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LAMPIRAN 7

Hasil Pengujian Bobot Isi dan Penyerapan Ai Bata Interlock Ringan 1. Variasi 1 (KK10KG2,5)

Pengujian Satuan Notasi

Sampel Variasi Komposisi 1 KK10KG2,5

1A

KK10KG2,5 1B

KK10KG2,5 1C

KK10KG2,5 1D Berat awal gram BA 3542,300 3632,400 3639,000 3477,900 Berat kering

oven gram Bβ‚–β‚’ 3399,400 3456,900 3470,000 3357,900

Dimensi benda uji:

- Panjang mm p 150,500 149,400 150,200 149,900

- Lebar mm l 153,000 153,400 154,000 151,500

- Tebal mm t 151,500 152,000 151,500 153,600

Volume

benda uji m3 V 0,0035 0,0035 0,0035 0,0035

Berat jenuh

air gram 3970,100 4015,900 4032,100 3923,2000

Bobot isi

nominal kg/m3 BI = 1015,417 1042,735 1038,433 997,0378 Bobot isi

kering oven kg/m3 BIO = 974,454 992,355 990,207 962,636 Bobot isi

jenuh air kg/m3 BIA = 1138,048 1152,824 1150,609 1124,695 Penyerapan

air % vol 16,359% 16,047% 16,040% 16,206%

Rata-Rata Penyerapan Air

(%) 16,163

Bobot Isi Nominal Benda Uji 1A 𝐡𝐼 =BA

𝑉 = 3542,3 X 10Β―Β³

0,0035 = 1015,417 kg/m3 Benda Uji 1B

𝐡𝐼 =BA

𝑉 = 3632,4 X 10Β―Β³

0,0035 = 1042,735 kg/m3

Benda Uji 1C 𝐡𝐼 =BA

𝑉 = 3639,0 X 10Β―Β³

0,0035 = 1038,433 kg/m3 Benda Uji 1D

𝐡𝐼 =BA

𝑉 = 3477,9 X 10Β―Β³

0,0035 = 997,037 kg/m3

Bobot Isi Kering Oven Benda Uji 1A 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3399,4 X 10Β―Β³

0,0035 = 974,455 kg/m3 Benda Uji 1B

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3456,9 X 10Β―Β³

0,0035 = 992,355 kg/m3 Benda Uji 1C

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3470,0 X 10Β―Β³

0,0035 = 990,207 kg/m3 Benda Uji 1D

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3357,9 X 10Β―Β³

0,0035 = 962,636 kg/m3

Bobot Isi Jenuh Air Benda Uji 1A 𝐡𝐼𝐴 =Bssd

𝑉 = 3970,1 X 10Β―Β³

0,0035 = 1138,048 kg/m3

Benda Uji 1B 𝐡𝐼𝐴 =Bssd

𝑉 = 4015,9 X 10Β―Β³

0,0035 = 1152,824 kg/m3 Benda Uji 1C

𝐡𝐼𝐴 =Bssd

𝑉 = 4032,1 X 10Β―Β³

0,0035 = 1150,609 kg/m3 Benda Uji 1D

𝐡𝐼𝐴 =Bssd

𝑉 = 3923,2 X 10Β―Β³

0,0035 = 1124,695 kg/m3 Penyerapan Air

Benda Uji 1A

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1138,0488 βˆ’ 974,4548

1000 𝑋 100%

= 16,359%

Benda Uji 1B

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1152,8249 βˆ’ 992,3555

1000 𝑋 100%

= 16,047%

Benda Uji 1C

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1150,6096 βˆ’ 990,2074

1000 𝑋 100%

= 16,040%

Benda Uji 1D

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1124,6955 βˆ’ 962,6364

1000 𝑋 100%

= 16,206%

2. Variasi 2 (KK5KG5) Pengujian Satuan Notasi

Sampel Variasi Komposisi 2 KK5KG5

2A

KK5KG5 2B

KK5KG5 2C

KK5KG5 2D Berat awal gram BA 3574,100 3636,200 3653,200 3510,100 Berat kering

oven gram Bβ‚–β‚’ 3486,1000 3533,7000 3550,2000 3421,3000 Dimensi benda uji:

