Lampiran 1 : Grafik Pembagian Butiran Agregat · Lampiran 2 : Tabel Komposisi Agregat Pacitan TABEL...
Transcript of Lampiran 1 : Grafik Pembagian Butiran Agregat · Lampiran 2 : Tabel Komposisi Agregat Pacitan TABEL...
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Lampiran 1 : Grafik Pembagian Butiran Agregat
Gambar 1.1. Pembagian Butir Untuk Agregat Pandaan (AC-BC)
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Lampiran 1 : Grafik Pembagian Butiran Agregat (Lanjutan)
Gambar 1.2. Pembagian Butir Untuk Agregat Pandaan (AC-WC)
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Lampiran 1 : Grafik Pembagian Butiran Agregat (Lanjutan)
Gambar 1.3. Pembagian Butir Untuk Agregat Pacitan (AC-BC)
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Lampiran 1 : Grafik Pembagian Butiran Agregat (Lanjutan)
Gambar 1.4. Pembagian Butir Untuk Agregat Pacitan (AC-WC)
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Lampiran 1 : Grafik Pembagian Butiran Agregat (Lanjutan)
Gambar 1.5. Pembagian Butir Untuk Agregat Madura Pandaan (AC-BC)
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Lampiran 1 : Grafik Pembagian Butiran Agregat (Lanjutan)
Gambar 1.6. Pembagian Butir Untuk Agregat Madura Pandaan (AC-WC)
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Lampiran 2 : Tabel Komposisi Agregat Pacitan
TABEL 2.1 Komposisi Agregat AC. Binder Course Pacitan
% PASSING OF AGGREGATE
( F I ) 10 - 20 mm ( F II ) 05 - 10 mm ( F III ) 00 - 05 mm SIZE
Passing 21% Passing 33% Passing 46%
C0MB. %
IDEAL SPEC SPEC
1" 100 21 100 33 100 46 100 100 100
3/4" 91.81 19.28 100 33 100 46 98 95 90 - 100
1/2" 34.12 7.17 100 33.00 100 46 86 MAX 90
3/8" 3.60 0.76 89.71 29.60 100 46.00 76
4 19.86 6.55 93.76 43.13 50
8 0.15 0.05 71.28 32.79 33 31 23 - 39
16 45.06 20.73 21
30 31.75 14.61 15
50 24.62 11.33 11
200 12.31 5.66 6 6 4 - 8
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Lampiran 2 : Tabel Komposisi Agregat Pacitan (Lanjutan)
TABEL 2.2 Komposisi Agregat AC. Wearing Course Pacitan % PASSING OF AGGREGATE
( F I ) 10 - 15 mm ( F II ) 05 - 10 mm ( F III ) 00 - 05 mm
SIZE
Passing 13% Passing 36% Passing 51%
C0MB. %
IDEAL SPEC SPEC
3/4" 100.00 13.00 100 36 100 51 100.00 100 100
1/2" 37.30 4.85 100 36.00 100 51 91.85 95 90 - 100
3/8" 4.33 0.56 89.71 32.30 100.00 51.00 83.86 Max 90
4 19.86 7.15 93.76 47.82 54.97
8 0.15 0.05 71.28 36.35 36.41 43 28 - 58
16 45.06 22.98 22.98
30 31.75 16.19 16.19
50 24.62 12.56 12.56
200 12.31 6.28 6.28 7 4 - 10
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Lampiran 2 : Tabel Komposisi Agregat Pacitan (Lanjutan)
TABEL 2.3 Komposisi Agregat AC. IX Pacitan
% PASSING OF AGGREGATE
( F I ) 10 - 15 mm ( F II ) 05 - 10 mm ( F III ) 00 - 05 mm SIZE
Passing 15% Passing 27% Passing 58%
C0MB. %
IDEAL SPEC SPEC
3/4" 100.00 15.00 100 27 100 58 100.00 100 100
3/8" 4.33 0.65 89.71 24.22 100.00 58.00 82.87 83 74 - 92
4 19.86 5.36 93.76 54.38 59.74 59 48 - 70
8 0.15 0.04 71.28 41.34 41.38 43 33 - 53
30 31.75 18.42 18.42 22.5 15 - 30
50 24.62 14.28 14.28 15 10 - 20
200 12.31 7.14 7.14 6.5 4 - 9
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Lampiran 2 : Tabel Komposisi Agregat Pandaan TABEL 2.4 Komposisi Agregat AC. Binder Course Pandaan
% PASSING OF AGGREGATE
( F I ) 10 - 20 mm ( F II ) 05 - 10 mm ( F III ) 00 - 05 mm SIZE
Passing 23% Passing 32% Passing 45%
C0MB. %
IDEAL SPEC SPEC
1" 100 23 100 32 100 45 100.00 100 100
3/4" 100.00 23.00 100 32 100 45 100.00 95 90 - 100
1/2" 58.20 13.39 100 32.00 100 45 90.39 MAX 90
3/8" 16.48 3.79 80.72 25.83 100.00 45.00 74.62
4 0.32 0.07 25.54 8.17 90.72 40.82 49.07
8 0.07 0.02 1.08 0.35 65.98 29.69 30.05 31 23 - 39
16 0.00 0.00 0.31 0.10 38.57 17.36 17.46
30 0.27 0.09 28.34 12.75 12.84
50 0.25 0.08 21.36 9.61 9.69
200 0.16 0.05 11.78 5.30 5.35 6 4 - 8
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Lampiran 2 : Tabel Komposisi Agregat Pandaan (Lanjutan) TABEL 2.5 Komposisi Agregat AC. Wearing Course Pandaan
% PASSING OF AGGREGATE
( F I ) 10 - 15 mm ( F II ) 05 - 10 mm ( F III ) 00 - 05 mm SIZE
Passing 18% Passing 30% Passing 52%
C0MB. %
IDEAL SPEC SPEC
3/4" 100.00 18.00 100 30 100 52 100.00 100 100
1/2" 58.20 10.48 100 30.00 100 52 92.48 95 90 - 100
3/8" 16.48 2.97 80.72 24.22 100.00 52.00 79.18 Max 90
4 0.32 0.06 25.54 7.66 90.72 47.17 54.89
8 0.07 0.01 1.08 0.32 65.98 34.31 34.65 43 28 - 58
16 0.31 0.09 38.57 20.06 20.15
30 0.27 0.08 28.34 14.74 14.82
50 0.25 0.08 21.26 11.06 11.13
200 0.16 0.05 11.78 6.13 6.17 7 4 - 10
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Lampiran 2 : Tabel Komposisi Agregat Pandaan (Lanjutan)
TABEL 2.6 Komposisi Agregat AC. IX Pandaan
% PASSING OF AGGREGATE
( F I ) 10 - 15 mm ( F II ) 05 - 10 mm ( F III ) 00 - 05 mm SIZE
Passing 17% Passing 28% Passing 55%
C0MB. % IDEAL SPEC SPEC
3/4" 100,00 17,00 100 28 100 55 100,00 100 100
3/8" 16,48 2,80 80,72 22,60 100,00 55,00 80,40 83 74 - 92
4 0,32 0,05 25,54 7,15 90,72 49,90 57,10 59 48 - 70
8 0,07 0,01 1,08 0,30 74,98 41,24 41,55 43 33 - 53
