Download - Fraksi Agregat

Ukuran Ayakan

% Berat Yang LolosLASTON (AC)

Gradasi Halus Gradasi Kasar(inch) (mm) AC-WC AC-BC AC-Base AC-WC AC-BC AC-Base

37,5 - - 100 - - 1001" 25 - 100 90 - 100 - 100 90 - 1003/4'' 19 100 90 - 100 73 - 90 100 90 - 100 73 - 901/2'' 12.5 90 - 100 74 – 90 61 - 79 90 - 100 71 - 90 55 - 763/8'' 9.5 72 - 90 64 – 82 47 - 67 72 - 90 58 - 80 45 - 66No.4 4.75 54 - 69 47 – 64 39,5 - 50 43 - 63 37 - 56 28 - 39,5No.8 2.36 39,1 - 53 34,6 - 49 30,8 - 37 28 - 39,1 23 - 34,6 19 - 26,8No.16 1.18 31,6 - 40 28,3 - 38 24,1 - 28 19 - 25,6 15 - 22,3 12 - 18,1No.30 0.6 23,1 - 30 20,7 - 28 17,6 - 22 13 - 19,1 10 - 16,7 7 - 13,6No.50 0.3 15,5 - 22 13,7 - 20 11,4 - 16 9 - 15,5 7 - 13,7 5 - 11,4No.100 0.15 4,5 - 9No.200 0.075

11/2''

9 - 15 4 – 13 4 - 10 6 – 13 5 - 11 4 - 10 4 – 8 3 - 6 4 - 10 4 - 8 3 - 7

KOMPOSISI AGRERAT

Ukuran Ayakan % Berat Yang Lolos Gradasi Halus GRADASI BATAS TENGAH

(inchi) (mm) AC-WC Saringan

37.5 - - - -

CA

3/4''

1" 25 - - - - 1/2''

3/4'' 19 100 100 100 100 3/8''

1/2'' 12.5 90 – 100 100 90 95 No.4

3/8'' 9.5 72 - 90 90 72 81 No.8

No.4 4.75 54 - 69 69 54 61.5 No.16

No.8 2.36 39,1 – 53 53 39.1 46.05

FA

No.30

No.16 1.18 31,6 – 40 40 31.6 35.8 No.50

No.30 0.6 23,1 – 30 30 23.1 26.55 No.100

No.50 0.3 15,5 – 22 22 15.5 18.75 No.200

No.100 0.15 15 9 12 Pan

No.200 0.075 10 4 7 Total

Pan 0 0 0 FF

Kadar Aspal Ditentukan dengan Cara Menghitung Nilai Pb

Pb = (0.035 x CA) + (0.045 x FA) + (0.18 x Filler) + K

= (0.035 x 53,95) + (0.045 x 39,05) + (0.18 x 7) + 0.75

= 5.66 %

dibulatkan menjadi 5.50 %

PERKIRAAN NILAI KADAR ASPALPB-1 PB-0,5 PB PB+0,5 PB+1

4.50% 5.00% 5.50% 6.0% 6.5%

Fraksi % TertahanBerat Jenis

BJ Terpakai [2] / [7]Bulk SSD Apparent

1 2 3 4 5 6 7 8

Kasar 53.95 2.6580 2.6628 2.6715 0.1900 2.6715 20.19

Halus 39.05 2.5885 2.6724 2.8256 3.2418 2.7070 14.43

Filler 7.00 3.1500 2.22

Total 36.84

Kadar Aspal[9] / [10] [11] + [12]

% Lolos Batas Atas

% Lolos Batas

Bawah

% Lolos Batas

Tengah

11/2''

9 - 15 4 - 10

JMF

% Penyerapan

BJ Aspal (gr/cm3)

∑[8] x {(100-[9])/1

00}

BJ Teori Max

(%)[9] / [10] [11] + [12]

100 / [13]

9 10 11 12 13 14

4.50 1.0238 4.40 35.18 39.58 2.5266

5.00 1.0238 4.88 35.00 39.88 2.5073

5.50 1.0238 5.37 34.82 40.19 2.4883

6.00 1.0238 5.86 34.63 40.49 2.4696

6.50 1.0238 6.35 34.45 40.80 2.4512

Diameter Benda Uji = 10.16 cm

Tinggi Benda Uji = 6.35 cm

Volume Benda Uji =

= = 514.8148

Perhitungan untuk Kadar Aspal 4.5 % :

Berat Total = Volume Benda Uji x BJ Teori Max x 0.96

= 514.8148 x 2.5266x 0.96 = 1248.7 gr

Berat Aspal = Kadar Aspal x Berat Total

= 4.5% x 1248,7 = 56.2 gr

Berat Agregat = Berat Total - Berat Aspal

= 1248,7-56,2 = 1192.5 gr

Catatan :

0.96 didapat dari : 100% - void = 100% - 4% = 96% = 0.96

Perhitungan Selanjutnya Ditabelkan.

