8/12/2019 Gradation Standard Cpac 3(Email)

1/30

-

-

RND

RND

Cum. Retained Passing Standard

% % ASTM C-33

3/8" (9.5 mm.) 0 100 100

#4(4.75 mm.) 0 100 95-100

#8 (2.36 mm.) 0 100 80-100

#16 (1.18 mm.) 5 95 50-85

#30 (0.6 mm.) 22.5 77.5 25-60

#50 (0.3 mm.) 60 40 10-30

#100 (0.15 mm.) 85 15 2-10

Pan 100 0 0

Jumlah 172.5

Fine Modulus (FM) = 172.5 = 1.73

100

SSA = 53,034(cm2/kg)

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Testing Location Lab. RnD - Plant Kebon Nanas

SAND CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

125 25

25 5.0

87.5 17.5

187.5 37.5

- 0

0 0.00

0 0.00

75 15

500 100

(VERY FINE)

0

20

40

60

80

100

120

0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5

%P

assing

Sieve Aperture (mm)

SAND Grading Curve

Reference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

2/30

-

-

RND

RND

Cum. Retained Passing Standard

% % ASTM C-33

3/8" (9.5 mm.) 0 100 100

#4(4.75 mm.) 0 100 95-100

#8 (2.36 mm.) 0 100 80-100

#16 (1.18 mm.) 16 84 50-85

#30 (0.6 mm.) 42 58 25-60

#50 (0.3 mm.) 70 30 10-30

#100 (0.15 mm.) 90 10 2-10

Pan 97 3.5 0

Jumlah 218

Fine Modulus (FM) = 218 = 2.18

100

SSA = 36,906(cm2/kg)

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Testing Location Lab. RnD - Plant Kebon Nanas

SAND CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

80 16.0

130 26.0

140 28.0

- 0

0 0.00

0 0.00

100 20

33 6.5

500 97

(FINE)

0

20

40

60

80

100

120

0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5

%P

assing

Sieve Aperture (mm)

SAND Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

3/30

-

-

RND

RND

Cum. Retained Passing Standard

% % ASTM C-33

3/8" (9.5 mm.) 0 100 100

#4(4.75 mm.) 2.5 97.5 95-100

#8 (2.36 mm.) 10 90 80-100

#16 (1.18 mm.) 32.5 67.5 50-85

#30 (0.6 mm.) 57.5 42.5 25-60

#50 (0.3 mm.) 80 20 10-30

#100 (0.15 mm.) 94 6 2-10

Pan 100 0 0

Jumlah 276.5

Fine Modulus (FM) = 276.5 = 2.77

100

SSA = 21,187(cm2/kg) (NORMAL)

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Retained Retained

(gram) %

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

70 14

30 6

500 100

112.5 22.5

125 25.0

112.5 22.5

- 0

12.5 2.50

37.5 7.50

Testing Location Lab. RnD - Plant Kebon Nanas

SAND CONDITION ANALYSIS

Sieve Aperture

0

20

40

60

80

100

120

0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5

%P

assing

Sieve Aperture (mm)

SAND Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

4/30

-

-

RND

RND

Cum. Retained Passing Standard

% % ASTM C-33

3/8" (9.5 mm.) 0 100 100

#4(4.75 mm.) 6 94 95-100

#8 (2.36 mm.) 20 80 80-100

#16 (1.18 mm.) 50 50 50-85

#30 (0.6 mm.) 75 25 25-60

#50 (0.3 mm.) 92 8 10-30

#100 (0.15 mm.) 98 2 2-10

Pan 100 0 0

Jumlah 341

Fine Modulus (FM) = 341 = 3.41

100

SSA = 14,395(cm2/kg) (COARSE)

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

Testing Location Lab. RnD - Plant Kebon Nanas

SAND CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

85 17.0

30 6

10 2

500 100

- 0

30 6.00

70 14.00

150 30.0125 25.0

0

20

40

60

80

100

120

0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5

%P

assing

Sieve Aperture (mm)

SAND Grading Curve

Reference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

5/30

-

-

RND

RND

Cum. Retained Passing Standard

% % ASTM C-33

3/8" (9.5 mm.) 0 100 100

#4(4.75 mm.) 8 92 95-100

#8 (2.36 mm.) 26 74 80-100

#16 (1.18 mm.) 55 45 50-85#30 (0.6 mm.) 80 20 25-60

#50 (0.3 mm.) 95 5 10-30

#100 (0.15 mm.) 100 0 2-10

Pan 100 0 0

Jumlah 364

Fine Modulus (FM) = 364 = 3.64

100

SSA = 12,587(cm2/kg) (VERY COARSE)