- Panjang mm p 151,450 150,750 149,400 148,800 - Lebar mm l 152,450 153,500 153,000 153,000 - Tebal mm t 152,000 151,600 151,350 151,000 Volume

benda uji m3 V 0,0035 0,0035 0,0035 0,0034

Berat jenuh

air gram 4036,500 4070,700 4080,800 3960,100

Bobot isi

nominal kg/m3 BI = 1018,418 1036,532 1055,963 1021,052 Bobot isi

kering oven kg/m3 BIO = 993,343 1007,313 1026,191 995,221 Bobot isi

jenuh air kg/m3 BIA = 1150,177 1160,390 1179,562 1151,953 Penyerapan

air % vol 15,683% 15,308% 15,337% 15,673%

Rata-Rata Penyerapan Air (%) 15,500

Bobot Isi Nominal Benda Uji 2A 𝐡𝐼 =BA

𝑉 = 3574,1 X 10Β―Β³

0,0035 = 1018,418 kg/m3

Benda Uji 2B 𝐡𝐼 =BA

𝑉 = 3636,2 X 10Β―Β³

0,0035 = 1036,532 kg/m3 Benda Uji 2C

𝐡𝐼 =BA

𝑉 = 3653,2 X 10Β―Β³

0,0035 = 1055,963 kg/m3 Benda Uji 2D

𝐡𝐼 =BA

𝑉 = 3510,1 X 10Β―Β³

0,0035 = 1021,052 kg/m3 Bobot Isi Kering Oven

Benda Uji 2A 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3486,1X 10Β―Β³

0,0035 = 993,343 kg/m3 Benda Uji 2B

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3533,7X 10Β―Β³

0,0035 = 1007,313 kg/m3 Benda Uji 2C

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3550,2 X 10Β―Β³

0,0035 = 1026,191 kg/m3 Benda Uji 2D

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3421,3 X 10Β―Β³

0,0035 = 995,221kg/m3 Bobot Isi Jenuh Air

Benda Uji 2A 𝐡𝐼𝐴 =Bssd

𝑉 = 4036,5 X 10Β―Β³

0,0035 = 1150,177 kg/m3

Benda Uji 2B 𝐡𝐼𝐴 =Bssd

𝑉 = 4070,7 X 10Β―Β³

0,0035 = 1160,390 kg/m3 Benda Uji 2C

𝐡𝐼𝐴 =Bssd

𝑉 = 4080,8 X 10Β―Β³

0,0035 = 1179,562 kg/m3 Benda Uji 2D

𝐡𝐼𝐴 =Bssd

𝑉 = 3960,1 X 10Β―Β³

0,0035 = 1151,953 kg/m3 Penyerapan Air

Benda Uji 2A

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1150,1770 βˆ’ 993,3437

1000 𝑋 100%

= 16,359%

Benda Uji 2B

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1160,3906 βˆ’ 1007,3138

1000 𝑋 100%

= 16,047%

Benda Uji 2C

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1179,5622 βˆ’ 1026,1914

1000 𝑋 100%

= 16,040%

Benda Uji 2D

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1151,9532 βˆ’ 995,2217

1000 𝑋 100%

= 16,206%

3. Variasi 3 (KK10KG5) Pengujian Satuan Notasi

Sampel Variasi Komposisi 3 KK10KG5

3A

KK10KG5 3B

KK10KG5 3C

KK10KG5 3D Berat awal gram BA 3419,500 3608,800 3609,300 3558,800 Berat kering

oven gram Bβ‚–β‚’ 3319,00 3458,300 3476,800 3467,800 Dimensi benda uji:

- Panjang mm p 150,500 153,000 150,000 154,000 - Lebar mm l 153,000 153,000 153,000 154,000 - Tebal mm t 152,000 152,000 152,000 152,800 Volume

benda uji m3 V 0,0035 0,0036 0,0035 0,0036

Berat jenuh

air gram 3864,900 4015,700 4023,400 4035,400

Bobot isi

nominal kg/m3 BI = 976,992 1014,229 1034,657 982,061 Bobot isi

kering oven kg/m3 BIO = 948,278 971,932 996,674 956,950 Bobot isi

jenuh air kg/m3 BIA = 1104,248 1128,586 1153,365 1113,581 Penyerapan

air % vol 15,597% 15,665% 15,669% 15,663%

Rata-Rata Penyerapan Air

(%) 15,649

Bobot Isi Nominal Benda Uji 3A 𝐡𝐼 =BA

𝑉 = 3419,50 X 10Β―Β³

0,0035 = 976,992 kg/m3

Benda Uji 3B 𝐡𝐼 =BA

𝑉 = 3608,8 X 10Β―Β³

0,0036 = 1014,229 kg/m3 Benda Uji 3C

𝐡𝐼 =BA

𝑉 = 3609,3 X 10Β―Β³

0,0035 = 1034,657 kg/m3 Benda Uji 3D

𝐡𝐼 =BA

𝑉 = 3558,8 X 10Β―Β³

0,0036 = 982,061 kg/m3

Bobot Isi Kering Oven Benda Uji 3A 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3319,0 X 10Β―Β³

0,0035 = 948,278 kg/m3 Benda Uji 3B

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3458,3 X 10Β―Β³

0,0036 = 971,932 kg/m3 Benda Uji 3C

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3476,8 X 10Β―Β³

0,0035 = 996,674 kg/m3 Benda Uji 3D

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3467,8 X 10Β―Β³

0,0036 = 956,950 kg/m3

Bobot Isi Jenuh Air Benda Uji 3A 𝐡𝐼𝐴 =Bssd

𝑉 = 3864,90 X 10Β―Β³

0,0035 = 1104,248 kg/m3 Benda Uji 3B

𝐡𝐼𝐴 =Bssd

𝑉 = 4015,70 X 10Β―Β³

0,0036 = 1128,586 kg/m3 Benda Uji 3C

𝐡𝐼𝐴 =Bssd

𝑉 = 4023,40 X 10Β―Β³

0,0035 = 1153,365 kg/m3 Benda Uji 3D

𝐡𝐼𝐴 =Bssd

𝑉 = 4035,40 X 10Β―Β³

0,0036 = 1113,581 kg/m3 Penyerapan Air

Benda Uji 3A

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1104,2483 βˆ’ 948,2781

1000 𝑋 100%

= 15,597%

Benda Uji 3B

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100% = 1128,5864 βˆ’ 971,9327

1000 𝑋 100%

= 15,665%

Benda Uji 3C

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1153,3654 βˆ’ 996,6747

1000 𝑋 100%

= 15,669%

Benda Uji 3D

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1113,5810 βˆ’ 956,9500

1000 𝑋 100%

= 15,663%

4. Variasi 4 (KK5KG2,5) Pengujian Satuan Notasi

Sampel Variasi Komposisi 4 KK5KG2,5

4A

KK5KG2,5 4B

KK5KG2,5 4C

KK5KG2,5 4D Berat awal gram BA 3654,400 3623,500 3633,900 3584,600 Berat kering

oven gram Bβ‚–β‚’ 3597,600 3573,500 3565,900 3539,600 Dimensi benda uji:

- Panjang mm p 150,000 148,900 150,000 149,000 - Lebar mm l 151,000 150,000 153,000 151,000 - Tebal mm t 150,000 151,000 151,500 149,500 Volume

benda uji m3 V 0,0034 0,0034 0,0035 0,0034

Berat jenuh

air gram 4085,300 4055,900 4062,600 4023,400

Bobot isi

nominal kg/m3 BI = 1075,614 1074,398 1045,147 1065,703 Bobot isi

kering oven kg/m3 BIO = 1058,896 1059,573 1025,590 1052,324 Bobot isi

jenuh air kg/m3 BIA = 1202,443 1202,608 1168,446 1196,158 Penyerapan

air % vol 14,355% 14,304% 14,286% 14,383%

Rata-Rata Penyerapan Air

(%) 14,332

Bobot Isi Nominal

Benda Uji 4A 𝐡𝐼 =BA

𝑉 = 3654,4 X 10Β―Β³

0,0034 = 1075,614 kg/m3 Benda Uji 4B

𝐡𝐼 =BA

𝑉 = 3623,5 X 10Β―Β³

0,0034 = 1074,398 kg/m3 Benda Uji 4C

𝐡𝐼 =BA

𝑉 = 3633,9 X 10Β―Β³

0,0035 = 1045,147 kg/m3 Benda Uji 4D

𝐡𝐼 =BA

𝑉 = 3584,6 X 10Β―Β³

0,0034 = 1065,703 kg/m3

Bobot Isi Kering Oven Benda Uji 4A 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3597,6 X 10Β―Β³