Kadar Aspal Berat (gr)

% Total Aspal Agregat

4.5 1248.7 56.2 1192.5

5.0 1239.2 62.0 1177.2

5.5 1229.8 67.6 1162.1

6.0 1220.5 73.2 1147.3

6.5 1211.4 78.7 1132.7

JMF BATAS TENGAH

Saringan% % Kadar Aspal (%) Total

Lolos Tertahan 4.50 5.00 5.50 6.00 6.50 Agregat

19 100 0 0.00 0.00 0.00 0.00 0.00 0

12.5 95 5 59.62 58.86 58.11 57.37 56.63 290.59

9.5 81 14 166.95 164.81 162.70 160.62 158.58 813.66

4.75 61.5 19.5 232.53 229.55 226.62 223.72 220.88 1133.31

2.36 46.05 15.45 184.24 181.88 179.55 177.26 175.00 897.93

1.18 35.8 10.25 122.23 120.66 119.12 117.60 116.10 595.71

0.6 26.55 9.25 110.31 108.89 107.50 106.13 104.77 537.59

0.3 18.75 7.8 93.01 91.82 90.65 89.49 88.35 453.32

0.15 12 6.75 80.49 79.46 78.44 77.44 76.46 392.30

0.075 7 5 59.62 58.86 58.11 57.37 56.63 290.59

BJ Aspal (gr/cm3)

∑[8] x {(100-[9])/1

00}

¼ x π x d2 x t

¼ x π x (10.16)2 x (6.35) cm3

Pan 0 7 83.47 82.40 81.35 80.31 79.29 406.83

Berat Total Agregat (gr) 1192.5 1177.2 1162.1 1147.3 1132.7 5811.8

Berat Aspal (gr) 56.2 62.0 67.6 73.2 78.7 337.8

Berat Total Benda Uji (gr) 1248.7 1239.2 1229.8 1220.5 1211.4 6149.6

BJ Teori Max 2.5266 2.5073 2.4883 2.4696 2.4512 -

GRADASI BATAS TENGAH

Diameter % Lolos %Tertahan PB

19 100 0

12.5 95 5CA=

9.5 81 14

4.75 61.5 19.5 53.95

2.36 46.05 15.45

1.18 35.8 10.25

0.6 26.55 9.25FA=

0.3 18.75 7.8

0.15 12 6.75 39.05

0.075 7 5

- 0 7 7

100

Perhitungan untuk Kadar Aspal 5,0 % : Perhitungan untuk Kadar Aspal 5,5 % :

Berat Total = Volume Benda Uji x BJ Teori Max x 0.96 Berat Total =

= 514.8148 x 2.5073x 0.96 = 1239.2 gr =

Berat Aspal = Kadar Aspal x Berat Total Berat Aspal =

= = 62.0 gr =

Berat Agrega = Berat Total - Berat Aspal Berat Agreg =

= = 1177.2 gr =

Perhitungan untuk Kadar Aspal 6,0 % : Perhitungan untuk Kadar Aspal 6,0 % :


= 514.8148 x 2.5073x 0.96 = 1220.5 gr =


= = 73.2 gr =

Berat Agrega = Berat Total - Berat Aspal Berat Agreg =

= = 1147.3 gr =

JMF BATAS TENGAH

Total

3 Benda Uji

0.0

871.8

2441.0

3399.9

2693.8

1787.1

1612.8

1360.0

1176.9

871.8

1220.5

17435.5

1013.3

18448.8

-

Perhitungan untuk Kadar Aspal 5,5 % :

Volume Benda Uji x BJ Teori Max x 0.96

514.8148 x 2.5073x 0.9 = 1229.8 gr

Kadar Aspal x Berat Total

= 67.6 gr

Berat Total - Berat Aspal

= 1162.1 gr

Perhitungan untuk Kadar Aspal 6,0 % :