30 0,31 0,09 38,57 21,21 21,30 22,5 15 - 30
50 0,27 0,08 28,34 15,59 15,66 15 10 - 20
200 0,16 0,04 11,78 6,48 6,52 6,5 4 - 9
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Lampiran 2 : Tabel Komposisi Agregat Madura
TABEL 2.7 Komposisi Agregat AC. Binder Course Madura
% PASSING OF AGGREGATE
( F I ) 10 - 20 mm ( F II ) 05 - 10 mm ( F III ) 00 - 05 mm SIZE
Passing 20% Passing 30% Passing 48%
C0MB. % IDEAL SPEC SPEC
1" 100 20 100 30 100 48 100 100 100
3/4" 80,36 16,07 100 30 100 48 94,07 95 90 - 100
1/2" 42,81 8,56 100 30 100 48 86,56 MAX 90
3/8" 6,30 1,26 94,34 28,30 100 48 77,56
4 10,92 3,28 96,76 46,44 49,72
8 0,81 0,24 64,79 31,10 31,34 31 23 - 39
16 41,76 20,04 20,04
30 30,24 14,52 14,52
50 23,82 11,43 11,43
200 11,42 5,48 5,48 6 4 - 8
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Lampiran 2 : Tabel Komposisi Agregat Madura (Lanjutan)
TABEL 2.8 Komposisi Agregat AC. Wearing Course Madura % PASSING OF AGGREGATE
( F I ) 10 - 15 mm ( F II ) 05 - 10 mm ( F III ) 00 - 05 mm SIZE
Passing 16% Passing 28% Passing 56%
C0MB. % IDEAL SPEC SPEC
3/4" 100,00 16,00 100 28 100 56 100,00 100 100
1/2" 55,17 8,83 100 28,00 100 56 92,83 95 90 - 100
3/8" 9,24 1,48 94,34 26,42 100,00 56,00 83,89 Max 90
4 10,92 3,06 96,76 54,19 57,24
8 0,81 0,23 64,79 36,28 36,51 43 28 - 58
16 41,76 23,39 23,39
30 30,24 16,93 16,93
50 23,82 13,34 13,34
200 11,42 6,40 6,40 7 4 - 10
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Lampiran 2 : Tabel Komposisi Agregat Madura (Lanjutan)
TABEL 2.9 Komposisi Agregat AC-IX Madura
% PASSING OF AGGREGATE
( F I ) 10 - 15 mm ( F II ) 05 - 10 mm ( F III ) 00 - 05 mm SIZE
Passing 17% Passing 23% Passing 60%
C0MB. % IDEAL SPEC SPEC
3/4" 100,00 17,00 100 23 100 60 100,00 100 100
3/8" 9,24 1,57 94,34 21,70 100,00 60,00 83,27 83 74 - 92
4 10,92 2,51 96,76 58,06 60,57 59 48 - 70
8 0,81 0,19 64,79 38,87 39,06 43 33 - 53
30 30,24 18,14 18,14 22,5 15 - 30
50 23,82 14,29 14,29 15 10 - 20
200 11,42 6,85 6,85 6,5 4 - 9
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Lampiran 3 : Tabel Hasil Marshall Test
Tabel 3.1 Hot mix Design Marshall Test AC-BC Agregat Pandaan
TRIAL MIX SERIES AC.BC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6138 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6705 ABSORBED AC. ( R ) 0,7872 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 3.2 (Lanjutan) Hot mix Design Marshall Test AC-BC Agregat Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 20 mm ( FI ) 23 2,612 2,720 1,552 b . 05 - 10 mm ( FII ) 32 2,605 2,701 1,357 c . 00 - 05 mm ( FIII ) 45 2,621 2,750 1,792
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.3 (Lanjutan) Hot mix Design Marshall Test AC-BC Agregat Pandaan
tickness % ac by wt. of mix weight - grams Bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 65,00 65,00 65,00 65,00 4,5 3,748 1205,9 702,7 1220,9 518,2 2,327 2,493 2 64,5 65,00 65,00 64,83 4,5 3,748 1207,6 702,4 1220,9 518,5 2,329 2,493 3 64,5 65,00 65,00 64,83 4,5 3,748 1207,9 702,2 1220,2 518,0 2,332 2,493 4 64,5 64,5 65,00 64,67 5 4,252 1204,6 693,7 1206,2 512,5 2,350 2,474 5 64,5 64,5 65,00 64,67 5 4,252 1205,4 694,4 1207,2 512,8 2,351 2,474 6 64,5 65,00 65,00 64,83 5 4,252 1204,6 695,6 1207,7 512,1 2,352 2,474 7 64 64 64,5 64,17 5,5 4,756 1200,4 695,7 1198,8 503,1 2,386 2,456 8 64 64 64 64,00 5,5 4,756 1198,5 697,1 1199,3 502,2 2,386 2,456 9 64,5 64,5 64,5 64,50 5,5 4,756 1200,1 699,7 1202,4 502,7 2,387 2,456
10 63,5 63,5 64 63,67 6 5,260 1196,8 697,2 1200,1 502,9 2,380 2,439
11 63,5 63,5 63,5 63,50 6 5,260 1197,9 694,9 1198,4 503,5 2,379 2,439 12 63,5 63,5 63,5 63,50 6 5,260 1197,3 694,1 1197,5 503,4 2,378 2,439
13 63,5 63,5 63,5 63,50 6,5 5,764 1192,3 691,1 1192,4 501,3 2,378 2,421 14 63 63 63 63,00 6,5 5,764 1195,0 694,2 1196,8 502,6 2,378 2,421
15 63 63 63,50 63,17 6,5 5,764 1194,5 693,5 1195,6 502,1 2,379 2,421
Tabel 3.4 (Lanjutan) Hot mix Design Marshall Test AC-BC Agregat Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 8,43 85,02 6,65 15,07 55,91 80 920,85 4,06 2,22 28,13695 0,9000 16 8,44 85,10 6,57 15,00 56,22 80 925,96 4,06 2,23 28,13695 0,9050 16 8,45 85,20 6,45 14,90 56,68 83 984,57 4,32 2,24 28,13695 0,9275 17 9,66 85,43 5,01 14,67 65,84 85 1061,02 4,06 2,56 28,13695 0,9760 16 9,66 85,44 5,00 14,66 65,87 86 1116,40 4,06 2,69 28,13695 1,0150 16 9,67 85,50 4,94 14,60 66,19 90 1159,69 4,32 2,63 28,13695 1,0075 17
10,97 86,26 2,87 13,83 79,28 95 1126,92 4,32 2,56 28,13695 0,9275 17 10,97 86,28 2,85 13,82 79,40 97 1184,14 4,32 2,69 28,13695 0,9545 17 10,97 86,31 2,81 13,79 79,59 95 1239,30 4,57 2,66 28,13695 1,0200 18 12,10 85,58 2,41 14,51 83,37 100 1307,73 4,57 2,80 28,13695 1,0225 18 12,09 85,56 2,44 14,53 83,21 100 1310,93 4,57 2,81 28,13695 1,0250 18 12,09 85,54 2,47 14,56 83,04 100 1346,10 4,83 2,73 28,13695 1,0525 19 13,25 85,08 1,76 15,01 88,25 95 1227,15 4,83 2,49 28,13695 1,0100 19 13,24 85,05 1,80 15,04 88,06 93 1070,48 4,83 2,17 28,13695 0,9000 19 13,25 85,10 1,74 14,99 88,39 95 1205,28 5,08 2,33 28,13695 0,9920 20