125 25.0

75 15.0

25 5

0 0

500 100

Type of Test Reguler / Assessment Checked by

Testing Location Lab. RnD - Plant Kebon Nanas

SAND CONDITION ANALYSIS

Sieve ApertureRetained

- 0

40 8.00

90 18.00

145 29.0

Retained

(gram) %

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Sent by - Tested by

0

20

40

60

80

100

120

0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5

%P

assing

Sieve Aperture (mm)

SAND Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

6/30

Nominal Size Average .

9.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

4.75 7.13 0.00

2.36 3.56 0.00

1.18 1.77 8.85

0.6 0.89 15.58

0.3 0.45 16.88

0.15 0.23 5.63

0.08 1.13

Total 0.48 1.1 1.4 2.59 2.64

No. Sieve Coarse Standard Fine Sample

0.075 0 0.00 0 0

0.15 2 6.00 10 15

0.3 10 20.00 30 40

0.6 25 42.50 60 77.5

1.18 50 67.50 85 95

2.36 80 90.00 100 100

4.75 95 97.50 100 100

9.5 100 100.00 100 100

SSA SAND VERY FINE (>53,000 )

SAND CONDITION ANALYSIS

Specific GravityAngularity Factor

8/12/2019 Gradation Standard Cpac 3(Email)

7/30

Nominal Size Average .

9.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

4.75 7.13 0.00

2.36 3.56 0.00

1.18 1.77 28.32

0.6 0.89 23.14

0.3 0.45 12.60

0.15 0.23 4.50

0.08 0.49

Total 0.69 1.1 1.4 2.59 2.64

No. Sieve Coarse Standard Fine Sample

0.075 0 0.00 0 0

0.15 2 6.00 10 10

0.3 10 20.00 30 28

0.6 25 42.50 60 58

1.18 50 67.50 85 83

2.36 80 90.00 100 100

4.75 95 97.50 100 100

9.5 100 100.00 100 100

SSA SAND FINE (36,900 - 53,000 )

SAND CONDITION ANALYSIS

Angularity Factor Specific Gravity

8/12/2019 Gradation Standard Cpac 3(Email)

8/30

Nominal Size Average .

9.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

4.75 7.13 17.81

2.36 3.56 26.66

1.18 1.77 39.83

0.6 0.89 22.25

0.3 0.45 10.13

0.15 0.23 3.15

0.08 0.45

Total 1.20 1.1 1.4 2.59 2.64

No. Sieve Coarse Standard Fine Sample

0.075 0 0.00 0 0

0.15 2 6.00 10 6

0.3 10 20.00 30 20

0.6 25 42.50 60 42.5

1.18 50 67.50 85 67.5

2.36 80 90.00 100 90

4.75 95 97.50 100 97.5

9.5 100 100.00 100 100

SSA SAND NORMAL (14,400 - 36,900 )

SAND CONDITION ANALYSIS

Angularity Factor Specific Gravity

8/12/2019 Gradation Standard Cpac 3(Email)

9/30

Nominal Size Average .

9.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

4.75 7.13 42.75

2.36 3.56 49.77

1.18 1.77 53.10

0.6 0.89 22.25

0.3 0.45 7.65

0.15 0.23 1.35

0.08 0.15

Total 1.77 1.1 1.4 2.59 2.64

No. Sieve Coarse Standard Fine Sample

0.075 0 0.00 0 0

0.15 2 6.00 10 2

0.3 10 20.00 30 8

0.6 25 42.50 60 25

1.18 50 67.50 85 50

2.36 80 90.00 100 80

4.75 95 97.50 100 94

9.5 100 100.00 100 100

SSA SAND COARSE (12,600 - 14,400 )

SAND CONDITION ANALYSIS

Angularity Factor Specific Gravity

8/12/2019 Gradation Standard Cpac 3(Email)

10/30

Nominal Size Average .