0,0034 = 1058,896 kg/m3 Benda Uji 4B

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3573,5 X 10Β―Β³

0,0034 = 1059,573 kg/m3 Benda Uji 4C

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3565,9 X 10Β―Β³

0,0035 = 1025,590 kg/m3 Benda Uji 4D

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3539,6 X 10Β―Β³

0,0034 = 1052,324 kg/m3

Bobot Isi Jenuh Air Benda Uji 4A 𝐡𝐼𝐴 =Bssd

𝑉 = 4085,30 X 10Β―Β³

0,0034 = 1202,443 kg/m3 Benda Uji 4B

𝐡𝐼𝐴 =Bssd

𝑉 = 4055,90 X 10Β―Β³

0,0034 = 1202,608 kg/m3 Benda Uji 4C

𝐡𝐼𝐴 =Bssd

𝑉 = 4062,60 X 10Β―Β³

0,0035 = 1168,446 kg/m3 Benda Uji 4D

𝐡𝐼𝐴 =Bssd

𝑉 = 4023,40 X 10Β―Β³

0,0034 = 1196,158 kg/m3 Penyerapan Air

Benda Uji 4A

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1202,4430 βˆ’ 1058,8962

1000 𝑋 100%

= 14,355%

Benda Uji 4B

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1202,6087 βˆ’ 1059,5730

1000 𝑋 100%

= 14,304%

Benda Uji 4C

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1168,4463 βˆ’ 1025,5901

1000 𝑋 100%

= 14,286%

Benda Uji 4D

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1196,1587 βˆ’ 1052,3247

1000 𝑋 100%

= 14,383%

5. Variasi 5 (KK0KG0) Pengujian Satuan Notasi

Sampel Variasi Komposisi 5 KK0KG0

5A

KK0KG0 5B

KK0KG0 5C

KK0KG0 5D Berat awal gram BA 3552,000 3483,700 3424,200 3353,700 Berat kering

oven gram Bβ‚–β‚’ 3460,000 3295,700 3379,200 3263,700 Dimensi benda uji:

- Panjang mm p 153,000 148,000 152,000 148,000 - Lebar mm l 149,400 150,400 150,000 151,000 - Tebal mm t 150,550 150,800 151,390 150,900 Volume

benda uji m3 V 0,0034 0,0034 0,0035 0,0034

Berat jenuh

air gram 4024,200 3844,900 3959,400 3786,200 Bobot isi

nominal kg/m3 BI = 1032,167 1037,838 992,035 994,480 Bobot isi

kering oven kg/m3 BIO = 1005,433 981,831 978,998 967,792 Bobot isi

jenuh air kg/m3 BIA = 1169,383 1145,444 1147,089 1122,730 Penyerapan

air % vol 16,395% 16,361% 16,809% 15,494%

Rata-Rata Penyerapan Air (%) 16,265

Bobot Isi Nominal Benda Uji 5A 𝐡𝐼 =BA

𝑉 = 3552,0 X 10Β―Β³

0,0035 = 1032,167 kg/m3 Benda Uji 5B

𝐡𝐼 =BA

𝑉 = 3483,70 X 10Β―Β³

0,0034 = 1037,838 kg/m3 Benda Uji 5C

𝐡𝐼 =BA

𝑉 = 3424,2 X 10Β―Β³

0,0035 = 992,035 kg/m3 Benda Uji 5D

𝐡𝐼 =BA

𝑉 = 3353,70 X 10Β―Β³

0,0034 = 994,480 kg/m3

Bobot Isi Kering Oven Benda Uji 5A 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3460,0X 10Β―Β³

0,0035 = 1005,433 kg/m3 Benda Uji 5B

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3295,7 X 10Β―Β³

0,0034 = 981,831 kg/m3 Benda Uji 5C

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3379,2 X 10Β―Β³

0,0035 = 978,998 kg/m3

Benda Uji 5D 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3263,7 X 10Β―Β³