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.1 Hubungan Antara Stabilitas dan % Aspal AC-BC Agregat Pandaan
Gambar 3.2 Hubungan Antara %Aspal dan Flow AC-BC Agregat Pandaan
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.3 Hubungan Antara %Aspal dan Void Filled AC-BC Agregat Pandaan
Gambar 3.4 Hubungan Antara %Aspal dan Air Void AC-BC Agregat Pandaan
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.5 Hubungan Antara %Aspal dan Marshall Quetient AC-BC Agregat
Pandaan
Gambar 3.6 Hubungan Antara %Aspal dan %VMA AC-BC Agregat Pandaan
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.5 Hot mix Design Marshall Test AC-WC Agregat Pandaan
TRIAL MIX SERIES AC.XI COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6146 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6721 ABSORBED AC. ( R ) 0,7972 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 3.6 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Pandaan
SIZE AGREGAT % J.( BULK
) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 18 2,612 2,720 1,552 b . 05 - 10 mm ( FII ) 30 2,605 2,701 1,357 c . 00 - 05 mm ( FIII ) 52 2,621 2,750 1,792
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.7 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Pandaan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 69,63 69,59 71,61 70,28 4,5 3,739 1164,3 678,1 1182,3 504,2 2,309 2,494 2 69,47 68,47 70,35 69,43 4,5 3,739 1172,1 686,2 1190,1 503,9 2,326 2,494 3 69,65 69,69 69,69 69,68 4,5 3,739 1147,2 675,5 1165,2 489,7 2,343 2,494 4 68,96 69,75 69,87 69,53 5 4,243 1169,7 690,2 1185,7 495,5 2,361 2,476 5 69,53 70,28 70,22 70,01 5 4,243 1190,2 698,9 1203,2 504,3 2,360 2,476 6 70,27 70,25 70,24 70,25 5 4,243 1195,8 703,9 1210,8 506,9 2,359 2,476 7 70,11 68,99 70,2 69,77 5,5 4,747 1184,5 694,1 1198,5 504,4 2,348 2,458 8 70,66 70,7 70,99 70,78 5,5 4,747 1193,0 702,2 1207,0 504,8 2,363 2,458 9 69,7 69,48 69,99 69,72 5,5 4,747 1171,3 691,9 1185,3 493,4 2,374 2,458
10 68,76 68,55 69,25 68,85 6 5,251 1175,8 690,6 1187,9 497,3 2,364 2,440
11 68,71 68,55 69,68 68,98 6 5,251 1194,3 705,1 1206,8 501,7 2,381 2,440 12 68,76 68,70 69,05 68,84 6 5,251 1190,9 705,4 1202,9 497,5 2,394 2,440
13 69,7 70,4 69,1 69,73 6,5 5,755 1148,2 676,3 1158,5 482,2 2,381 2,422 14 69,03 69,83 68,88 69,25 6,5 5,755 1163,8 685,9 1173,9 488,0 2,385 2,422
15 69,9 68,99 69,24 69,38 6,5 5,755 1166,0 688,3 1176,3 488,0 2,389 2,422
Tabel 3.8 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 8,34 84,35 7,41 15,76 52,95 100 1151,06 3,81 2,96 28,13695 0,9000 15 8,40 84,96 6,74 15,14 55,50 102 1180,60 4,06 2,85 28,13695 0,9050 16 8,46 85,57 6,07 14,54 58,23 102 1209,95 4,32 2,75 28,13695 0,9275 17 9,68 85,77 4,65 14,33 67,55 100 1248,26 4,57 2,68 28,13695 0,9760 18 9,68 85,75 4,67 14,35 67,44 98 1272,17 4,83 2,58 28,13695 1,0150 19 9,67 85,72 4,72 14,39 67,23 95 1224,12 4,83 2,49 28,13695 1,0075 19
10,77 84,88 4,45 15,22 70,76 103 1221,82 5,08 2,36 28,13695 0,9275 20 10,84 85,42 3,84 14,68 73,84 100 1220,76 5,33 2,24 28,13695 0,9545 21 10,89 85,80 3,41 14,30 76,16 93 1213,21 5,33 2,23 28,13695 1,0200 21 12,00 85,00 3,10 15,09 79,48 95 1242,34 5,59 2,18 28,13695 1,0225 22 12,08 85,59 2,44 14,51 83,22 88 1153,61 5,59 2,02 28,13695 1,0250 22 12,15 86,06 1,89 14,04 86,53 85 1144,18 5,84 1,92 28,13695 1,0525 23 13,24 85,15 1,70 14,94 88,62 88 1136,73 5,84 1,91 28,13695 1,0100 23 13,26 85,28 1,55 14,81 89,54 95 1093,50 5,84 1,84 28,13695 0,9000 23 13,29 85,45 1,36 14,65 90,69 85 1078,41 5,84 1,81 28,13695 0,9920 23
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.7 Hubungan Antara Stabilitas dan % Aspal AC-WC Agregat Pandaan
Gambar 3.8 Hubungan Antara %Aspal dan Flow AC-WC Agregat Pandaan
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.9 Hubungan Antara %Aspal dan Void Filled AC-WC Agregat
Pandaan
Gambar 3.10 Hubungan Antara %Aspal dan Air Void AC-WC Agregat Pandaan
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.11 Hubungan Antara %Aspal dan Marshall Quetient AC-WC Agregat
Pandaan
Gambar 3.12 Hubungan Antara %Aspal dan %VMA AC-WC Agregat Pandaan
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.9 Hot mix Design Marshall Test AC-IX Agregat Pandaan
TRIAL MIX SERIES AC.XI COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6150 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6730 ABSORBED AC. ( R ) 0,8028 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 3.10 (Lanjutan) Hot mix Design Marshall Test AC-IX Agregat Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 17 2,612 2,720 1,552 b . 05 - 10 mm ( FII ) 28 2,605 2,701 1,357 c . 00 - 05 mm ( FIII ) 55 2,621 2,750 1,792