514.8148 x 2.5073x 0.9 = 1211.4 gr


= 78.7 gr


= 1132.7 gr

KOMPOSISI AGRERAT

Ukuran Ayakan % Berat Yang Lolos Gradasi Halus GRADASI BATAS BAWAH

(inchi) (mm) AC-WC Saringan Diameter

37.5 - - - -

CA

3/4'' 19

1" 25 - - - - 1/2'' 12.5

3/4'' 19 100 100 100 100 3/8'' 9.5

1/2'' 12.5 90 – 100 100 90 95 No.4 4.75

3/8'' 9.5 72 - 90 90 72 81 No.8 2.36

No.4 4.75 54 - 69 69 54 61.5 No.16 1.18

No.8 2.36 39,1 – 53 53 39.1 46.05 No.30 0.6

No.16 1.18 31,6 – 40 40 31.6 35.8

FA

No.50 0.3

No.30 0.6 23,1 – 30 30 23.1 26.55 No.100 0.15

No.50 0.3 15,5 – 22 22 15.5 18.75 No.200 0.075

No.100 0.15 15 9 12 Pan -

No.200 0.075 10 4 7 Total

Pan 0 0 0 FF


Pb = (0.035 x CA) + (0.045 x FA) + (0.18 x Filler) + K

= (0.035 x 60,9) + (0.045 x 35,1) + (0.18 x 4) + 0.75

= 5.18 %



4.00% 4.50% 5.00% 5.5% 6.0%



1 2 3 4 5 6 7 8

Kasar 60.90 2.6092 2.6155 2.6256 0.2400 2.6256 23.19

Halus 35.10 2.6366 2.6687 2.7239 1.2146 2.7239 12.89

Filler 4.00 3.1500 1.27

Total 37.35

% Lolos Batas Atas

% Lolos Batas

Bawah

% Lolos Batas

Tengah

11/2''

9 - 15 4 - 10

JMF

% Penyerapan

Kadar Aspal[9] / [10] [11] + [12]

(%) 100 / [13]

9 10 11 12 13 14

4.0 1.0127 3.95 35.86 39.81 2.5122

4.5 1.0127 4.44 35.67 40.11 2.4929

5.0 1.0127 4.94 35.48 40.42 2.4740

5.5 1.0127 5.43 35.30 40.73 2.4554

6.0 1.0127 5.92 35.11 41.03 2.4370



Volume Benda Uji =

= = 514.8148

Perhitungan untuk Kadar Aspal 4 % : Perhitungan untuk Kadar Aspal 4.5 % :

Berat Total = Volume Benda Uji x BJ Teori Max x 0.96 Berat Total = Volume Benda Uji x BJ Teori Max x 0.96

= 514.8148 x 2.5122x 0.9 = 1241.6 gr = 514.8148 x 2.4929x 0.9

Berat Aspal = Kadar Aspal x Berat Total Berat Aspal = Kadar Aspal x Berat Total

= 4.0% x 1241,6 = 49.7 gr = 4.5% x 1232,1

Berat Agregat = Berat Total - Berat Aspal Berat Agreg = Berat Total - Berat Aspal

= 1241.6-49.7 = 1191.9 gr = 1232.1-55.4

Catatan :

0.96 didapat dari : 100% - void = 100% - 4% = 96% = 0.96 Perhitungan untuk Kadar Aspal 5.5 % :

Berat Total = Volume Benda Uji x BJ Teori Max x 0.96

Perhitungan Selanjutnya Ditabelkan. = 514.8148 x 2.4554x 0.9

Kadar Aspal Berat (gr) Berat Aspal = Kadar Aspal x Berat Total

% Total Aspal Agregat = 5.5% x 1213.5

4.0 1241.6 49.7 1191.9 Berat Agreg = Berat Total - Berat Aspal

4.5 1232.1 55.4 1176.6 = 1213.5-66.7

5.0 1222.7 61.1 1161.6

5.5 1213.5 66.7 1146.8

6.0 1204.4 72.3 1132.2

JMF BATAS BAWAH

Saringan% % Kadar Aspal (%) Total Total

Lolos Tertahan 4.00 4.50 5.00 5.50 6.00 Agregat 3 Benda Uji

19 100 0 0.00 0.00 0.00 0.00 0.00 0 0.0

12.5 90 10 119.19 117.66 116.16 114.68 113.22 580.90 1742.7

9.5 72 18 214.54 211.79 209.08 206.42 203.79 1045.62 3136.9

4.75 54 18 214.54 211.79 209.08 206.42 203.79 1045.62 3136.9

BJ Aspal (gr/cm3)