0,0034 = 967,792 kg/m3

Bobot Isi Jenuh Air Benda Uji 5A 𝐡𝐼𝐴 =Bssd

𝑉 = 4024,20X 10Β―Β³

0,0035 = 1169,383 kg/m3 Benda Uji 5B

𝐡𝐼𝐴 =Bssd

𝑉 = 3844,90 X 10Β―Β³

0,0034 = 1145,444 kg/m3 Benda Uji 5C

𝐡𝐼𝐴 =Bssd

𝑉 = 3959,40X 10Β―Β³

0,0035 = 1147,089 kg/m3 Benda Uji 5D

𝐡𝐼𝐴 =Bssd

𝑉 = 3786,20X 10Β―Β³

0,0034 = 1122,730 kg/m3 Penyerapan Air

Benda Uji 5A

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1169,3830 βˆ’ 1005,4334

1000 𝑋 100%

= 16,395%

Benda Uji 5B

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100% = 1145,4448 βˆ’ 981,8311

1000 𝑋 100%

= 16,361%

Benda Uji 5C

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1147,0896 βˆ’ 978,9981

1000 𝑋 100%

= 16,809%

Benda Uji 5D

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1122,7308 βˆ’ 967,7927

1000 𝑋 100%

= 15,494%

6. Variasi 6 (KK5KG0) Pengujian Satuan Notasi

Sampel Variasi Komposisi 6 KK5KG0

6A

KK5KG0 6B

KK5KG0 6C

KK5KG0 6D Berat awal gram BA 3439,400 3426,800 3415,500 3380,700 Berat kering

oven gram Bβ‚–β‚’ 3359,400 3336,800 3355,500 3322,700 Dimensi benda uji:

- Panjang mm p 153,000 149,000 148,000 151,350 - Lebar mm l 151,000 151,500 151,400 151,500 - Tebal mm t 151,000 151,500 151,250 151,500 Volume

benda uji m3 V 0,0035 0,0034 0,0034 0,0035

Berat jenuh

air gram 3871,500 3815,800 3842,000 3860,400 Bobot isi

nominal kg/m3 BI = 985,910 1002,021 1007,792 973,192 Bobot isi

kering oven kg/m3 BIO = 962,978 975,705 990,089 956,496 Bobot isi

jenuh air kg/m3 BIA = 1109,772 1115,768 1133,638 1111,282 Penyerapan

air % vol 14,679 14,006 14,355 15,479

Pengujian Satuan Notasi

Sampel Variasi Komposisi 6 KK5KG0

6A

KK5KG0 6B

KK5KG0 6C

KK5KG0 6D

Rata-Rata Penyerapan Air (%) 14,630

Bobot Isi Nominal Benda Uji 6A 𝐡𝐼 =BA

𝑉 = 3439,4 X 10Β―Β³

0,0035 = 985,910 kg/m3 Benda Uji 6B

𝐡𝐼 =BA

𝑉 = 3426,8 X 10Β―Β³

0,0034 = 1002,021 kg/m3 Benda Uji 6C

𝐡𝐼 =BA

𝑉 = 3415,5 X 10Β―Β³

0,0034 = 1007,792 kg/m3 Benda Uji 6D

𝐡𝐼 =BA

𝑉 = 3380,7 X 10Β―Β³

0,0035 = 973,192 kg/m3

Bobot Isi Kering Oven Benda Uji 6A 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3359,4 X 10Β―Β³