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Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.11 (Lanjutan) Hot mix Design Marshall Test AC-IX Agregat Pandaan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 71,63 71,59 71,61 71,61 4,5 3,733 1164,3 678,1 1182,3 504,2 2,309 2,495 2 71,47 71,47 71,35 71,43 4,5 3,733 1172,1 686,2 1190,1 503,9 2,326 2,495 3 68,65 69,19 69,69 69,18 4,5 3,733 1147,2 675,5 1165,2 489,7 2,343 2,495 4 68,96 69,75 69,87 69,53 5 4,237 1169,7 683,2 1185,7 502,5 2,328 2,476 5 70,53 70,48 70,22 70,41 5 4,237 1190,2 698,9 1206,2 507,3 2,346 2,476 6 72,27 72,55 72,54 72,45 5 4,237 1195,8 703,9 1210,8 506,9 2,359 2,476 7 72,11 72,99 72,2 72,43 5,5 4,741 1184,5 694,1 1198,5 504,4 2,348 2,458 8 70,66 70,7 70,99 70,78 5,5 4,741 1193,0 702,2 1207,0 504,8 2,363 2,458 9 65,7 65,48 65,99 65,72 5,5 4,741 1171,3 691,9 1185,3 493,4 2,374 2,458
10 63,76 64,55 64,25 64,19 6 5,245 1175,8 690,6 1187,9 497,3 2,364 2,441
11 64,71 64,55 64,68 64,65 6 5,245 1194,3 705,1 1206,8 501,7 2,381 2,441 12 64,76 64,70 65,05 64,84 6 5,245 1190,9 705,4 1202,9 497,5 2,394 2,441
13 70,7 70,4 70,1 70,40 6,5 5,749 1148,2 676,3 1158,5 482,2 2,381 2,423 14 69,03 68,83 68,88 68,91 6,5 5,749 1163,8 685,9 1173,9 488,0 2,385 2,423
15 67,9 68,99 68,24 68,38 6,5 5,749 1166,0 688,3 1176,3 488,0 2,389 2,423
Tabel 3.12 (Lanjutan) Hot mix Design Marshall Test AC-IX Agregat Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 8,33 84,33 7,44 15,77 52,83 100 1151,06 3,81 2,96 28,13695 0,9000 15 8,39 84,95 6,76 15,16 55,37 102 1180,60 4,06 2,85 28,13695 0,9050 16 8,45 85,56 6,10 14,55 58,09 102 1209,95 4,32 2,75 28,13695 0,9275 17 9,53 84,57 6,00 15,54 61,35 100 1248,26 4,57 2,68 28,13695 0,9760 18 9,61 85,23 5,26 14,87 64,61 98 1272,17 4,83 2,58 28,13695 1,0150 19 9,66 85,70 4,74 14,40 67,08 95 1224,12 4,83 2,49 28,13695 1,0075 19
10,76 84,86 4,48 15,24 70,62 103 1221,82 5,08 2,36 28,13695 0,9275 20 10,83 85,41 3,87 14,70 73,68 100 1220,76 5,33 2,24 28,13695 0,9545 21 10,88 85,79 3,44 14,31 76,00 93 1213,21 5,33 2,23 28,13695 1,0200 21 11,98 84,99 3,12 15,11 79,33 95 1242,34 5,59 2,18 28,13695 1,0225 22 12,07 85,57 2,46 14,53 83,06 88 1153,61 5,59 2,02 28,13695 1,0250 22 12,13 86,05 1,92 14,05 86,35 85 1144,18 5,84 1,92 28,13695 1,0525 23 13,23 85,14 1,73 14,96 88,45 88 1136,73 5,84 1,91 28,13695 1,0100 23 13,25 85,27 1,58 14,83 89,37 95 1093,50 5,84 1,84 28,13695 0,9000 23 13,28 85,43 1,39 14,67 90,52 85 1078,41 5,84 1,81 28,13695 0,9920 23
110
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.13 Hubungan Antara Stabilitas dan % Aspal AC-IX Agregat Pandaan
Gambar 3.14 Hubungan Antara %Aspal dan Flow AC-IX Agregat Pandaan
111
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.15 Hubungan Antara %Aspal dan Void Filled AC-IX Agregat
Pandaan
Gambar 3.16 Hubungan Antara %Aspal dan Air Void AC-IX Agregat Pandaan
112
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.17 Hubungan Antara %Aspal dan Marshall Quetient AC-IX Agregat
Pandaan
Gambar 3.18 Hubungan Antara %Aspal dan %VMA AC-IX Agregat Pandaan
113
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.13 Hot mix Design Marshall Test AC-BC Agregat Pacitan
TRIAL MIX SERIES AC.BC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6506 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,7206 ABSORBED AC. ( R ) 0,9434 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 3.14 (Lanjutan) Hot mix Design Marshall Test AC-BC Agregat Pacitan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 20 mm ( FI ) 21 2,661 2,807 1,955 b . 05 - 10 mm ( FII ) 33 2,659 2,799 1,869 c . 00 - 05 mm ( FIII ) 46 2,640 2,777 1,870
114
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.15 (Lanjutan) Hot mix Design Marshall Test AC-BC Agregat Pacitan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC Udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 66,44 67,25 66,75 66,8 4,5 3,599 1180,8 700,9 1208,9 508,0 2,324 2,534 2 66,05 65,80 66,89 66,2 4,5 3,599 1176,7 694,7 1202,4 507,7 2,318 2,534 3 66,09 67,37 67,75 67,1 4,5 3,599 1186,4 704,9 1214,1 509,2 2,330 2,534 4 66,21 66,51 66,7 66,5 5 4,104 1174,5 700,2 1202,3 502,1 2,339 2,515 5 66,13 66,21 66,55 66,3 5 4,104 1179,3 706,1 1208,8 502,7 2,346 2,515 6 66,36 66,79 66,07 66,4 5 4,104 1175,8 701,0 1199,4 498,4 2,359 2,515 7 66,2 66,03 66,7 66,3 5,5 4,608 1185,6 696,1 1200,6 504,5 2,350 2,496 8 64,67 64,65 65,40 64,9 5,5 4,608 1179,7 700,9 1202,7 501,8 2,351 2,496 9 64,74 66,08 65,67 65,5 5,5 4,608 1177,9 713,5 1211,5 498,0 2,365 2,496
10 66,66 66,95 65,92 66,5 6 5,113 1180,5 697,6 1198,1 500,5 2,359 2,478
11 64,75 64,83 65,03 64,9 6 5,113 1171,4 699,1 1195,0 495,9 2,362 2,478 12 64,89 65,02 64,52 64,8 6 5,113 1168,5 694,1 1187,0 492,9 2,371 2,478
13 65,41 64,6 64,66 64,9 6,5 5,618 1174,4 697,1 1192,5 495,4 2,371 2,459 14 65 64,29 64,08 64,5 6,5 5,618 1171,2 692,8 1186,0 493,2 2,375 2,459
15 63,83 63,87 63,66 63,8 6,5 5,618 1171,4 694,9 1187,3 492,4 2,379 2,459
Tabel 3.16 (Lanjutan) Hot mix Design Marshall Test AC-BC Agregat Pacitan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 8,08 83,75 8,28 16,37 49,39 99 1082,82 4,06 2,61 28,13695 0,8552 16 8,06 83,50 8,55 16,61 48,54 99 1174,37 4,32 2,67 28,13695 0,9275 17 8,10 83,95 8,06 16,17 50,12 105 1185,11 4,32 2,69 28,13695 0,8825 17 9,28 83,84 7,00 16,27 57,00 105 1201,90 4,32 2,73 28,13695 0,8950 17 9,30 84,08 6,73 16,03 58,03 110 1266,16 4,57 2,72 28,13695 0,9000 18 9,36 84,55 6,20 15,56 60,13 110 1262,65 4,57 2,71 28,13695 0,8975 18