∑[8] x {(100-[9])/1

00}

BJ Teori Max

¼ x π x d2 x t

¼ x π x (10.16)2 x (6.35) cm3

2.36 39.1 14.9 177.59 175.32 173.07 170.87 168.69 865.54 2596.6

1.18 31.6 7.5 89.39 88.25 87.12 86.01 84.91 435.68 1307.0

0.6 23.1 8.5 101.31 100.01 98.73 97.47 96.23 493.77 1481.3

0.3 15.5 7.6 90.58 89.42 88.28 87.15 86.04 441.48 1324.5

0.15 9 6.5 77.47 76.48 75.50 74.54 73.59 377.59 1132.8

0.075 4 5 59.60 58.83 58.08 57.34 56.61 290.45 871.4

Pan 0 4 47.68 47.06 46.46 45.87 45.29 232.36 697.1

Berat Total Agregat (gr) 1191.9 1176.6 1161.6 1146.8 1132.2 5809.0 17427.0

Berat Aspal (gr) 49.7 55.4 61.1 66.7 72.3 305.2 915.7

Berat Total Benda Uji (gr) 1241.6 1232.1 1222.7 1213.5 1204.4 6114.3 18342.8

BJ Teori Max 2.5122 2.4929 2.4740 2.4554 2.4370 - -

GRADASI BATAS BAWAH

% Lolos %Tertahan PB (%)

100 0

90 10CA=

72 18

54 18 60.9

39.1 14.9

31.6 7.5

23.1 8.5FA=

15.5 7.6

9 6.5 35.1

4 5

0 4 4

100

Perhitungan untuk Kadar Aspal 4.5 % : Perhitungan untuk Kadar Aspal 5 % :

Volume Benda Uji x BJ Teori Max x 0.96 Berat Total = Volume Benda Uji x BJ Teori Max x 0.96

514.8148 x 2.4929x 0.9 = 1232.1 gr = 514.8148 x 2.4740x 0.9 = 1222.7

Kadar Aspal x Berat Total Berat Aspal = Kadar Aspal x Berat Total

4.5% x 1232,1 = 55.4 gr = 5% x 1222.7 = 61.1

Berat Total - Berat Aspal Berat Agreg = Berat Total - Berat Aspal

1232.1-55.4 = 1176.6 gr = 1222.7-61.1 = 1161.6

Perhitungan untuk Kadar Aspal 5.5 % : Perhitungan untuk Kadar Aspal 6 % :


514.8148 x 2.4554x 0.9 = 1213.5 gr = 514.8148 x 2.4370x 0.9 = 1204.4


5.5% x 1213.5 = 66.7 gr = 6% x 1204.4 = 72.3


1213.5-66.7 = 1146.8 gr = 1204.4-72.3 = 1132.2

gr

gr

gr

gr

gr

gr

KOMPOSISI AGRERAT

Ukuran Ayakan % Berat Yang Lolos Gradasi Halus

(inchi) (mm) AC-WC

37.5 - - - -

CA

1" 25 - - - -3/4'' 19 100 100 100 1001/2'' 12.5 90 – 100 100 90 953/8'' 9.5 72 - 90 90 72 81No.4 4.75 54 - 69 69 54 61.5No.8 2.36 39,1 – 53 53 39.1 46.05

No.16 1.18 31,6 – 40 40 31.6 35.8

FANo.30 0.6 23,1 – 30 30 23.1 26.55No.50 0.3 15,5 – 22 22 15.5 18.75No.100 0.15 15 9 12No.200 0.075 10 4 7

Pan 0 0 0 FF


Pb = (0.035 xCA ) + (0.045 x FA) + (0.18 x Filler) + K

= (0.035 x 47) + (0.045 x 43) + (0.18 x 10) + 0.75

= 6.13 %



5.00% 5.50% 6.00% 6.5% 7.0%



1 2 3 4 5 6 7 8

Kasar 47.00 2.6558 2.6785 2.7159 0.8335 2.7159 17.31

Halus 43.00 2.5986 2.6641 2.7807 2.5199 2.6897 15.99

Filler 10.00 3.1500 3.17

Total 36.47

Kadar Aspal[9] / [10] [11] + [12]

(%) 100 / [13]

% Lolos Batas Atas

% Lolos Batas

Bawah

% Lolos Batas

Tengah

11/2''

9 - 15 4 - 10

% Penyerapan

BJ Aspal (gr/cm3)

