.76

7,649.91

8,139.81




6,557.07

6,555.12

6,557.07

7,025.43


3/3

PROJECT

LOCATION

CLIENT


0.34176 0.0090 0.75 0.0002286

0.68352 0.0245 1.50 0.0006223

1.02498 0.0380 2.25 0.0009652

1.36704 0.0480 3.00 0.0012192

1.70880 0.0575 3.75 0.0014605

2.05056 0.0064 4.50 0.0001626

2.39232 0.0700 5.25 0.0017780

2.73408 0.0765 6.00 0.0019431

Kave = 5,842.47 tons/m³

Kave = 57,314.62 KPa/m


0.34176 0.0085 0.75 0.0002159

0.68352 0.0220 1.50 0.00055881.02498 0.0310 2.25 0.0007874

1.36704 0.0375 3.00 0.0009525

1.70880 0.0430 3.75 0.0010922

2.05056 0.0465 4.50 0.0011811

2.39232 0.0505 5.25 0.0012827

2.73408 0.0540 6.00 0.0013716

Kave = 3,481.96 tons/m³

Kave = 34,158.00 KPa/m


0.34176 0.0075 0.75 0.0001905

0.68352 0.0220 1.50 0.0005588

1.02498 0.0310 2.25 0.0007874

1.36704 0.0370 3.00 0.0009398

1.70880 0.0425 3.75 0.0010795

2.05056 0.0465 4.50 0.0011811

2.39232 0.0500 5.25 0.0012700

2.73408 0.0535 6.00 0.0013589

Kave = 3,560.39 tons/m³

Kave = 34,927.47 KPa/m


Plate Area, m²

0.456

3,085.68

3,807.33

K

3,471.39

2,682.442,854.65

3,147.39

3,431.02

2,328.79

2,458.90

2,565.81

27,662.63

2,950.68

2,408.72


K

3,278.53

3,807.33

K

3,934.24

4,090.05

4,371.38

4,130.95

4,412.23




2,682.44

2,854.65

3,189.93

3,471.39

sample plate load test field data

Documents