10,47 83,78 5,86 16,33 64,10 115 1323,72 4,83 2,69 28,13695 0,9000 19 10,47 83,81 5,82 16,29 64,25 110 1316,11 4,83 2,67 28,13695 0,9355 19 10,53 84,33 5,25 15,78 66,73 115 1353,13 5,08 2,61 28,13695 0,9200 20 11,65 83,64 4,81 16,46 70,79 120 1411,96 5,33 2,60 28,13695 0,9200 21 11,67 83,77 4,67 16,34 71,44 121 1447,72 5,59 2,54 28,13695 0,9355 22 11,71 84,07 4,32 16,04 73,04 118 1415,90 5,59 2,48 28,13695 0,9382 22 12,87 83,62 3,61 16,48 78,08 115 1375,93 5,84 2,31 28,13695 0,9355 23 12,89 83,77 3,45 16,34 78,90 117 1416,17 5,84 2,38 28,13695 0,9464 23 12,92 83,92 3,27 16,19 79,78 118 1472,94 6,10 2,37 28,13695 0,9760 24
115
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.19 Hubungan Antara Stabilitas dan % Aspal AC-BC Agregat Pacitan
Gambar 3.20 Hubungan Antara %Aspal dan Flow AC-BC Agregat Pacitan
116
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.21 Hubungan Antara %Aspal dan Void Filled AC-BC Agregat Pacitan
Gambar 3.22 Hubungan Antara %Aspal dan Air Void AC-BC Agregat Pacitan
117
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.23 Hubungan Antara %Aspal dan Marshall Quetient AC-BC Agregat
Pacitan
Gambar 3.24 Hubungan Antara %Aspal dan %VMA AC-BC Agregat Pacitan
118
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.17 Hot mix Design Marshall Test AC-WC Agregat Pacitan
TRIAL MIX SERIES AC.WC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6493 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,7186 ABSORBED AC. ( R ) 0,9372 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 3.18 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Pacitan
SIZE AGREGAT % J.( BULK
) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 13 2,659 2,801 1,907 b . 05 - 10 mm ( FII ) 36 2,659 2,799 1,869 c . 00 - 05 mm ( FIII ) 51 2,640 2,777 1,870
119
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.19 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Pacitan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 66,98 68,36 66,25 67,20 4,5 3,605 1204,6 716,5 1229,1 512,6 2,350 2,533 2 66,24 66,48 66,90 66,54 4,5 3,605 1204,9 717,4 1229,5 512,1 2,353 2,533 3 66,41 66,48 66,90 66,60 4,5 3,605 1204,1 717,9 1228,6 510,7 2,358 2,533 4 64,5 65,43 65,55 65,16 5 4,110 1205,2 712,1 1225,5 513,4 2,347 2,514 5 65,26 64,61 64,47 64,78 5 4,110 1205,2 712,9 1224,8 511,9 2,354 2,514 6 66,21 64,75 65,06 65,34 5 4,110 1205,5 714,6 1224,9 510,3 2,362 2,514 7 65,24 65,33 66,31 65,63 5,5 4,614 1210,4 709,1 1225,1 516,0 2,346 2,495 8 64,91 64,99 64,82 64,91 5,5 4,614 1210,3 710,5 1225,8 515,3 2,349 2,495 9 64,26 64,9 65 64,72 5,5 4,614 1210,8 711,1 1225,9 514,8 2,352 2,495
10 64,5 64,57 65,12 64,73 6 5,119 1205,4 703,6 1215,6 512,0 2,354 2,476
11 65,83 65,91 66,63 66,12 6 5,119 1205,1 705,9 1215,5 509,6 2,365 2,476 12 63,26 62,55 62,77 62,86 6 5,119 1204,5 706,9 1215,1 508,2 2,370 2,476
13 65,25 64,66 64,38 64,76 6,5 5,624 1201,1 700,9 1208,1 507,2 2,368 2,458 14 64,72 64,12 64,75 64,53 6,5 5,624 1200,2 701,7 1207,5 505,8 2,373 2,458
15 63,12 64,79 63,66 63,86 6,5 5,624 1201,1 702,9 1208,6 505,7 2,375 2,458
Tabel 3.20 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Pacitan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 8,19 84,71 7,21 15,40 53,15 100 1126,25 3,81 2,90 28,13695 0,8806 15 8,20 84,81 7,10 15,30 53,58 102 1167,56 4,06 2,82 28,13695 0,8950 16 8,21 84,99 6,91 15,12 54,32 105 1198,54 4,32 2,72 28,13695 0,8925 17 9,32 84,18 6,61 15,93 58,52 105 1248,90 4,32 2,84 28,13695 0,9300 17 9,35 84,42 6,34 15,69 59,61 105 1263,53 4,57 2,71 28,13695 0,9409 18 9,38 84,71 6,02 15,40 60,92 104 1230,35 4,57 2,64 28,13695 0,9250 18
10,46 83,67 5,98 16,44 63,64 115 1349,45 4,83 2,74 28,13695 0,9175 19 10,47 83,78 5,86 16,33 64,14 117 1399,86 5,08 2,70 28,13695 0,9355 20 10,49 83,90 5,72 16,21 64,69 120 1444,04 5,33 2,65 28,13695 0,9409 21 11,65 83,53 4,93 16,57 70,28 123 1480,14 5,59 2,60 28,13695 0,9409 22 11,70 83,91 4,50 16,20 72,21 120 1388,94 5,33 2,55 28,13695 0,9050 21 11,72 84,10 4,29 16,01 73,23 115 1496,53 5,84 2,51 28,13695 1,0175 23 12,87 83,58 3,66 16,53 77,87 115 1383,87 5,59 2,43 28,13695 0,9409 22 12,90 83,75 3,46 16,36 78,83 112 1355,65 5,59 2,38 28,13695 0,9464 22 12,91 83,82 3,37 16,28 79,29 110 1373,08 5,84 2,30 28,13695 0,9760 23
120
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.25 Hubungan Antara Stabilitas dan % Aspal AC-WC Agregat Pacitan
Gambar 3.26 Hubungan Antara %Aspal dan Flow AC-WC Agregat Pacitan
121
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.27 Hubungan Antara %Aspal dan Void Filled AC-WC Agregat
Pacitan
Gambar 3.28 Hubungan Antara %Aspal dan Air Void AC-WC Agregat Pacitan
122
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.29 Hubungan Antara %Aspal dan Marshall Quetient AC-WC Agregat
