Perhitungan Marshall

LABORATORIUM MATERIAL PERKERASAN JALANFTSP - JURUSAN TEKNIK SIPILINSTITUT TEKNOLOGI NASIONALJl. PHH. Mustofa No.23 Bandung 40124 Telp. 022 - 7272215

Prt No. : Nama Penguji :Contoh Dari : 1. M. N. AfrizalJenis Contoh : Agregat 2. Ghufran FauzanDiterima Tanggal :Dikerjakan Tanggal :

PengujianANALISA SARINGAN AGREGAT KASAR

AASHTO T 27-88

Berat Bahan Kering : 1406.4 gram

Ukuran Saringan Berat Tertahan Jumlah Berat TertahanJumlah Persen

Tertahan Lewat75 mm / 3" -63 mm / 2,5" -50 mm / 2" -37,5 mm / 1,5" 025 mm / 1" 313 313 22.26 77.7419 mm / 3/4" 480.5 793.5 56.42 43.5812,5 mm / 0,5" 460.2 1253.7 89.14 10.869,5 mm / 3/8" 69.7 1323.4 94.10 5.904,75 mm / No. 4 49.3 1372.7 97.60 2.402,36 mm / No. 8 23.5 1396.2 99.27 0.731,180 mm / No. 16 4.1 1400.3 99.57 0.430,60 mm / No. 30 2.5 1402.8 99.74 0.260,30 mm / No. 50 0.8 1403.6 99.80 0.200,150 mm / No. 100 0.5 1404.1 99.84 0.160,075 mm / No. 200 1.1 1405.2 99.91 0.09Pan / Filler 1.2 1406.4 100 0

Catatan: Tidak dijumpai kesulitan yang berarti dalam melaksanaan pekerjaan analisa saringan.

TTD Penguji : Diperiksa oleh:

1. ………………………….(……………………………)

2. ………………………….



PengujianANALISA SARINGAN AGREGAT SEDANG

AASHTO T 27-88



Tertahan Lewat75 mm / 3" -63 mm / 2,5" -50 mm / 2" -37,5 mm / 1,5" 025 mm / 1" 0 0 0 10019 mm / 3/4" 13.1 13.1 1.56 98.4412,5 mm / 0,5" 27.8 40.9 4.88 95.129,5 mm / 3/8" 139.5 180.4 21.53 78.474,75 mm / No. 4 367.5 547.9 65.39 34.612,36 mm / No. 8 263.6 811.5 96.85 3.151,180 mm / No. 16 13.2 824.7 98.42 1.580,60 mm / No. 30 3.8 828.5 98.88 1.120,30 mm / No. 50 1.4 829.9 99.05 0.950,150 mm / No. 100 1 830.9 99.16 0.840,075 mm / No. 200 3.5 834.4 99.58 0.42Pan / Filler 3.5 837.9 100 0



1. ………………………….(……………………………)

2. ………………………….



PengujianANALISA SARINGAN AGREGAT HALUS

AASHTO T 27-88



Tertahan Lewat75 mm / 3" -63 mm / 2,5" -50 mm / 2" -37,5 mm / 1,5" 0 0 0 10025 mm / 1" 0 0 0 10019 mm / 3/4" 0 0 0 10012,5 mm / 0,5" 0 0 0 1009,5 mm / 3/8" 0 0 0 1004,75 mm / No. 4 260.7 260.7 16.15042 83.852,36 mm / No. 8 405.5 666.2 41.27122 58.731,180 mm / No. 16 263.9 930.1 57.61987 42.380,60 mm / No. 30 146.7 1076.8 66.70797 33.290,30 mm / No. 50 80.5 1157.3 71.69496 28.310,150 mm / No. 100 159.2 1316.5 81.55743 18.440,075 mm / No. 200 174.3 1490.8 92.35535 7.64Pan / Filler 123.4 1614.2 100 0



1. ………………………….(……………………………)

2. ………………………….