9.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

4.75 7.13 57.00

2.36 3.56 63.99

1.18 1.77 51.33

0.6 0.89 22.25

0.3 0.45 6.75

0.15 0.23 1.13

0.08 0.00

Total 2.02 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

0.075 0 0.00 0 0

0.15 2 6.00 10 0

0.3 10 20.00 30 5

0.6 25 42.50 60 20

1.18 50 67.50 85 45

2.36 80 90.00 100 74

4.75 95 97.50 100 92

9.5 100 100.00 100 100

SSA SAND VERY COARSE (

8/12/2019 Gradation Standard Cpac 3(Email)

11/30

-

-

RND

RND

Cum. Retained Passing Standard

% % ASTM C-33

3/8" (9.5 mm.) 0 100 100

#4(4.75 mm.) 6 94 95-100

#8 (2.36 mm.) 20 80 80-100

#16 (1.18 mm.) 50 50 50-85

#30 (0.6 mm.) 75 25 25-60

#50 (0.3 mm.) 92 8 10-30

#100 (0.15 mm.) 98 2 2-10

Pan 100 0 0

Jumlah 341

Fine Modulus (FM) = 341 = 3.41

100

SSA = 14,389(cm2/kg)

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

Testing Location Lab. RnD - Plant Kebon Nanas

MANUFACTURED SAND CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

- 0

30 6.00

500 100

70 14.00

150 30.0125 25.0

10 2

85 17.0

30 6

(COARSE)

0

20

40

60

80

100

120

0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5

%P

assing

Sieve Aperture (mm)

SAND Grading Curve

Reference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

0

20

40

60

80

100

120

0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5

%P

assing

Sieve Aperture (mm)

SAND Grading Curve

Reference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

12/30

-

-

RND

RND

Cum. Retained Passing Standard

% % ASTM C-33

3/8" (9.5 mm.) 0 100 100

#4(4.75 mm.) 8 92 95-100

#8 (2.36 mm.) 26 74 80-100

#16 (1.18 mm.) 56 44 50-85#30 (0.6 mm.) 80 20 25-60

#50 (0.3 mm.) 92 8 10-30

#100 (0.15 mm.) 97 3 2-10

Pan 100 0 0

Jumlah 359

Fine Modulus (FM) = 359 = 3.59

100

SSA = 12,596(cm2/kg)

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

Testing Location Lab. RnD - Plant Kebon Nanas

MANUFACTURED SAND CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

- 0

40 8.00

90 18.00

150 30.0120 24.0

(VERY COARSE)

60 12.0

25 5

500 100

15 3

0

0.2

0.4

0.6

0.8

1

1.2

1

%P

assing

Sieve Aperture (mm)

SAND Grading CurveReference ASTM C33-93

Series1

Series3

Series2

Series4

0

20

40

60

80

100

120

0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5

%P

assing

Sieve Aperture (mm)

SAND Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

13/30

Nominal Size Average .

9.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

4.75 7.13 42.75

2.36 3.56 49.77

1.18 1.77 53.10

0.6 0.89 22.25

0.3 0.45 7.65

0.15 0.23 1.35

0.075 0.11 0.23

Total 1.77 1.1 1.4 2.59 2.64

No. Sieve Coarse Standard Fine Sample

0.075 0 0.00 0 0

0.15 2 6.00 10 2

0.3 10 20.00 30 8

0.6 25 42.50 60 25

1.18 50 67.50 85 50

2.36 80 90.00 100 80

4.75 95 97.50 100 94

9.5 100 100.00 100 100

Angularity Factor Specific Gravity

MANUFACTURED SAND CONDITION ANALYSIS

SSA MANUFACTURED SAND COARSE (12,600 - 14,400 )

8/12/2019 Gradation Standard Cpac 3(Email)

14/30

Nominal Size Average .

9.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

4.75 7.13 57.00

2.36 3.56 63.99

1.18 1.77 53.10

0.6 0.89 21.36

0.3 0.45 5.40

0.15 0.23 1.13

0.075 0.11 0.34

Total 2.02 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

0.075 0 0.00 0 0

0.15 2 6.00 10 0

0.3 10 20.00 30 5

0.6 25 42.50 60 20

1.18 50 67.50 85 45

2.36 80 90.00 100 74

4.75 95 97.50 100 92

9.5 100 100.00 100 100

Angularity Factor Specific Gravity

SAND CONDITION ANALYSIS

SSA MANUFACTURED SAND VERY COARSE (

8/12/2019 Gradation Standard Cpac 3(Email)

