Aecon Step

5/20/2018 Aecon Step

1/15

Project : 150 kV T/L ASAHIMAS MENES

PAD-CHIMNEY & PILE FOUNDATION UPLIFT TEST

UPLIFT TEST LOADING STEP CALCULATION

MAIN BEAM WEIGHT

IWF 700X300X13X24, L=7.6 m. = 185 x 7.6 = 1,406.00 kgStiff. PL 143X652x16mm., 14 Nos = 7850 x 0.143 x 0.652 x 0.016 x 14 = 163.95 kg

Stiff. PL 143X652x12mm., 18 Nos = 7850 x 0.143 x 0.652 x 0.012 x 4 = 35.13 kg

Main beam weight = 1,605.08 kg

Additional force to cover self weight of main beam = 1605.07 x 0.5 = 802.54 kg

Effective area of Hydraulic Jack = 11.81 in2

Pressuremeter reading = 149.84 psi

LOADING STEP FOR PAD-CHIMNEY FOUNDATION UPLIFT TEST

Design Load = 25.92 tons (refer to BK/AM 2010/100)

3750 3650

Detail calculation for 25% design load :

Jacking load = (Pile load x A) / (A+B)

= ( 25% x 25.92 x 3750 ) / (3750+3650)

= 3.28 tons

= 7,240.74 pounds

Pressuremeter reading = 7240.74/11.81

= 613.10 psi

Eff. Area Pressure

% Load (ton) (in2) (psi)

25% 6.48 11.81 613.10

50% 12.96 11.81 1,226.21

70% 18.14 11.81 1,716.69

80% 20.74 11.81 1,961.93

100% 25.92 11.81 2,452.41

110% 28.51 12.81 2,487.06

LOADING STEP FOR PILE FOUNDATION UPLIFT TEST

Design Load = 14.47 tons (refer to BK/AM 2010/200)

2550 2400

Detail calculation for 25% design load :

2,600.00

2,700.00

% of Design Load Pressure. Plus Weight Beam Pressure. Plus Weight Beam

(psi)

762.94

(psi) (dibulatkan

800.00

1,866.53

2,111.77

2,602.25

1,376.04 1,400.00

1,900.00

2,100.00

2,636.90

Pile Test Jack

A B

A B


2/15

Detail calculation for 25% design load :A B

Project : 150kV T/L Asahimas Menes

Pile Descriptions :

Pile Type : Bore Pile Dated Installed

Length of Pile : 8.5 m. Date of Testing

Diameter of Pile : 400 mm. Cut of Level ( -0

Description of Test : Uplift Load Test Ground Level ( 0

Loading System : Hydraulic Jack Founding Level

Working Load : 14.47 tons Location

Test Load : 28.94 tons Test Pile No.

Step No. I

Note : Pressuremeter reading already added by main bem self weight

11.25 0 0 0 0 0

11.25 0 3.62 500

11.27 2 3.62 500

11.29 4 3.62 500

11.33 8 3.62 500

11.40 15 3.62 500

12.10 45 3.62 500

Press.

meter

(psi)

0.10 0.10

0.07 0.10 0.10

0.10 0.10 0.11

0.05 0.08 0.08

0.06 0.09 0.09

0.07

Dial 3

0.00

0.04 0.07

0.00 0.00

0.07

UPLIFT LOADING

25 60

Dial No. 1

RECORD OF PILE TEST

Time

% Of

Design

Load

Load

Duration

(Minute)

Time

Reading

(Minute)

Test

Load

(Tons)

Butt Movement Reading

Dial 2


3/15


Pile Descriptions :








Step No. II


14.45 0 7.24 900

14.47 2 7.24 900

14.49 4 7.24 900

14.53 8 7.24 900

15.00 15 7.24 900

15.05 20 7.24 900

15.05 0 10.85 1,200

Test

Load

(Tons)