LABORATORIUM MATERIAL PERKERASAN JALANFTSP - JURUSAN TEKNIK SIPILINSTITUT TEKNOLOGI NASIONAL



Ukuran % SpesifikasiTarget

% Lolos % Campuran% Tertahan

Saringan AC-BaseFrak. Kasar Frak. Sedang Frak. Halus a b c

Jumlaha b c 25% 15% 60%

37,5 mm / 1,5" 100 100 100 100 100 25 15 60 100 025 mm / 1" 90-100 95 77.74 100 100 19.44 15 60 94.44 5.5619 mm / 3/4" maks. 90 60 43.58 98.44 100 10.90 14.77 60 85.66 8.7712,5 mm / 0,5" 52 10.86 95.12 100 2.72 14.27 60 76.98 8.689,5 mm / 3/8" 47 5.9 78.47 100 1.48 11.77 60 73.25 3.744,75 mm / No. 4 35 2.4 43.62 83.85 0.60 6.54 50.31 57.45 15.792,36 mm / No. 8 21 0.73 3.16 58.73 0.18 0.47 35.24 35.89 21.561,180 mm / No. 16 14 0.43 1.58 42.38 0.11 0.24 25.43 25.77 10.120,60 mm / No. 30 7 0.26 1.13 33.29 0.07 0.17 19.97 20.21 5.560,30 mm / No. 50 19-45 5 0.2 0.96 28.31 0.05 0.14 16.99 17.18 3.030,150 mm / No. 100 4 0.16 0.86 18.44 0.04 0.13 11.06 11.23 5.950,075 mm / No. 200 3-7 3 0.09 0.42 7.64 0.02 0.06 4.58 4.67 6.56Pan / Filler 0 0 0 0 0 0 0 0 4.67Catatan : Penentuan persen fraksi campuran agregat diperoleh dari hasil metode coba-coba.TTD Penguji: Diperiksa oleh:

1. ……………………….

(…………………………….)2. ……………………….

100756350

37.52519

12.59.5

4.752.361.18

0.60.425

0.30.15

0.076

0.1 1 10 1000

20

40

60

80

100

120

Kurva Gradasi

Kurva Gradasi


PENGUJIAN CAMPURAN MARSHALL (HOTMIX KELAS BERAT) Tanggal : 21 Desember 2010Jenis Campuran : Beton Aspal

% Agregat

A B C D E F G H

% Aspal

93 7 348.9 1332.6 983.7 74.041935483871 1406.642

123

12

Keterangan: Data hasil pengujian: 3Berat Sampel : 1050.1 gramBerat SSD : 1070 gram 1Berat dalam air: 550 gram 2Diameter: 1. 10.135 cm 3

10.195 cm10.16 cm Catatan:

Rata-rata = 10.163 cm Angka kalibrasi:Faktor koreksi:

TTD Penguji: Diperiksa oleh:

1. ……………………………

Berat Wadah (gram)

Berat Wadah + Agregat Dingin

(gram)

Berat Wadah + agregat Panas 1700C (gram)

Berat Agregat Panas (D-B)

(Gram)

Berat Aspal Panas (A/(100-A))*E

(gram)

Berat Wadah + Agregat Panas +

Aspal (D + F) (gram)

Kadar Air Agregat

(C-D) (gram)

No. Benda

Uji

1. Agregat dipanaskan s/d 170°C2. Aspal dipanaskan s/d 110°C3. Suhu campuran / pemadatan s/d 140°C

Diameter: 2.Diameter: 3.

(…………………………)2. ……………………………

TUGAS PRAKTIKUM MPJNamaNRPTanggal :

Jenis Cmpuran :

94.5 194.5 294.5 3

94 194 294 3

93.5 193.5 293.5 3

93 193 293 3

92.5 192.5 292.5 3

No. Benda

Uji

Spesifikasi campuran:VIM (%)VMA (%)

LABORATORIUM MATERIAL PERKERASAN JALAFTSP - JURUSAN TEKNIK SIPILINSTITUT TEKNOLOGI NASIONALJl. PHH. Mustofa No.23 Bandung 40124 Telp. 022 -

Tanggal : 21 Desember 2010 Agregat: Aspal:Jenis Campuran : Beton Aspal Berat jenis bulk, Gsb: 2.719 Penetrasi: 60

Berat jenis apparent: 2.6 Berat Jenis (T): 1.03Kadar Aspal Berat Jenis Berat (gram) % Volume % Pori Stabilitas

Flow MQSSD VMA VIM VFA

A B C D E F G H J K L M N P Q R S U V

7.527% 7 2.5 2.792 1050.1 550 1070 520 2.019 13.724 67.266 30.928 19.223 37.846 1026 12863.3 12400.19 4.480 2767.9

Catatan:Angka kalibrasi: 12.5373Faktor koreksi: 0.964

Volume Bulk cmᶟ

Berat Jenis Bulk, Gmb

% Berat Thdp Total

Agregat

% Berat Thdp Total

CampuranGmm Gse

Di Udara

Dalam Air

Aspal Thdp Campuran

Agregat Efektif Thdp Campuran

Bacaan Dial

Justifikasi kg

Koreksi Volume

TUGAS PRAKTIKUM MPJ: Ghufran Fauzan Asisten : Atmy Verani, ST., MT.: 22-2008-079

Tanggal : Agregat : Aspal :

Jenis Cmpuran : Berat Jenis Bulk, Gsb = 2.55 Penetrasi :

Berat Jenis Apparent = 2.66 Berat Jenis (T) : 1.02

Kadar Aspal Berat Jenis Berat (gram) % Volume % Pori Stabilitas

Flow MQSSD VMA VIM VFA

A B C D E F G H J K L M N P Q R S U V5.820 5.5 2.4119 2.620 1065.5 587 1077.4 490.4 2.173 11.716 78.367 19.482 9.917 49.094 1055 1289.6 1149.95 4.71 244.2