15/30

-

-

RND

RND

ROCK3/8"- # 8

Cum. Retained Passing Standard

% % ASTM C-33

1" (37.5 mm) 0 100 -

1" (25 mm) 0 100 -

3/4" (19 mm) 0 100 -

1/2" (12.5 mm) 0 100 100

3/8" (9.5 mm) 0 100 85-100

#4(4.75 mm) 70 30 10-30

#8 (2.36 mm) 90 10 0-10

#16 (1.18 mm) 95 5 0-5

#30 (0.6 mm) 100 0 0

#50 (0.3 mm) 100 0 0

#100 (0.15 mm) 100 0 0

pan 100 0 0

Jumlah 555

Fine Modulus (FM) = 555 = 5.55

100

SSA = 5,506(cm2/kg)

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

0 0.0

350 70.0

100 20.0

25 5.0

0 0.0

0 0.0

0 0.0

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

- 0.0

Testing Location Lab. RnD - Plant Kebon Nanas

2.36/9.50 SPLIT CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

0 0.0

500 100

(FINE)

25 5.0

0 0.0

0 0.0

0

20

40

60

80

100

120

1 2 3 4 5 6

%P

assing

Sieve Aperture (mm)

4.75/12.5 Split Grading CurveReference ASTM C33-93

Series1

Series3

Series2

Series4

Series5

0

20

40

60

80

100

120

1.18 2.36 4.75 9.5 12.5

%P

assing

Sieve Aperture (mm)

2.36/9.50 Split Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

16/30

-

-

RND

RND

ROCK3/8"- # 8

Cum. Retained Passing Standard

% % ASTM C-33

1" (37.5 mm) 0 100 -

1" (25 mm) 0 100 -

3/4" (19 mm) 0 100 -

1/2" (12.5 mm) 0 100 100

3/8" (9.5 mm) 7.5 92.5 85-100

#4(4.75 mm) 80 20 10-30

#8 (2.36 mm) 95 5.0 0-10

#16 (1.18 mm) 97.5 2.5 0-5

#30 (0.6 mm) 100 0 0

#50 (0.3 mm) 100 0 0

#100 (0.15 mm) 100 0 0

pan 100 0 0

Jumlah 580

Fine Modulus (FM) = 580 = 5.80

100

SSA = 4,837(cm2/kg)

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

- 0.0

0 0.0

Testing Location Lab. RnD - Plant Kebon Nanas

2.36/9.50 SPLIT CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

363 72.5

75 15.0

13 2.5

0 0.0

0 0.0

38 7.5

0 0.0

500 100

(NORMAL)

13 2.5

0 0.0

0 0.0

0

20

40

60

80

100

120

1.18 2.36 4.75 9.5 12.5

%P

assing

Sieve Aperture (mm)

4.75/25.0 Split Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

17/30

-

-

RND

RND

ROCK3/8"- # 8

Cum. Retained Passing Standard

% % ASTM C-33

1" (37.5 mm) 0 100 -

1" (25 mm) 0 100 -

3/4" (19 mm) 0 100 -

1/2" (12.5 mm) 0 100 100

3/8" (9.5 mm) 15 85 85-100

#4(4.75 mm) 92 8 10-30

#8 (2.36 mm) 98 2 0-10

#16 (1.18 mm) 100 0 0-5

#30 (0.6 mm) 100 0 0

#50 (0.3 mm) 100 0 0

#100 (0.15 mm) 100 0 0

pan 100 0 0

Jumlah 605

Fine Modulus (FM) = 605 = 6.05

100

SSA = 4,299(cm2/kg)

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

- 0.0

0 0.0

Testing Location Lab. RnD - Plant Kebon Nanas

2.36/9.50 SPLIT CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

385 77.0

30 6.0

10 2.0

0 0.0

0 0.0

75 15.0

0 0.0

500 100

(COARSE)

0 0.0

0 0.0

0 0.0

0

20

40

60

80

100

120

1.18 2.36 4.75 9.5 12.5

%P

assing

Sieve Aperture (mm)

4.75/25.0 Split Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

18/30

Sieve Aperture .

37.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

25 31.25 0.00

19 22.00 0.00

12.5 15.75 0.00

9.5 11.00 0.00

4.75 7.13 498.75

2.36 3.56 71.10

1.18 5.90

Total 5.76 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

1.18 0 2.50 5 5

2.36 0 5.00 10 10

4.75 10 20.00 30 30

9.5 85 92.50 100 100

12.5 100 100.00 100 100

19 100 100.00 100 100

25 100 100.00 100 100

37.5 100 100.00 100 100

Angularity Factor Specific Gravity

2.36/9.50 SPLIT CONDITION ANALYSIS

SSA SCREENING 3/8" - #4 FINE (5,500 - 5,800 )

8/12/2019 Gradation Standard Cpac 3(Email)

19/30

Sieve Aperture .