Pacitan
Gambar 3.30 Hubungan Antara %Aspal dan %VMA AC-WC Agregat Pacitan
123
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.21 Hot mix Design Marshall Test AC-IX Agregat Pacitan
TRIAL MIX SERIES AC.XI COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6479 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,7145 ABSORBED AC. ( R ) 0,9376 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 3.22 (Lanjutan) Hot mix Design Marshall Test AC-IX Agregat Pacitan
SIZE AGREGAT % J.( BULK
) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 15 2,659 2,801 1,907 b . 05 - 10 mm ( FII ) 27 2,659 2,779 1,869 c . 00 - 05 mm ( FIII ) 58 2,640 2,777 1,870
124
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.23 (Lanjutan) Hot mix Design Marshall Test AC-IX Agregat Pacitan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 67,15 67,86 67,07 67,36 4,5 3,605 1182,9 697,5 1202,9 505,4 2,341 2,529 2 67,05 67,09 67,31 67,15 4,5 3,605 1174,5 693,9 1194,2 500,3 2,348 2,529 3 66,33 66,38 66,72 66,48 4,5 3,605 1176,0 695,9 1196,3 500,4 2,350 2,529 4 67,15 67,32 66,34 66,94 5 4,109 1182,7 694,6 1200,9 506,3 2,336 2,510 5 66,86 66,83 66,36 66,68 5 4,109 1180,1 694,2 1198,5 504,3 2,340 2,510 6 65,85 65,73 65,60 65,73 5 4,109 1182,3 696,1 1200,5 504,4 2,344 2,510 7 65,65 65,25 65,2 65,37 5,5 4,614 1176,8 687,2 1192,8 505,6 2,328 2,492 8 66,35 65,7 65,50 65,85 5,5 4,614 1186,1 694,2 1202,3 508,1 2,334 2,492 9 63,95 63,68 63,75 63,79 5,5 4,614 1181,0 693,5 1197,2 503,7 2,345 2,492
10 61,2 61,27 62,11 61,53 6 5,119 1176,0 687,1 1190,4 503,3 2,337 2,473
11 66,73 67,09 67,02 66,95 6 5,119 1165,1 680,9 1179,5 498,6 2,337 2,473 12 65,21 64,98 65,44 65,21 6 5,119 1147,0 671,5 1161,5 490,0 2,341 2,473
13 64,15 64,32 64,55 64,34 6,5 5,623 1172,2 680,6 1184,5 503,9 2,326 2,455 14 64,15 64,82 65,20 64,72 6,5 5,623 1170,9 685,1 1182,9 497,8 2,352 2,455
15 64,55 64,16 64,25 64,32 6,5 5,623 1181,7 692,9 1193,8 500,9 2,359 2,455
Tabel 3.24 (Lanjutan) Hot mix Design Marshall Test AC-IX Agregat Pacitan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 8,15 84,41 7,46 15,62 52,21 100 1123,94 3,81 2,89 28,13695 0,8788 15 8,18 84,67 7,18 15,36 53,23 105 1185,11 4,06 2,86 28,13695 0,8825 16 8,19 84,76 7,08 15,27 53,61 100 1147,86 4,06 2,77 28,13695 0,8975 16 9,28 83,81 6,94 16,22 57,19 104 1178,88 4,32 2,68 28,13695 0,8863 17 9,29 83,95 6,78 16,07 57,82 107 1221,37 4,57 2,62 28,13695 0,8925 18 9,31 84,09 6,63 15,93 58,42 103 1205,35 4,57 2,58 28,13695 0,9150 18
10,38 83,07 6,58 16,96 61,19 105 1242,18 4,83 2,52 28,13695 0,9250 19 10,41 83,31 6,31 16,72 62,27 110 1283,75 5,08 2,48 28,13695 0,9125 20 10,45 83,68 5,90 16,35 63,94 106 1334,00 5,33 2,45 28,13695 0,9840 21 11,56 82,95 5,52 17,08 67,68 103 1386,48 5,59 2,43 28,13695 1,0525 22 11,56 82,95 5,51 17,07 67,71 114 1292,23 5,59 2,27 28,13695 0,8863 22 11,58 83,10 5,35 16,93 68,41 100 1186,23 5,84 1,99 28,13695 0,9275 23 12,64 82,14 5,24 17,88 70,70 97 1180,79 6,10 1,90 28,13695 0,9518 24 12,78 83,06 4,18 16,97 75,34 95 1143,20 6,10 1,84 28,13695 0,9409 24 12,82 83,30 3,90 16,72 76,68 92 1119,92 6,10 1,80 28,13695 0,9518 24
125
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.31 Hubungan Antara Stabilitas dan % Aspal AC-IX Agregat Pacitan
Gambar 3.32 Hubungan Antara %Aspal dan Flow AC-IX Agregat Pacitan
126
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.33 Hubungan Antara %Aspal dan Void Filled AC-IX Agregat Pacitan
Gambar 3.34 Hubungan Antara %Aspal dan Air Void AC-IX Agregat Pacitan
127
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.35 Hubungan Antara %Aspal dan Marshall Quetient AC-IX Agregat
Pacitan
Gambar 3.36 Hubungan Antara %Aspal dan %VMA AC-IX Agregat Pacitan
128
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.25 Hot mix Design Marshall Test AC-BC Agregat Madura Pandaan
TRIAL MIX SERIES AC.BC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6142 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6714 ABSORBED AC. ( R ) 0,7928 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 3.26 (Lanjutan) Hot mix Design Marshall Test AC-BC Agregat Madura
Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 20 mm ( FI ) 22 2,612 2,720 1,552 b . 05 - 10 mm ( FII ) 30 2,605 2,701 1,357 c . 00 - 05 mm ( FIII ) 48 2,621 2,750 1,792
129
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.27 (Lanjutan) Hot mix Design Marshall Test AC-BC Agregat Madura
Pandaan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 68,25 68,21 68,1 68,2 5 4,247 1185,4 687,5 1205,9 518,4 2,287 2,475 2 67,01 66,89 67,12 67,0 5 4,247 1186,7 698,9 1216,9 518,0 2,291 2,475 3 66,9 67,2 66,08 66,7 5 4,247 1184,8 688,6 1204,8 516,2 2,295 2,475 4 67,55 67,6 67,55 67,6 5,5 4,751 1192,5 693,6 1212,9 519,3 2,296 2,457 5 65,67 65,6 66,8 66,0 5,5 4,751 1195,2 690,5 1209,9 519,4 2,301 2,457 6 66,4 67,38 66,64 66,8 5,5 4,751 1194,6 690,8 1209,1 518,3 2,305 2,457 7 66,45 66,7 66,3 66,5 6 5,255 1197,5 697,4 1217,0 519,6 2,305 2,439 8 65,4 64,48 65,86 65,2 6 5,255 1196,7 696,9 1215,9 519,0 2,306 2,439 9 64,09 63,83 64,32 64,1 6 5,255 1195,8 696,5 1214,1 517,6 2,310 2,439