0,0035 = 962,978 kg/m3 Benda Uji 6B

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3336,8 X 10Β―Β³

0,0034 = 975,705 kg/m3

Benda Uji 6C 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3355,5X 10Β―Β³

0,0034 = 990,089 kg/m3 Benda Uji 6D

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3322,7 X 10Β―Β³

0,0035 = 956,496 kg/m3

Bobot Isi Jenuh Air Benda Uji 6A 𝐡𝐼𝐴 =Bssd

𝑉 = 3871,5 X 10Β―Β³

0,0035 = 1109,772 kg/m3 Benda Uji 6B

𝐡𝐼𝐴 =Bssd

𝑉 = 3815,8X 10Β―Β³

0,0034 = 1115,768 kg/m3 Benda Uji 6C

𝐡𝐼𝐴 =Bssd

𝑉 = 3842,0 X 10Β―Β³

0,0034 = 1133,638 kg/m3 Benda Uji 6D

𝐡𝐼𝐴 =Bssd

𝑉 = 3860,40 X 10Β―Β³

0,0035 = 1111,282 kg/m3 Penyerapan Air

Benda Uji 6A

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1109,7724 βˆ’ 962,9781

1000 𝑋 100%

= 14,679%

Benda Uji 6B

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100% = 1115,7684 βˆ’ 975,7053

1000 𝑋 100%

= 14,006%

Benda Uji 6C

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1133,6380 βˆ’ 990,0891

1000 𝑋 100%

= 14,355%

Benda Uji 6D

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1111,2829 βˆ’ 956,4966

1000 𝑋 100%

= 15,479%

7. Variasi 7 (KK10KG0) Pengujian Satuan Notasi

Sampel Variasi Komposisi 7 KK10KG0

7A

KK10KG0 7B

KK10KG0 7C

KK10KG0 7D Berat awal gram BA 3463,400 3547,700 3518,300 3489,700 Berat kering

oven gram Bβ‚–β‚’ 3366,000 3427,700 3362,300 3369,700 Dimensi benda uji:

- Panjang mm p 152,000 151,000 150,000 149,000 - Lebar mm l 152,000 153,000 153,000 151,200 - Tebal mm t 151,000 151,250 152,000 153,000 Volume

benda uji m3 V 0,0035 0,0035 0,0035 0,0034

Berat jenuh

air gram 3905,300 3962,500 3892,000 3904,100

Bobot isi

nominal kg/m3 BI = 992,746 1015,273 1008,571 1012,415 Bobot isi

kering oven kg/m3 BIO = 964,828 980,932 963,851 977,601

Pengujian Satuan Notasi

Sampel Variasi Komposisi 7 KK10KG0

7A

KK10KG0 7B

KK10KG0 7C

KK10KG0 7D Bobot isi

jenuh air kg/m3 BIA = 1119,412 1133,980 1115,697 1132,638 Penyerapan

air % vol 15,458 15,305 15,185 15,504

Rata-Rata Penyerapan Air

(%) 15,363

Bobot Isi Nominal Benda Uji 7A 𝐡𝐼 =BA

𝑉 = 3463,40 X 10Β―Β³

0,0035 = 992,746 kg/m3 Benda Uji 7B

𝐡𝐼 =BA

𝑉 = 3547,7 X 10Β―Β³

0,0035 = 1015,273 kg/m3 Benda Uji 7C

𝐡𝐼 =BA

𝑉 = 3518,3X 10Β―Β³

0,0035 = 1008,571 kg/m3 Benda Uji 7D

𝐡𝐼 =BA

𝑉 = 3489,7 X 10Β―Β³

0,0034 = 1012,415 kg/m3

Bobot Isi Kering Oven Benda Uji 7A 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3366,0 X 10Β―Β³

0,0035 = 964,828 kg/m3 Benda Uji 7B

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3427,7 X 10Β―Β³

0,0035 = 980,932 kg/m3 Benda Uji 7C

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3362,3 X 10Β―Β³

0,0035 = 963,851 kg/m3 Benda Uji 7D

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3369,7 X 10Β―Β³

0,0034 = 977,601 kg/m3

Bobot Isi Jenuh Air Benda Uji 7A 𝐡𝐼𝐴 =Bssd

𝑉 = 3905,3 X 10Β―Β³

0,0035 = 1119,412 kg/m3 Benda Uji 7B

𝐡𝐼𝐴 =Bssd

𝑉 = 3962,5 X 10Β―Β³

0,0035 = 1133,980 kg/m3 Benda Uji 7C

𝐡𝐼𝐴 =Bssd

𝑉 = 3892,0 X 10Β―Β³

0,0035 = 1115,697 kg/m3 Benda Uji 7D

𝐡𝐼𝐴 =Bssd

𝑉 = 3904,10 X 10Β―Β³

0,0034 = 1132,638 kg/m3 Penyerapan Air

Benda Uji 7A

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1119,4128 βˆ’ 964,8282

1000 𝑋 100%

= 15,458%

Benda Uji 7B

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100% = 1133,9803 βˆ’ 980,9323