37.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

25 31.25 0.00

19 22.00 0.00

12.5 15.75 0.00

9.5 11.00 82.50

4.75 7.13 516.56

2.36 3.56 53.33

1.18 2.95

Total 6.55 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

1.18 0 2.50 5 2.5

2.36 0 5.00 10 5

4.75 10 20.00 30 20

9.5 85 92.50 100 92.5

12.5 100 100.00 100 100

19 100 100.00 100 100

25 100 100.00 100 100

37.5 100 100.00 100 100

Angularity Factor Specific Gravity

2.36/9.50 SPLIT CONDITION ANALYSIS

SSA SCREENING 3/8" - #4 NORMAL (4,300 - 5,500 )

8/12/2019 Gradation Standard Cpac 3(Email)

20/30

Sieve Aperture .

37.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

25 31.25 0.00

19 22.00 0.00

12.5 15.75 0.00

9.5 11.00 165.00

4.75 7.13 548.63

2.36 3.56 21.33

1.18 2.36

Total 7.37 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

1.18 0 2.50 5 0

2.36 0 5.00 10 2

4.75 10 20.00 30 8

9.5 85 92.50 100 85

12.5 100 100.00 100 100

19 100 100.00 100 100

25 100 100.00 100 100

37.5 100 100.00 100 100

SSA SCREENING 3/8" - #4 COARSE (4,000 - 4,300 )

Angularity Factor Specific Gravity

2.36/9.50 SPLIT CONDITION ANALYSIS

8/12/2019 Gradation Standard Cpac 3(Email)

21/30

-

-

RND

RND

ROCK1"- # 4

Cum. Retained Passing Standard

% % ASTM C-33

1" (37.5 mm) 0 100 100

1" (25 mm) 0 100 95-100

3/4" (19 mm) 12 88 -

1/2" (12.5 mm) 32 68 25-60

3/8" (9.5 mm) 57 43 -

#4(4.75 mm) 87 13 0-10

#8 (2.36 mm) 92 8 0-5

#16 (1.18 mm) 98 2 0

#30 (0.6 mm) 100 0 0

#50 (0.3 mm) 100 0 0

#100 (0.15 mm) 100 0 0

pan 100 0 0

Jumlah 609

Fine Modulus (FM) = 609 = 6.09

100

SSA = 2,901(cm2/kg) (VERY FINE)

500 100

- 0.0

0 0.0

0 0.0

100 20.0

125 25.0

0 0.0

60 12.0

10 2.0

0 0.0

150 30.0

25 5.0

30 6.0

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

Testing Location Lab. RnD - Plant Kebon Nanas

4.75/25.0 SPLIT CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

0

10

20

30

40

50

60

70

80

90

100

1.18 2.36 4.75 9.5 12.5 19

%P

assing

Sieve Aperture (mm)

4.75/12.5 Split Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

0

20

40

60

80

100

120

1.18 2.36 4.75 9.5 12.5 19 25 37.5

%P

assing

Sieve Aperture (mm)

4.75/25.0 Split Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

22/30

-

-

RND

RND

ROCK1"- # 4

Cum. Retained Passing Standard

% % ASTM C-33

1" (37.5 mm) 0 100 100

1" (25 mm) 0 100 95-100

3/4" (19 mm) 18 82 -

1/2" (12.5 mm) 40 60 25-60

3/8" (9.5 mm) 65 35 -

#4(4.75 mm) 90 10 0-10

#8 (2.36 mm) 95 5 0-5

#16 (1.18 mm) 100 0 0

#30 (0.6 mm) 100 0 0

#50 (0.3 mm) 100 0 0

#100 (0.15 mm) 100 0 0

pan 100 0 0

Jumlah 625

Fine Modulus (FM) = 625 = 6.25

100

SSA = 2,600(cm2/kg)

0 0.0

500 100

90 18.0

0 0.0

(FINE)

(gram) %

25 5.0

25 5.0

Type of Test Reguler / Assessment Checked by

- 0.0

0 0.0

Testing Location Lab. RnD - Plant Kebon Nanas

4.75/25.0 SPLIT CONDITION ANALYSIS

Sieve ApertureRetained Retained

Sent by - Tested by

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

0 0.0

0 0.0

110 22.0

125 25.0

125 25.0

0

20

40

60

80

100

120

1.18 2.36 4.75 9.5 12.5 19 25 37.5

%P

assing

Sieve Aperture (mm)