10 65,96 66,5 65,43 66,0 6,5 5,759 1192,0 695,9 1212,0 516,1 2,310 2,422 11 66,41 65,19 66,17 65,9 6,5 5,759 1202,6 695,9 1215,9 520,0 2,313 2,422 12 66,12 66,77 66,85 66,6 6,5 5,759 1201,2 695,9 1213,7 517,8 2,320 2,422
13 67,56 67,5 68,36 67,8 7 6,263 1205,6 698,9 1220,8 521,9 2,310 2,404
14 66,24 66,12 66,41 66,3 7 6,263 1206,1 700,9 1222,2 521,3 2,314 2,404
15 69,93 67,3 67,79 68,3 7 6,263 1208,9 703,6 1224,9 521,3 2,319 2,404
Tabel 3.28 (Lanjutan) Hot mix Design Marshall Test AC-BC Agregat Madura
Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 9,38 83,10 7,62 17,00 55,20 99 1091,31 3,81 2,81 28,13695 0,8619 15 9,40 83,25 7,44 16,84 55,82 100 1131,11 3,81 2,91 28,13695 0,8844 15 9,42 83,41 7,27 16,69 56,44 100 1138,27 3,81 2,93 28,13695 0,8900 15
10,54 83,01 6,54 17,08 61,71 110 1228,32 4,32 2,79 28,13695 0,8731 17 10,56 83,18 6,35 16,91 62,47 112 1299,93 4,57 2,79 28,13695 0,9075 18 10,58 83,32 6,20 16,78 63,07 113 1283,50 4,32 2,91 28,13695 0,8881 17 11,70 82,87 5,52 17,22 67,95 115 1316,36 4,57 2,82 28,13695 0,8950 18 11,71 82,91 5,47 17,18 68,14 119 1411,61 4,83 2,87 28,13695 0,9275 19 11,73 83,07 5,29 17,02 68,92 120 1469,21 5,08 2,84 28,13695 0,9573 20 12,85 82,61 4,63 17,48 73,51 115 1334,75 5,33 2,45 28,13695 0,9075 21 12,87 82,72 4,50 17,37 74,07 120 1396,62 5,33 2,57 28,13695 0,9100 21 12,91 82,97 4,21 17,12 75,41 110 1255,61 5,59 2,20 28,13695 0,8925 22 13,98 82,18 3,93 17,91 78,06 108 1200,87 5,59 2,11 28,13695 0,8694 22 14,00 82,31 3,78 17,78 78,75 105 1208,61 5,84 2,03 28,13695 0,9000 23 14,03 82,50 3,56 17,59 79,79 106 1165,89 5,84 1,96 28,13695 0,8600 23
130
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.37 Hubungan Antara Stabilitas dan % Aspal AC-BC Agregat Madura
Pandaan
Gambar 3.38 Hubungan Antara %Aspal dan Flow AC-BC Agregat Madura
Pandaan
131
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.39 Hubungan Antara %Aspal dan Void Filled AC-BC Agregat
Madura Pandaan
Gambar 3.40 Hubungan Antara %Aspal dan Air Void AC-BC Agregat Madura
Pandaan
132
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.41 Hubungan Antara %Aspal dan Marshall Quetient AC-BC Agregat
Madura Pandaan
Gambar 3.42 Hubungan Antara %Aspal dan %VMA AC-BC Agregat Madura
Pandaan
133
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.29 Hot mix Design Marshall Test AC-WC Agregat Madura Pandaan
TRIAL MIX SERIES AC.WC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6151 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6732 ABSORBED AC. ( R ) 0,8039 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 3.30 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Madura
Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 16 2,612 2,720 1,552 b . 05 - 10 mm ( FII ) 28 2,605 2,701 1,357 c . 00 - 05 mm ( FIII ) 56 2,621 2,750 1,792
134
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.31 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Madura
Pandaan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 66,89 66,34 66,24 66,49 5 4,236 1179,4 683,5 1199,9 516,4 2,284 2,477 2 66,18 66,32 66,67 66,39 5 4,236 1181,9 685,7 1201,9 516,2 2,290 2,477 3 66,82 67,08 66,88 66,93 5 4,236 1183,9 687,4 1203,9 516,5 2,292 2,477 4 64,65 64,71 66,26 65,21 5,5 4,740 1180,6 683,2 1198,9 515,7 2,289 2,459 5 66,37 64,91 65,16 65,48 5,5 4,740 1183,2 686,2 1201,9 515,7 2,294 2,459 6 66,55 67,29 64,96 66,27 5,5 4,740 1180,1 685,8 1198,9 513,1 2,300 2,459 7 68,68 65,25 68,57 67,50 6 5,244 1184,2 685,1 1200,7 515,6 2,297 2,441 8 65,19 64,69 64,61 64,83 6 5,244 1182,6 685,9 1198,7 512,8 2,306 2,441 9 64,43 64,31 64,11 64,28 6 5,244 1185,4 688,9 1201,8 512,9 2,311 2,441
10 65,25 64,33 64,86 64,81 6,5 5,748 1191,1 690,2 1205,8 515,6 2,310 2,423 11 65,88 66,61 65,97 66,15 6,5 5,748 1192,9 692,1 1206,9 514,8 2,317 2,423 12 62,87 62,60 62,64 62,70 6,5 5,748 1193,4 694,1 1207,9 513,8 2,323 2,423
13 63,68 63,24 63,55 63,49 7 6,252 1199,1 695,7 1211,9 516,2 2,323 2,406
14 64,4 64,52 64,90 64,61 7 6,252 1199,9 696,9 1211,9 515,0 2,330 2,406
15 65,57 65,32 65,75 65,55 7 6,252 1199,6 696,2 1210,9 514,7 2,331 2,406
Tabel 3.32 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Madura
Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 9,35 82,97 7,78 17,13 54,57 100 1144,66 3,81 2,95 28,13695 0,8950 15 9,37 83,18 7,55 16,92 55,38 101 1159,34 4,06 2,80 28,13695 0,8975 16 9,38 83,27 7,45 16,83 55,75 104 1178,88 4,06 2,84 28,13695 0,8863 16