1000 𝑋 100%

= 15,305%

Benda Uji 7C

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1115,6977 βˆ’ 963,8516

1000 𝑋 100%

= 15,185%

Benda Uji 7D

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1132,6388 βˆ’ 977,6012

1000 𝑋 100%

= 15,504%

8. Variasi 8 (KK0KG2,5) Pengujian Satuan Notasi

Sampel Variasi Komposisi 8 KK0KG2,5

8A

KK0KG2,5 8B

KK0KG2,5 8C

KK0KG2,5 8D Berat awal gram BA 3507,500 3632,400 3569,200 3588,000 Berat kering

oven gram Bβ‚–β‚’ 3412,800 3534,400 3431,200 3510,100 Dimensi benda uji:

- Panjang mm p 150,000 151,000 149,500 152,000 - Lebar mm l 150,500 151,000 151,000 151,000 - Tebal mm t 151,450 152,000 152,000 151,000

Pengujian Satuan Notasi

Sampel Variasi Komposisi 8 KK0KG2,5

8A

KK0KG2,5 8B

KK0KG2,5 8C

KK0KG2,5 8D Volume

benda uji m3 V 0,0034 0,0035 0,0034 0,0035

Berat jenuh

air gram 3905,100 4045,500 3919,500 4029,600

Bobot isi

nominal kg/m3 BI = 1025,889 1048,084 1040,181 1035,273 Bobot isi

kering oven kg/m3 BIO = 998,202 1019,798 999,963 1012,796 Bobot isi

jenuh air kg/m3 BIA = 1142,181 1167,279 1142,270 1162,691 Penyerapan

air % vol 14,398 14,748 14,231 14,990

Rata-Rata Penyerapan Air

(%) 14,592

Bobot Isi Nominal Benda Uji 8A 𝐡𝐼 =BA

𝑉 = 3507,5 X 10Β―Β³

0,0034 = 1025,889 kg/m3 Benda Uji 8B

𝐡𝐼 =BA

𝑉 = 3632,40 X 10Β―Β³

0,0035 = 1048,084 kg/m3 Benda Uji 8C

𝐡𝐼 =BA

𝑉 = 3569,2 X 10Β―Β³

0,0034 = 1040,181 kg/m3 Benda Uji 8D

𝐡𝐼 =BA

𝑉 = 3588,0 X 10Β―Β³

0,0035 = 1035,273 kg/m3

Bobot Isi Kering Oven Benda Uji 8A 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3412,8 X 10Β―Β³

0,0034 = 998,202 kg/m3 Benda Uji 8B

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3534,4 X 10Β―Β³

0,0035 = 1019,798 kg/m3 Benda Uji 8C

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3431,2 X 10Β―Β³

0,0034 = 999,963 kg/m3 Benda Uji 8D

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3510,1 X 10Β―Β³

0,0035 = 1012,796 kg/m3

Bobot Isi Jenuh Air Benda Uji 8A 𝐡𝐼𝐴 =Bssd

𝑉 = 3905,10 X 10Β―Β³

0,0034 = 1142,181 kg/m3 Benda Uji 8B

𝐡𝐼𝐴 =Bssd

𝑉 = 4045,5 X 10Β―Β³

0,0035 = 1167,279 kg/m3 Benda Uji 8C

𝐡𝐼𝐴 =Bssd

𝑉 = 3919,5 X 10Β―Β³

0,0034 = 1142,270 kg/m3

Benda Uji 8D 𝐡𝐼𝐴 =Bssd

𝑉 = 4029,6 X 10Β―Β³

0,0035 = 1162,691 kg/m3 Penyerapan Air

Benda Uji 8A

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1142,1815 βˆ’ 998,2028

1000 𝑋 100%

= 14,398%

Benda Uji 8B

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1167,2791 βˆ’ 1019,7984

1000 𝑋 100%

= 14,748%

Benda Uji 8C

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1142,2704 βˆ’ 999,9639

1000 𝑋 100%

= 14,231%

Benda Uji 8D

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1162,6914 βˆ’ 1012,7961

1000 𝑋 100%

= 14,990%

9. Variasi 9 (KK0KG5) Pengujian Satuan Notasi

Sampel Variasi Komposisi 9 KK0KG5

9A

KK0KG5 9B

KK0KG5 9C

KK0KG5 9D Berat awal gram BA 3432,600 3592,800 3582,800 3437,600 Berat kering

oven gram Bβ‚–β‚’ 3354,600 3442,800 3440,800 3387,600 Dimensi benda uji:

- Panjang mm p 153,000 150,100 148,000 146,000 - Lebar mm l 152,000 152,450 151,500 151,000 - Tebal mm t 152,000 152,000 151,750 151,000 Volume

benda uji m3 V 0,0035 0,0035 0,0034 0,0033

Berat jenuh

air gram 3899,300 3972,800 3966,200 3900,800 Bobot isi

nominal kg/m3 BI = 971,056 1032,954 1052,978 1032,639 Bobot isi

kering oven kg/m3 BIO = 948,991 989,828 1011,245 1017,619 Bobot isi

jenuh air kg/m3 BIA = 1103,082 1142,207 1165,659 1171,782 Penyerapan

air % vol 15,409 15,238 15,441 15,416

Rata-Rata (%) 15,376

Bobot Isi Nominal Benda Uji 9A 𝐡𝐼 =BA

𝑉 = 3432,6 X 10Β―Β³

0,0035 = 971,056 kg/m3 Benda Uji 9B

𝐡𝐼 =BA

𝑉 = 3592,8 X 10Β―Β³

0,0035 = 1032,954 kg/m3 Benda Uji 9C

𝐡𝐼 =BA

𝑉 = 3582,8 X 10Β―Β³

0,0034 = 1052,978 kg/m3 Benda Uji 9D

𝐡𝐼 =BA

𝑉 = 3437,6 X 10Β―Β³

0,0033 = 1032,639 kg/m3

Bobot Isi Kering Oven Benda Uji 9A 𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3354,6 X 10Β―Β³

0,0035 = 948,991 kg/m3 Benda Uji 9B

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3442,8 X 10Β―Β³

0,0035 = 989,828 kg/m3 Benda Uji 9C

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3440,8 X 10Β―Β³

0,0034 = 1011,245 kg/m3 Benda Uji 9D

𝐡𝐼ₒ =Bβ‚–β‚’

𝑉 = 3387,6 X 10Β―Β³

0,0033 = 1017,619 kg/m3

Bobot Isi Jenuh Air Benda Uji 9A 𝐡𝐼𝐴 =Bssd

𝑉 = 3899,3 X 10Β―Β³

0,0035 = 1103,082 kg/m3 Benda Uji 9B

𝐡𝐼𝐴 =Bssd

𝑉 = 3972,8 X 10Β―Β³

0,0035 = 1142,207 kg/m3 Benda Uji 9C

𝐡𝐼𝐴 =Bssd

𝑉 = 3966,2 X 10Β―Β³

0,0034 = 1165,659 kg/m3 Benda Uji 9D

𝐡𝐼𝐴 =Bssd

𝑉 = 3900,8 X 10Β―Β³

0,0033 = 1171,782 kg/m3 Penyerapan Air

Benda Uji 9A

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1103,0826 βˆ’ 948,9911

1000 𝑋 100%

= 15,409%

Benda Uji 9B

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100% = 1142,2075 βˆ’ 989,8288

1000 𝑋 100%

= 15,238%

Benda Uji 9C

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ = BIA βˆ’ BIo

1000 𝑋 100%

= 1165,6591 βˆ’ 1011,2450

1000 𝑋 100%

= 15,441%

Benda Uji 9D

π‘ƒπ‘’π‘›π‘¦π‘’π‘Ÿπ‘Žπ‘π‘Žπ‘› π΄π‘–π‘Ÿ =BIA βˆ’ BIo

1000 𝑋 100%

= 1171,7823 βˆ’ 1017,6194

1000 𝑋 100%

= 15,416%

LAMPIRAN 8

HASIL UJI LABORATORIUM AGREGAT HALUS PASIR

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