0.31 0.38 0.39

0.49 0.58 0.58

0.31 0.38 0.39

0.31 0.38 0.38

0.31 0.38 0.38

0.31 0.38 0.38

Dial No. 1 Dial 2 Dial 3

0.30 0.37 0.38

RECORD OF PILE TEST

Time

% Of

Design

Load

Load

Duration

(Minute)

Time

Reading

(Minute)

Press.

meter

(psi)


UPLIFT LOADING

50 20


4/15


Pile Descriptions :








Step No. II


17.05 0 10.85 1,200

17.07 2 10.85 1,200

17.09 4 10.85 1,200

17.13 8 10.85 1,200

17.20 15 10.85 1,200

17.25 20 10.85 1,200

17.25 0 7.24 900 0.73

1.02

0.98 1.06 1.02

0.66 0.75

0.98 1.06

1.03

0.99 1.06 1.03

1.02

0.98 1.06 1.02


75 20

0.99 1.07

0.98 1.06

Test

Load

(Tons)

Press.

meter

(psi)


RECORD OF PILE TEST

UPLIFT LOADING

Time

% Of

Design

Load

Load

Duration

(Minute)

Time

Reading

(Minute)


5/15


Pile Descriptions :








Step No. III


18.45 0 7.24 900

18.47 2 7.24 900

18.49 4 7.24 900

18.53 8 7.24 900

19.00 15 7.24 900

19.05 20 7.24 900

19.05 0 14.47 1,600

Test

Load

(Tons)

0.52 0.59 0.58

1.15 1.28 1.29

0.52 0.58 0.58

0.52 0.59 0.58

0.51 0.57 0.56

0.52 0.57 0.58


0.50 0.57 0.56

RECORD OF PILE TEST

Time

% Of

Design

Load

Load

Duration

(Minute)

Time

Reading

(Minute)

Press.

meter

(psi)


UPLIFT LOADING

50 20


6/15


Pile Descriptions :








Step No. III


21.25 0 18.09 1,900

21.27 2 18.09 1,900

21.29 4 18.09 1,900

21.33 8 18.09 1,900

21.40 15 18.09 1,900

21.45 20 18.09 1,900

21.45 0 14.47 1,600 3.59

3.70

3.57 3.77 3.70

3.50 3.67

3.57 3.77

3.70

3.57 3.77 3.70

3.70

3.57 3.77 3.70


125 20

3.57 3.77

3.57 3.77

Test

Load

(Tons)

Press.

meter

(psi)


RECORD OF PILE TEST

UPLIFT LOADING

Time

% Of

Design

Load

Load

Duration

(Minute)

Time

Reading

(Minute)


7/15


Pile Descriptions :








Step No. IV


23.25 0 7.24 900

23.27 2 7.24 900

23.29 4 7.24 900

23.33 8 7.24 900

23.40 15 7.24 900

23.45 20 7.24 900

23.45 0 14.47 1,600

23.47 2 14.47 1,600

23 49 4 14 4 1 600

3.95

3.92 4.07 4.01

4 02

2.73

2.69 2.80 2.74

3.87 4.00

3 93 4 09

2.69 2.80

2.67

2.66 2.77 2.71

2.72

2.69 2.80 2.73


50 20

2.64 2.74

2.66 2.77

RECORD OF PILE TEST

UPLIFT LOADING

Time

% Of

Design

Load

Load

Duration

(Minute)

Time

Reading

(Minute)

Test

Load

(Tons)

Press.

meter

(psi)



8/15


Pile Descriptions :








Step No. IV


01.25 0 28.94 3,000

01.27 2 28.94 3,000

01.29 4 28.94 3,000

01.33 8 28.94 3,000

01.40 15 28.94 3,000

02.10 45 28.94 3,000

02.25 60 28.94 3,000

02.45 80 28.94 3,000

03 0 100 28 94 3 000

14.39

14.93 14.78 15.00

15 25 15 10 15 32

14.31 14.19

13.30

14.02 13.88 14.08

13.27 13.13

12.43

12.44 12.33 12.49

12.51

12.87 12.71 12.89


25mm/hour)

