Perhitungan Komposisi Campuran AC-WC

Perhitungan Komposisi campuran AC-WC Sieve

% % abu % split screen batu lolos lolos lolos

10 % split

39 % screen

51 % abu batu

% Total

Speck

+2% (fuller)

1"

1 00

10 0

100

10

39

51

100

-

1 00

3/4 "

100

100

100

10

39

51

100

1 00

100

1/2 "

20.53

100

99.5

2 .0 5

39

50.75

91.80 90 - 100

93.80

3/8 "

4.60

93.42

99.5

0.46

36.4338

50.75

87.64 Max 90

89.64

4

0.17

39.97

94.94

0 .0 2

15.5883

48.42

64.02

-

66.02

8

0.17

12.49

65.23

0 .0 1 7

4.8711

33.27

38.16

28 - 58

40.16

16

0.17

5.5

40.28

0 .0 1 7

2.145

20.54

22.70

-

24.70

30

0.17

3.76

26.16

0.017

1.4664

13.34

14.83

-

16.83

50

0.17

3.01

17.44

0 .0 1 7

1.1739

8.894

10.09

-

12.09

200

0.09

1.03

3.28

0 .0 1

0.4017

1.673

Pb

2.08 4 smp 10

4 .0 8

= 0,035.CA 0,035.CA + 0,045.FA 0,045.FA + 0,18.FF + Konstanta Konstanta

= 2 .09 + = 5.5 % Ber Berat total otal ban banda uji uji = % Split

gr

1 .6 2 →

+ 0 .7 4 + 1 Ambil nilainya 4.5 , 5 , 5.5 , 6 , 6.5

1200 1200 %

gr

%

gr

9.35

112.2

9.3

111.6

9.25

11 1

36.465

437.6

36.27

435.24

3 6 .0 7 5

Abu batu 47.685

572.2

47.43

5 6 9 .1 6

4 7 .1 7 5

Screen

%

gr

9.2

%

gr

110.4

9 .1 5

109.8

432.9

35.88 430.56

35.685

428.2

5 6 6 .1

46.92 563.04

46.665

560

Aspal

4.5

54

5

60

5.5

66

6

72

6.5

78

Filler

2

24

2

24

2

24

2

24

2

24

Perhitungan : Untuk 4.5 % aspal 100 - 4.5 - 2 % Split

9.35

=

93.5

% Screen

36.465

% abu

47.685

Untuk 5 % aspal 100 - 5 - 2 % Split

=

93

=

92.5

=

92

=

91.5

9.3

% Screen

36.27

% abu

47.43

Untuk 6 % aspal 100 - 5.5 - 2 % Split

9.25

% Screen 36.075 % abu

47.175

Untuk 4.5 % aspal 100 - 6 - 2 % Split

9.2

% Screen

35.88

% abu

46.92

Untuk 6.5 % aspal 100 - 6.5 - 2 % Split

9.15

% Screen

35.685

% abu

46.665

CA FA FF K 59.84 36.08 4.08

Tinggi

Tgl

Angka

K.breiket Peng

a

Kolerasi

Kadar Aspal

Berat benda uji

Isi benda

Bj angrgt Agrt.

c

Cmpr

Krng

d

SSD

Dlm air

uji

Stabilitas

Bj cmpran Berat isi

VIM

b

e

f

g

h

k

i

0.81

4.5

2.343

1153.2

1160.2

584.7

575.5

2.22

2.00

8.73

A2

7.1

0.86

4.5

2.343

1114.7

1122.1

573.3

548.9

2.22

2.03

8.85

A3

7.2

4.5

2.343

1114.7

1147.3

593.3

554

2.22

2.01

8.77

Rata2

7.2

j

B1

6.83

0.89

B2

6.8

0.89

B3

6.815

Rata2

6.815

C1

6.83

C2

7.03

2.01557 2.343

1063.0

1070.5

555

VFA

FLOW B. alat

b

5

VMA

Max

7.3

A1

b

Rta2

1

515.5

2.20 2.06208

l

n

o

p

q

r

47.672

70

813.4

2.2

369.7272727

8.36489 17.2115 51.3994

73

509.58

2.7

188.7333333

9.20846 17.9736 48.7668

71

884.66

2.5

361.0857143

735.88

2.45

306.5154401

79

1106

3.1

356.7741935

9.58168 18.3108

9.05168 9.98

m

Hasil Bagi Marsall

Stlh korek

17.832

49.2794 71.3333

6.39516 16.3762 60.9484

5

2.343

1105.1

1111.2

575.9

535.3

2.20 2.06445

9.99

6.28739 16.2799 61.3794

77

1034.88

2.9

356.8551724

5

2.343

1151.4

1160.7

610.2

550.5

2.20 2.09155

10.12

5.05708 15.1808 66.6876

80

996.8

2.9

343.7241379

63.01

78.67

1045.89

2.97

352.45

0.89

5.5

2.343

1102.5

1110.3

585.6

524.7

2.19

11.2

4.05058

73.4179

83

1115.52

3.2

348.6

0.86

5.5

2.343

1116.2

1121.7

590.2

531.5

2.19 2.10009

11.18

4.10111 15.2826 73.1649

80

1075.2

3.1

346.8387097

5.5

2.343

1125.5

1132.4

599.8

532.6

2.19

11.25

3.50181 14.7532 76.2641

82

1102.08

3.30

333.9636364

1097.6

3.2

343.1341153

2.07269 2.1

2.11

5.91321 15.9456 15.238

C3

6.93

Rata2

6.93

D1

6.83

0.93

6

2.343

1116.0

1121.2

586.6

534.6

2.18 2.08754

12.13

4.10942 16.2345 74.6872

86

1155.84

3.5

330.24

D2

6.7

0.89

6

2.343

1105.9

1113.5

583.4

530.1

2.18 2.08621

12.12

4.1706

74.3946

85

1142.4

3.6

317.3333333

6

2.343

1127.1

1133.5

583.6

530.9

2.18

12.33

2.48073 14.8118 83.2516

85

2.10484

2.123

3.8845

D3

6.765

Rata2

6.765

E1

6.75

0.93

6.5

2.343

1109.5

1114.1

586.3

575.8

2.16 1.92688

E2

6.6

0.93

6.5

2.343

1090.8

1095.8

569.2

526.6

2.16 2.0714

E3

6.7

6.5

2.343

1179.5

1184.9

625.4

559.5

2.16 2.10813

13.27

Rata2

6.675

16.288

1142.4

3.4

336

3.58692 15.7781 77.4445 85.3333

1146.88

3.5

327.8577778

12.12

10.9678 23.0924 52.5048

85

1022.56

3.5

292.16

13.03

4.29034 17.3243 75.2352

85

1155.84

3.5

330.24

2.59318 15.8583 83.6478

86

1108.94

3.6

308.0388889

1095.78

3.53333

310.1462963

2.09892

2.03547

15.0913 74.2823 81.6667

5.95044 18.7583 70.4626 85.3333

Bj Agregat campuran

=

Bj. Bulk Split 1-2 x 10% =

0.261

Bj. Bulk Screen x 39 % =

0.959

Bj. Bulk Abu batu x 51 =

1.122 + 2.343

Bj campuran max (teoritis)

=

100 % agrgt

+

Bj.agrt Bj campuran max (teoritis)

i

=

A

=

2.22

B

=

2.20

C

=

2.19

D

=

2.18

E

=

2.16

dxk Bj.Aspal

VMA

=

100

- ((100-%aspal) x berat isi) BJ.Agregat

% aspal Bj.aspal