5.820 5.5 2.4119 2.620 1058 588 1077.1 489.1 2.163 11.664 78.022 19.836 10.314 48.005 1196 1462.0 1303.64 4.20 310.4

5.820 5.5 2.4119 2.620 1066.8 588 1076.2 488.2 2.185 11.783 78.816 19.020 9.401 50.574 951 1162.5 1036.59 3.91 265.1

6.383 6 2.3946 2.620 1062.1 584 1072 488 2.176 12.803 78.086 19.771 9.112 53.913 1099 1343.4 1197.91 3.82 313.6

6.383 6 2.3946 2.620 1068.5 582 1073.5 491.5 2.174 12.788 77.997 19.862 9.215 53.604 1121 1370.3 1221.89 4.00 305.5

6.383 6 2.3946 2.620 1061 587 1070.5 483.5 2.194 12.908 78.731 19.108 8.361 56.244 1214 1484.0 1323.26 4.14 319.6

6.952 6.5 2.3776 2.620 1062.6 582 1067.3 485.3 2.190 13.953 78.139 19.716 7.907 59.892 1262 1542.7 1375.58 3.50 393.0

6.952 6.5 2.3776 2.620 1015.4 560 1018 458 2.217 14.128 79.119 18.709 6.753 63.907 1446 1767.6 1720.74 4.21 408.7

6.952 6.5 2.3776 2.620 1065.1 588 1070.2 482.2 2.209 14.076 78.827 19.009 7.097 62.664 1512 1848.3 1723.68 3.68 468.4

7.527 7 2.3608 2.620 1060.9 587 1065.8 478.8 2.216 15.206 78.651 19.190 6.143 67.988 1348 1647.8 1536.72 4.54 338.5

7.527 7 2.3608 2.620 1030.3 585 1063.9 478.9 2.151 14.764 76.366 21.538 8.869 58.819 1311 1602.6 1494.54 4.80 311.4

7.527 7 2.3608 2.620 1059.8 588 1062.4 474.4 2.234 15.331 79.298 18.525 5.371 71.007 1192 1457.1 1358.88 4.80 283.1

8.108 7.5 2.3442 2.620 1057.2 585 1060 475 2.226 16.365 78.579 19.264 5.056 73.754 1283 1568.3 1462.62 4.43 330.2

8.108 7.5 2.3442 2.620 1058.7 589 1060.1 471.1 2.247 16.524 79.341 18.481 4.134 77.629 1218 1488.9 1388.52 5.28 263.0

8.108 7.5 2.3442 2.620 1058.8 589 1060.7 471.7 2.245 16.505 79.248 18.577 4.247 77.137 1004 1227.3 1144.56 5.11 224.0

Volume Bulk cmᶟ

Berat Jenis Bulk, Gmb

% Berat Thdp Total

Agregat

% Berat Thdp Total

CampuranGmm Gse

Di Udara

Dalam Air

Aspal Thdp Campuran

Agregat Efektif Thdp Campuran

Bacaan Dial

Justifikasi kg

Koreksi Volume

Spesifikasi campuran:VIM (%) = 4.9 - 5.9 VFA (kg) = min 65 Flow = min 2VMA (%) = min 15 Stabilitas Marshall = min 800 F.koreksi = 1.2224

V bulk VIM VMA

B H N L5.5 490.4 9.917 19.482

5.5 489.1 10.314 19.836

5.5 488.2 9.401 19.02

6 488 9.112 19.771

6 491.5 9.215 19.862

6 483.5 8.361 19.108

6.5 485.3 7.907 19.716

6.5 458 6.753 18.709

6.5 482.2 7.097 19.009

7 478.8 6.143 19.19

7 478.9 8.869 21.538

7 474.4 5.371 18.525

7.5 475 5.056 19.264

7.5 471.1 4.134 18.481

7.5 471.7 4.247 18.577

% Berat Thdp Total

Campuran

stabilitas

5 5.5 6 6.5 7 7.5 80

2

4

6

8

10

12

R² = 0.803235656565506

Kadar Aspal VS VIM

Kadar Aspal VS VIMExponential (Kadar Aspal VS VIM)

Kadar Aspal %

VIM

%

5 5.5 6 6.5 7 7.5 818

18.2

18.4

18.6

18.8

19

19.2

19.4

19.6

19.8

20

R² = 0.057128317555796

Kadar Aspal VS VMA

Kadar Aspal VS VMAExponential (Kadar Aspal VS VMA)

Kadar Aspal %

VIM

%

5 5.5 6 6.5 7 7.5 818

18.2

18.4

18.6

18.8

19

19.2

19.4

19.6

19.8

20

R² = 0.057128317555796

Kadar Aspal VS VMA

Kadar Aspal VS VMAExponential (Kadar Aspal VS VMA)

Kadar Aspal %

VIM

%

19.47118

f.k1.09

1.09

1.09

1.09

1.09

1.09

1.09

1.19

1.14

1.14

1.14

1.14

1.14

1.14

1.14

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Perhitungan Marshall