4.75/25.0 Split Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

23/30

-

-

RND

RND

ROCK1"- # 4

Cum. Retained Passing Standard

% % ASTM C-33

1" (37.5 mm) 0 100 100

1" (25 mm) 2.5 97.5 95-100

3/4" (19 mm) 30 70 -

1/2" (12.5 mm) 57.5 42.5 25-60

3/8" (9.5 mm) 76.25 23.75 -

#4(4.75 mm) 95 5 0-10

#8 (2.36 mm) 97.5 2.5 0-5

#16 (1.18 mm) 100 0 0

#30 (0.6 mm) 100 0 0

#50 (0.3 mm) 100 0 0

#100 (0.15 mm) 100 0 0

pan 100 0 0

Jumlah 652.5

Fine Modulus (FM) = 652.5 = 6.53

100

SSA = 2,159(cm2/kg) (NORMAL)

0 0.0

0 0.0

0 0.0

500 100

94 18.8

94 18.8

13 2.5

13 2.5

0 0.0

- 0.0

13 2.5

138 27.5

138 27.5

Retained Retained

Sent by - Tested by

Type of Test Reguler / Assessment Checked by

Testing Location Lab. RnD - Plant Kebon Nanas

4.75/25.0 SPLIT CONDITION ANALYSIS

Sieve Aperture(gram) %

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

0

20

40

60

80

100

120

1.18 2.36 4.75 9.5 12.5 19 25 37.5

%P

assing

Sieve Aperture (mm)

4.75/25.0 Split Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

24/30

-

-

RND

RND

ROCK1"- # 4

Cum. Retained Passing Standard

% % ASTM C-33

1" (37.5 mm) 0 100 100

1" (25 mm) 5 95 95-100

3/4" (19 mm) 38 62 -

1/2" (12.5 mm) 72 28 25-60

3/8" (9.5 mm) 87 13 -

#4(4.75 mm) 98 2 0-10

#8 (2.36 mm) 100 0 0-5

#16 (1.18 mm) 100 0 0

#30 (0.6 mm) 100 0 0

#50 (0.3 mm) 100 0 0

#100 (0.15 mm) 100 0 0

pan 100 0 0

Jumlah 675

Fine Modulus (FM) = 675 = 6.75

100

SSA = 1,900(cm2/kg) (COARSE)

Checked by

0 0.0

0 0.0

0 0.0

500 100

75 15.0

55 11.0

10 2.0

0 0.0

0 0.0

- 0.0

25 5.0

165 33.0

170 34.0

Type of Test Reguler / Assessment

Testing Location Lab. RnD - Plant Kebon Nanas

4.75/25.0 SPLIT CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Sent by - Tested by

0

20

40

60

80

100

120

1.18 2.36 4.75 9.5 12.5 19 25 37.5

%P

assing

Sieve Aperture (mm)

4.75/25.0 Split Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

25/30

-

-

RND

RND

ROCK1"- # 4

Cum. Retained Passing Standard

% % ASTM C-33

1" (37.5 mm) 0 100 100

1" (25 mm) 12 88 95-100

3/4" (19 mm) 57 43 -

1/2" (12.5 mm) 91 9 25-60

3/8" (9.5 mm) 96 4 -

#4(4.75 mm) 100 0 0-10

#8 (2.36 mm) 100 0 0-5

#16 (1.18 mm) 100 0 0

#30 (0.6 mm) 100 0 0

#50 (0.3 mm) 100 0 0

#100 (0.15 mm) 100 0 0

pan 100 0 0

Jumlah 703

Fine Modulus (FM) = 703 = 7.03

100

SSA = 1,598(cm2/kg) (VERY COARSE)

Checked by

0 0.0

0 0.0

0 0.0

500 100

25 5.0

20 4.0

0 0.0

0 0.0

0 0.0

- 0.0

60 12.0

225 45.0

170 34.0

Type of Test Reguler / Assessment

Testing Location Lab. RnD - Plant Kebon Nanas

4.75/25.0 SPLIT CONDITION ANALYSIS

Sieve ApertureRetained Retained

(gram) %

Sample Number STANDARD Date Received

Sample Source STANDARD Date Tested

Sent by - Tested by

0

20

40

60

80

100

120

1.18 2.36 4.75 9.5 12.5 19 25 37.5

%P

assing

Sieve Aperture (mm)

4.75/25.0 Split Grading CurveReference ASTM C33-93

COARSE

STANDARD

FINE

SAMPLE

8/12/2019 Gradation Standard Cpac 3(Email)

26/30

Sieve Aperture .