12.35 12.27

12.47 12.36

Test

Load

(Tons)

Press.

meter

(psi)


RECORD OF PILE TEST

UPLIFT LOADING

Time

% Of

Design

Load

Load

Duration

(Minute)

Time

Reading

(Minute)


9/15


Pile Descriptions :




Description of Test : Uplift Load Test Ground Level (




Step No. IV


13.25 0 25.32 2,600

13.27 2 25.32 2,600

13.29 4 25.32 2,600

13.33 8 25.32 2,600

13.40 15 25.32 2,600

14.10 45 25.32 2,600

14.25 60 25.32 2,600

14.25 0 21.71 2,200

17.35

16.98 16.85 17.08

17.34

17.25 17.14 17.40

17.20 17.06

17.23 17.11

17.39

17.22 17.11 17.37

17.35

17.20 17.06 17.34

Dial No. 1 Dial 2 Dial

175 60

17.23 17.12

17.21 17.09

Test

Load

(Tons)

Press.

meter

(psi)


RECORD OF PILE TEST

UPLIFT LOADING

Time

% Of

Design

Load

Load

Duration

(Minute)

Time

Reading

(Minute)


10/15

10

15

20

25

30

TestLoad

(TON)

GRAPH OF PILE UPLIFT AXIAL TENSILE LOAD TEST STE


11/15

INDIVIDUAL PILE UNDER STATIC AXIAL TENSILE LOAD(ASTM D-3689)

Project : 150 kV T/L Asahimas Menes

Location : Gardu induk (G.I.) Menes

Test No. : 1 (Uplift Pile Load Test)

Elevation :

Date of test :

Type of pile : Bore Pile

Date of Installation :

Type of Hydraulick Jack : Enerpac CLSG 508

Area of piston (AP) : 11.81 in

Hydraulic Pump : Enerpac P-80

Manometer : Enerpac G4039 L capacity 0-10.000 P

Dial Gauge : Mitutoyo Analog Capacity 0 - 100 mm

Accuracy/Resolution : 0.01 mm

April 21-23, 2008

March 19, 2008

02468

10121416182022

24262830

0 500 1000 1500 2000 2500 3000

Load(Ton)

Elapsed time (min)

0.0

3.0

6.0

9.0

12.0

15.0

18.0

0 500 1000 1500 2000 2500 3000

Settlement(mm)

Elapsed time (min)

0.0

3.0

6.0

9.0

12.0

15.0

18.0

0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30

Settlement(mm)

Load (Ton)

Ultimate Load= 24 Ton


12/15

si


13/15

Elapsed time (minute) Load (Ton) LoadPr (Ton) Settlement (mm) Load_1 (Ton) Settlement_1 (mm)

0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0

0 3.6 3.62 0.06 3.60 0.10 3.62 0.06 7.24 0.3

2 3.6 3.62 0.07 7.70 0.32 3.62 0.07 7.24 0.3

4 3.6 3.62 0.08 3.60 0.22 3.62 0.08 7.24 0.3

8 3.6 3.62 0.09 0.00 0.08 3.62 0.09 7.24 0.3

15 3.6 3.62 0.09 7.70 0.36 3.62 0.09 7.24 0.3

45 3.6 3.62 0.10 10.90 0.58 3.62 0.10 7.24 0.3

60 3.6 3.62 0.10 15.00 1.07 3.62 0.10 10.85 0.5

62 7.7 7.24 0.27 10.90 1.02 7.24 0.27 10.85 0.5

64 7.7 7.24 0.28 7.70 0.72 7.24 0.27 10.85 0.5

68 7.7 7.24 0.28 0.00 0.13 7.24 0.28 10.85 0.5

75 7.7 7.24 0.29 3.60 0.56 7.24 0.28 10.85 0.5

105 7.7 7.24 0.32 15.00 1.33 7.24 0.29 10.85 0.5

120 7.7 7.24 0.32 18.20 2.15 7.24 0.32 10.85 0.5

122 3.6 3.62 0.22 21.30 3.68 7.24 0.32 14.47 0.9

124 3.6 3.62 0.22 18.20 3.68 3.62 0.23 14.47 1.0128 3.6 3.62 0.22 15.00 3.58 3.62 0.22 14.47 1.0

