Proyek : Praktikum Jalan Dikerjakan : Kelompok B1
Pekerjaan : AC-WC Dihitung : Kelompok B1
Sumber Material : LAB. TRANSPORTASI & JALAN RAYA UNTAD Diperiksa : Ir. Dian Rifany K., SST, MT
Contoh : DATA PENGUJIAN MARSHAL Tanggal : 17 Oktober 2024
Jenis aspal : Asphalt shell pen 60/70 Suhu Pencampuran : 155-165 °C
Kalibrasi alat : 10.0289 kg/div Suhu Pemadatan : 145-155 °C
di udara SSD Dalam Air dibaca KN disesuaikan Kg
% Total Campuran
data timbangan
data timbangan
data
timbangan d - e c/f data display Terhadap
koreksi tebal data kelelehan
a b c d e f g h i j k l m n o
1A 4 1244,50 1256,50 732,70 523,80 2,376 2,613 17,44 9,085 47,90 11,39 1115 3,700 301,36
1B 4 1226,80 1238,70 719,30 519,40 2,362 2,613 17,92 9,619 46,33 9,96 1016 3,000 338,56
1235,65 1247,60 726,00 521,60 2,369 2,613 17,679 9,352 47,114 10,675 1065,364 3,350 319,962
2A 4,5 1252,30 1260,00 747,70 512,30 2,444 2,594 15,46 5,748 62,82 11,16 1138 3,800 299,49
2B 4,5 1253,50 1257,00 744,80 512,20 2,447 2,594 15,36 5,640 63,29 11,06 1128 3,400 331,72
1252,90 1258,50 746,25 512,25 2,45 2,59 15,41 5,69 63,05 11,11 1132,95 3,60 315,60
3A 5 1244,10 1249,70 748,80 500,90 2,484 2,574 14,51 3,510 75,81 12,89 1367 3,800 359,75
3B 5 1234,20 1242,00 730,80 511,20 2,414 2,574 16,90 6,207 63,28 10,82 1103 3,500 315,25
1239,15 1245,85 739,80 506,05 2,45 2,57 15,71 4,86 69,54 11,86 1235,21 3,65 337,50
4A 5,5 1257,60 1263,40 750,10 513,30 2,450 2,555 16,07 4,105 74,46 13,43 1370 3,500 391,30
4B 5,5 1243,50 1248,60 750,10 498,50 2,494 2,555 14,55 2,365 83,74 13,21 1401 3,000 467,00
1250,55 1256,00 750,10 505,90 2,47 2,55 15,31 3,23 79,10 13,32 1385,26 3,25 429,15
5A 6 1244,80 1249,20 746,40 502,80 2,476 2,536 15,59 2,377 84,76 11,54 1224 3,900 313,81
5B 6 1242,90 1254,90 745,50 509,40 2,440 2,536 16,81 3,789 77,46 13,72 1399 3,800 368,19
1243,85 1252,05 745,95 506,10 2,46 2,54 16,20 3,08 81,11 12,63 1311,49 3,85 341,00
6A 6,5 1244,80 1249,20 746,40 502,80 2,476 2,517 15,99 1,655 89,65 12,17 1291 4,200 307,31
6B 6,5 1242,90 1254,90 745,50 509,40 2,440 2,517 17,20 3,077 82,11 11,37 1159 3,900 297,30
1243,85 1252,05 745,95 506,10 2,46 2,52 16,59 2,37 85,88 11,77 1225,08 4,05 302,30
1,061 2,783 2,767
PERCOBAAN MARSHALL SNI - 06-2489-1991 (PC - 0201 - 76)
No.
Benda Uji
Kadar Aspal
Berat (gram)
Isi (gram)
Bj Bulk camp (Gmb)
Bj. Maks Teoritis (Gmm)
% Rongga di antr agr. VMA
% Rongga udara VIM
% Rongga trs aspal VFB
Stabilitas
Kelehan plastis
(mm) Marshall
Quentiont (kg/mm)
Rata - Rata
Rata - Rata
Rata - Rata
Rata - Rata
Rata - Rata
Bj. Aspal = Bj. Eff Agg (Gse) = Bj. Bulk Agg (Gsb) =
Rata - Rata
LABORATORIUM JALAN RAYA
FAKULTAS TEKNIK UNIVERSITAS TADULAKO
Kampus Bumi Tadulako Tondo Palu. Telp.422611 Psw 158
Kadar aspal (%) 4,00 4,50 5,00 5,50 6,00 6,50 spec Kepadatan (gr/cm
3) 2,369 2,446 2,449 2,472 2,458 2,458
VIM (%) 9,352 5,694 4,859 3,235 3,083 2,366 2 - 4 %
VMA (%) 17,68 15,41 15,71 15,31 16,20 16,59 Min 15
VFB (%) 47,11 63,05 69,54 79,10 81,11 85,88 Min 65
Stabilitas (kN) 1065 1133 1235 1385 1311 1225 Min 800 kg
Flow (mm) 3,700 3,600 3,650 3,250 3,850 4,050 2 - 4 %
MQ (kN/
mm) 319,96 315,60 337,50 429,15 341,00 302,30 Min 250
4.00 4.50 5.00 5.50 6.00 6.50 7.00
700 900 1100 1300 1500
f(x) = − 105.2960472 x² + 1190.42222616 x − 2044.82173224001 R² = 0.853026528833482
Ka dar Aspa l vs Sta bilit as
Kada r Asp al ( %)
Stabilitas (Kg)
4.00 4.50 5.00 5.50 6.00 6.50
1.00 2.00 3.00 4.00 5.00 6.00
f(x) = 0.264285714285716 x² − 2.65500000000002 x + 10.145 R² = 0.630631229235882
Ka dar Aspa l vs Flow
Kada r Asp al ( %)
Flow (mm)
4 5 6 7
2.000 2.100 2.200 2.300 2.400 2.500 2.600 2.700 2.800 2.900 3.000
f(x) = − 0.0325007737810758 x² + 0.370035669296784 x + 1.41877270373547 R² = 0.892625642728465
Ka dar aspal vs k epa dat an
Kad ar a spa l ( %)
K e p a d a ta n ( g r/ c m 3 )
4.00 4.50 5.00 5.50 6.00 6.50
1 3 5 7 9 11
f(x) = 1.24554606181238 x² − 15.6145801058162 x + 51.502655253157 R² = 0.96737117162357
Ka dar aspal vs V IM
Kadar aspal (%)
V IM ( % )
4.00 4.50 5.00 5.50 6.00 6.50 35
45 55 65 75 85 95
f(x) = − 5.26930545371462 x² + 70.0451216370749 x − 147.692333635671 R² = 0.987683875176076
Ka dar Aspa l vs V FB
Kadar Aspal (%)
V F B ( % )
4.00 4.50 5.00 5.50 6.00 6.50
200 220 240 260 280 300 320 340 360 380
f(x) = − 43.7047097011979 x² + 463.444511953481 x − 855.68505594298 R² = 0.438634634641592
Ka dar Aspa l vs M Q
Kada r Asp al ( %)
M Q ( k N /m m )
Kadar aspal (%)
855,69
6,50
4,00 4,50 5,00 5,50 6,00 6,50
Kepadatan VIM VFB Stabilitas Flow MQ VMA
KAO = (5,2 + 6,5)/2 = 5,85
4.00 4.50 5.00 5.50 6.00 6.50
14.00 14.50 15.00 15.50 16.00 16.50 17.00 17.50 18.00
f(x) = 1.12072 786434761 x² − 11.9648017398356 x + 47.2585394900841 R² = 0.777993584096727