37.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

25 31.25 0.00

19 22.00 264.00

12.5 15.75 315.00

9.5 11.00 275.00

4.75 7.13 213.75

2.36 3.56 17.78

1.18 7.08

Total 10.93 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

1.18 0 0.00 0 2

2.36 0 2.50 5 8

4.75 0 5.00 10 13

9.5 12.5 23.75 35 43

12.5 25 42.50 60 68

19 60 70.00 80 88

25 95 97.50 100 100

37.5 100 100.00 100 100

SSA SPLIT 1" - # 4 VERY FINE ( > 2,900 )

4.75/25.0 SPLIT CONDITION ANALYSIS

Angularity Factor Specific Gravity

8/12/2019 Gradation Standard Cpac 3(Email)

27/30

Sieve Aperture .

37.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

25 31.25 0.00

19 22.00 396.00

12.5 15.75 346.50

9.5 11.00 275.00

4.75 7.13 178.13

2.36 3.56 17.78

1.18 5.90

Total 12.19 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

1.18 0 0.00 0 0

2.36 0 2.50 5 6.25

4.75 0 5.00 10 12.5

9.5 12.5 23.75 35 40

12.5 25 42.50 60 70

19 60 70.00 80 85

25 95 97.50 100 100

37.5 100 100.00 100 100

SSA SPLIT 1" - # 4 FINE ( 2,600 - 2,900 )

4.75/25.0 SPLIT CONDITION ANALYSIS

Specific GravityAngularity Factor

8/12/2019 Gradation Standard Cpac 3(Email)

28/30

Sieve Aperture .

37.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

25 31.25 78.13

19 22.00 605.00

12.5 15.75 433.13

9.5 11.00 206.25

4.75 7.13 133.59

2.36 3.56 8.89

1.18 2.95

Total 14.68 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

1.18 0 0.00 0 0

2.36 0 2.50 5 2.5

4.75 0 5.00 10 5

9.5 12.5 23.75 35 23.75

12.5 25 42.50 60 42.5

19 60 70.00 80 70

25 95 97.50 100 97.5

37.5 100 100.00 100 100

SSA SPLIT 1" - # 4 NORMAL ( 1,900 - 2,600 )

4.75/25.0 SPLIT CONDITION ANALYSIS

Angularity Factor Specific Gravity

8/12/2019 Gradation Standard Cpac 3(Email)

29/30

Sieve Aperture .

37.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

25 31.25 156.25

19 22.00 726.00

12.5 15.75 535.50

9.5 11.00 165.00

4.75 7.13 78.38

2.36 3.56 7.11

1.18 0.00

Total 16.68 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

1.18 0 0.00 0 0

2.36 0 2.50 5 0

4.75 0 5.00 10 2

9.5 12.5 23.75 35 13

12.5 25 42.50 60 28

19 60 70.00 80 62

25 95 97.50 100 95

37.5 100 100.00 100 100

4.75/25.0 SPLIT CONDITION ANALYSIS

Angularity Factor Specific Gravity

SSA SPLIT 1" - # 4 COARSE ( 1,600 - 1,900 )

8/12/2019 Gradation Standard Cpac 3(Email)

30/30

Sieve Aperture .

37.5 0.00 0.00 Sand Crused Stone Sand Crused Stone

25 31.25 375.00

19 22.00 990.00

12.5 15.75 535.50

9.5 11.00 55.00

4.75 7.13 28.50

2.36 3.56 0.00

1.18 0.00

Total 19.84 1.1 1.4 2.59 2.65

No. Sieve Coarse Standard Fine Sample

1.18 0 0.00 0 0

2.36 0 2.50 5 0

4.75 0 5.00 10 0

9.5 12.5 23.75 35 4

12.5 25 42.50 60 9

19 60 70.00 80 43

25 95 97.50 100 88

37.5 100 100.00 100 100

4.75/25.0 SPLIT CONDITION ANALYSIS

Angularity Factor Specific Gravity

SSA SPLIT 1" - # 4 VERY COARSE ( < 1,600 )