135 3.6 3.62 0.22 7.70 2.97 3.62 0.22 14.47 1.0

140 3.6 3.62 0.22 0.00 1.96 3.62 0.22 14.47 1.0

142 0.0 0.00 0.06 7.70 2.74 3.62 0.22 14.47 1.0

144 0.0 0.00 0.06 15.00 4.03 3.62 0.22 14.47 1.0

148 0.0 0.00 0.06 21.30 5.39 0.00 0.06 10.85 1.0

155 0.0 0.00 0.06 25.50 7.81 0.00 0.06 10.85 1.0

185 0.0 0.00 0.08 28.70 17.36 0.00 0.06 10.85 1.0

200 0.0 0.00 0.08 25.50 17.23 0.00 0.06 10.85 1.0202 7.7 7.24 0.36 21.30 16.87 0.00 0.06 10.85 1.0

204 7.7 7.24 0.36 15.00 15.94 0.00 0.08 10.85 1.0

208 7.7 7.24 0.36 3.60 15.31 0.00 0.08 7.24 0.7

215 7.7 7.24 0.36 0.00 6.33 7.24 0.7

220 7.7 7.24 0.36 7.24 0.7

222 10.9 10.85 0.57 7.24 0.7

224 10.9 10.85 0.57 7.24 0.7

228 10.9 10.85 0.58 7.24 0.7

235 10.9 10.85 0.58 0.00 0.2

265 10.9 10.85 0.58 0.00 0.

280 10.9 10.85 0.58 0.00 0.

282 15.0 14.47 1.03 0.00 0.

284 15.0 14.47 1.04 0.00 0.

288 15.0 14.47 1.05 0.00 0.

295 15 0 14 47 1 06 0 00 0

STEP 1 STEP 2


14/15

PAD & CHIMNEY AXIAL TENSILE LOAD (IEC)

Project : 150 kV T/L Asahimas Menes

Location : Gardu induk (G.I.) Menes

Test No. : 1 (Pad & Chimney Uplift Load Test)

Elevation :

Date of test :

Type of Foundation : Pad and Chimney

Date of Installation :

Type of Hydraulick J : Enerpac CLSG 508

Area of piston (AP) : 11.81 in

Hydraulic Pump : Enerpac P-80

Manometer : Enerpac G4039 L kapasitas 0-10.000 Psi

Dial Gauge : Mitutoyo Analog Capacity 0 - 100 mm

Accuracy/Resolution : 0.01 mm

April 25, 2008

March 18, 2008

0

2

46

8

10

12

14

16

18

20

22

24

26

28

30

0 1000 2000 3000 4000

Load(Ton)

Elapsed time (min)

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0 1000 2000 3000 4000

Settlement(mm)

Elapsed time (min)

0.00

0.50

1.00

1.50

2.00

2.50

3.00

0 10 20 30 40

Settlement(mm)

Load (ton)

Ultimate Load > 30 Ton


15/15

0

1

2

3

4

5

6

7

8

9

10

0 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600

TestLoad

(kP

a)

Time of Duration (Minute)

GRAPH OF LOAD TEST CONCRETE BEAM STEP

Stage 1(170 kg/m2)

Stage 2 (340 kg/m2)

Stage 3 (510 kg/m2)

Stage 4 (680 kg/m2)

Stage 5 (850 kg/m2)

Pumping Stage/ Fill Water for Step 1





Removing all Water

Rebound Record

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