∑[8] x {(100-[9])/100}

BJ Teori Max

9 10 11 12 13 14

5.0 1.0387 4.81 34.64 39.46 2.5344

5.5 1.0387 5.30 34.46 39.76 2.5153

6.0 1.0387 5.78 34.28 40.06 2.4965

6.5 1.0387 6.26 34.10 40.35 2.4780

7.0 1.0387 6.74 33.91 40.65 2.4598



Volume Benda Uji =

= = 514.8148

Perhitungan untuk Kadar Aspal 5 % : Perhitungan untuk Kadar Aspal 5,5 % :


= 514.8148 x 2.5344x 0.96 = 1252.5 gr =


= 5% x 1252.5 = 62.6 gr =

Berat Agregat = Berat Total - Berat Aspal Berat Agregat =

= 1252.5-62.6 = 1189.9 gr =

Catatan :

0.96 didapat dari : 100% - void = 100% - 4% = 96% = 0.96 Perhitungan untuk Kadar Aspal 6.5 % :

Berat Total =

Perhitungan Selanjutnya Ditabelkan. =

Kadar Aspal Berat (gr) Berat Aspal =

% Total Aspal Agregat =

5.0 1252.5 62.6 1189.9 Berat Agregat =

5.5 1243.1 68.4 1174.7 =

6.0 1233.8 74.0 1159.8

6.5 1224.7 79.6 1145.1

7.0 1215.7 85.1 1130.6

JMF BATAS ATAS

Saringan% % Kadar Aspal (%) Total

Lolos Tertahan 5.00 5.50 6.00 6.50 7.00 Agregat

19 100 0 0.00 0.00 0.00 0.00 0.00 0

12.5 100 0 0.00 0.00 0.00 0.00 0.00 0.00

9.5 90 10 118.99 117.47 115.98 114.51 113.06 580.01

4.75 69 21 249.88 246.70 243.56 240.47 237.42 1218.03

2.36 53 16 190.39 187.96 185.57 183.21 180.89 928.02

1.18 40 13 154.69 152.72 150.77 148.86 146.98 754.02

0.6 30 10 118.99 117.47 115.98 114.51 113.06 580.01

0.3 22 8 95.19 93.98 92.78 91.61 90.45 464.01

0.15 15 7 83.29 82.23 81.19 80.16 79.14 406.01

0.075 10 5 59.50 58.74 57.99 57.25 56.53 290.01

Pan 0 10 118.99 117.47 115.98 114.51 113.06 580.01

¼ x π x d2 x t

¼ x π x (10.16)2 x (6.35) cm3

Berat Total Agregat (gr) 1189.9 1174.7 1159.8 1145.1 1130.6 5800.1

Berat Aspal (gr) 62.6 68.4 74.0 79.6 85.1 369.7

Berat Total Benda Uji (gr) 1252.5 1243.1 1233.8 1224.7 1215.7 6169.9

BJ Teori Max 2.5344 2.5153 2.4965 2.4780 2.4598 -

Saringan Diameter % Lolos %Tertahan PB (%)

3/4'' 19 100 0

1/2'' 12.5 100 0

3/8'' 9.5 90 10

No.4 4.75 69 21 47

No.8 2.36 53 16

No.16 1.18 40 13

No.30 0.6 30 10FA=

No.50 0.3 22 8

No.100 0.15 15 7 43

No.200 0.075 10 5

Pan - 0 10 10

Total 100

Perhitungan untuk Kadar Aspal 5,5 % : Perhitungan untuk Kadar Aspal 6% :


514.8148 x 2.5153x 0.96 = 1243.1 gr = 514.8148 x 2.4965x 0.9


5%.x1243.1 = 68.4 gr = 6%x1233.8


1258.8-68.4 = 1174.7 gr = 1233.8x74.0

Perhitungan untuk Kadar Aspal 6.5 % : Perhitungan untuk Kadar Aspal 7% :


514.8148 x 2.4780x 0.96 = 1224.7 gr = 514.8148 x 2.4598x 0.9


6.5% x 1224.7 = 79.6 gr = 7% x 1215.7


1224.7-79.6 = 1145.1 gr = 1215.7.-85.1

JMF BATAS ATAS

Total

3 Benda Uji

0.0

0.0

1740.0

3654.1

2784.1

2262.1

1740.0

1392.0

1218.0

870.0

1740.0

17400.4

1109.2

18509.6

-


= 1233.8 gr


= 74.0 gr


= 1159.8 gr


= 1215.7 gr


= 85.1 gr


= 1130.6 gr