10,49 82,73 6,88 17,37 60,37 108 1281,13 4,32 2,91 28,13695 0,9275 17 10,51 82,91 6,68 17,19 61,15 110 1294,30 4,57 2,78 28,13695 0,9200 18 10,54 83,11 6,45 16,99 62,02 110 1266,16 4,57 2,72 28,13695 0,9000 18 11,64 82,56 5,90 17,54 66,36 115 1286,95 4,83 2,61 28,13695 0,8750 19 11,69 82,90 5,51 17,20 67,95 112 1343,90 5,08 2,59 28,13695 0,9382 20 11,71 83,08 5,31 17,02 68,81 110 1342,84 5,08 2,59 28,13695 0,9545 20 12,83 82,60 4,67 17,50 73,34 112 1343,90 5,33 2,47 28,13695 0,9382 21 12,87 82,85 4,37 17,25 74,64 115 1327,39 5,33 2,44 28,13695 0,9025 21 12,90 83,05 4,15 17,05 75,68 117 1526,30 5,59 2,68 28,13695 1,0200 22 14,04 82,61 3,45 17,48 80,28 115 1470,80 5,59 2,58 28,13695 1,0000 22 14,08 82,86 3,16 17,23 81,68 111 1339,57 5,84 2,25 28,13695 0,9436 23 14,08 82,89 3,13 17,21 81,84 105 1232,11 5,84 2,07 28,13695 0,9175 23
135
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.43 Hubungan Antara Stabilitas dan % Aspal AC-WC Agregat Madura
Pandaan
Gambar 3.44 Hubungan Antara %Aspal dan Flow AC-WC Agregat Madura
Pandaan
136
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.45 Hubungan Antara %Aspal dan Void Filled AC-WC Agregat
Madura Pandaan
Gambar 3.46 Hubungan Antara %Aspal dan Air Void AC-WC Agregat Madura
Pandaan
137
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.47 Hubungan Antara %Aspal dan Marshall Quetient AC-WC Agregat
Madura Pandaan
Gambar 3.48 Hubungan Antara %Aspal dan %VMA AC-BC Agregat Madura
Pandaan
138
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.33 Hot mix Design Marshall Test AC-IX Agregat Madura Pandaan
TRIAL MIX SERIES AC.XI COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6158 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6746 ABSORBED AC. ( R ) 0,8145 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 3.34 (Lanjutan) Hot mix Design Marshall Test AC-WC Agregat Madura
Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 17 2,612 2,720 1,552 b . 05 - 10 mm ( FII ) 23 2,605 2,701 1,357 c . 00 - 05 mm ( FIII ) 60 2,621 2,750 1,792
139
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Tabel 3.35 (Lanjutan) Hot mix Design Marshall Test AC-IX Agregat Madura
Pandaan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 66,00 66,40 66,5 66,30 5 4,226 1189,4 681,4 1207,9 526,5 2,259 2,478 2 65,5 66,69 66,02 66,07 5 4,226 1186,4 683,8 1204,4 520,6 2,279 2,478 3 64,86 64,87 65,74 65,16 5 4,226 1166,3 679,4 1184,8 505,4 2,308 2,478 4 63,87 63,69 63,74 63,77 5,5 4,730 1185,3 682,5 1201,3 518,8 2,285 2,460 5 62,53 62,9 63,3 62,91 5,5 4,730 1191,8 689,3 1207,9 518,6 2,298 2,460 6 63 63,06 63,11 63,06 5,5 4,730 1189,4 689,6 1205,9 516,3 2,304 2,460 7 65,69 64,91 64,86 65,15 6 5,234 1199,9 689,2 1213,9 524,7 2,287 2,442 8 64,39 64,26 64,01 64,22 6 5,234 1186,8 684,7 1200,9 516,2 2,299 2,442 9 62,08 62,99 63,02 62,70 6 5,234 1202,5 696,0 1216,9 520,9 2,309 2,442
10 62,48 62,72 62,55 62,58 6,5 5,738 1180,9 678,7 1192,9 514,2 2,297 2,424
11 62,73 62,24 62,55 62,51 6,5 5,738 1186,3 683,7 1198,8 515,1 2,303 2,424
12 61,88 61,50 61,2 61,53 6,5 5,738 1170,7 678,2 1182,7 504,5 2,321 2,424 13 63,21 63,21 62,88 63,10 7 6,242 1182,4 681,8 1192,9 511,1 2,313 2,407
14 66,38 66,57 65,99 66,31 7 6,242 1203,4 694,5 1213,7 519,2 2,318 2,407
15 63,85 63,77 63,24 63,62 7 6,242 1167,3 677,9 1177,8 499,9 2,335 2,407
Tabel 3.36 (Lanjutan) Hot mix Design Marshall Test AC-IX Agregat Madura
Pandaan
volume % of total % % voids
stability-kgs flow MQ pembacaan
EFF – AC agg air v VMA filled reading adjust (mm) kn/mm
kalibrasi korelasi
flow
I J K L M N O P Q R S T 9,23 82,05 8,83 18,05 51,10 97 1116,53 3,81 2,87 28,13695 0,9000 15 9,31 82,77 8,03 17,33 53,69 99 1145,88 4,06 2,76 28,13695 0,9050 16 9,42 83,81 6,87 16,29 57,85 102 1209,95 4,32 2,75 28,13695 0,9275 17 10,44 82,54 7,11 17,56 59,48 105 1310,67 4,32 2,98 28,13695 0,9760 17 10,51 83,02 6,57 17,07 61,52 103 1337,08 4,57 2,87 28,13695 1,0150 18 10,53 83,23 6,34 16,87 62,41 105 1356,33 4,83 2,76 28,13695 1,0100 19 11,57 82,18 6,35 17,92 64,56 118 1399,75 4,83 2,84 28,13695 0,9275 19 11,63 82,62 5,85 17,48 66,55 118 1440,50 5,08 2,78 28,13695 0,9545 20 11,68 82,96 5,46 17,14 68,13 115 1500,21 5,33 2,76 28,13695 1,0200 21 12,74 82,09 5,27 18,00 70,74 119 1556,20 5,59 2,73 28,13695 1,0225 22 12,77 82,32 5,00 17,77 71,86 115 1507,56 5,59 2,64 28,13695 1,0250 22 12,87 82,95 4,28 17,15 75,04 105 1413,40 5,33 2,60 28,13695 1,0525 21 13,96 82,25 3,88 17,84 78,22 104 1343,41 5,59 2,36 28,13695 1,0100 22 13,98 82,41 3,70 17,69 79,06 103 1185,59 5,59 2,08 28,13695 0,9000 22 14,09 83,02 2,99 17,07 82,51 95 1205,28 5,84 2,02 28,13695 0,9920 23
140
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.49 Hubungan Antara Stabilitas dan % Aspal AC-IX Agregat Madura
Pandaan
Gambar 3.50 Hubungan Antara %Aspal dan Flow AC-IX Agregat Madura
Pandaan
141
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.51 Hubungan Antara %Aspal dan Void Filled AC-IX Agregat Madura
Pandaan
Gambar 3.52 Hubungan Antara %Aspal dan Air Void AC-IX Agregat Madura
Pandaan
142
Lampiran 3 : Tabel Hasil Marshall Test (Lanjutan)
Gambar 3.53 Hubungan Antara %Aspal dan Marshall Quetient AC-IX Agregat
Madura Pandaan
Gambar 3.54 Hubungan Antara %Aspal dan %VMA AC-IX Agregat Madura
Pandaan
143
Lampiran 4 : Tabel Hasil Immersion Test
Tabel 4.1 Hot mix Immersion Test AC-BC Dengan Kadar Aspal Optimum
Agregat Pandaan
TRIAL MIX SERIES AC.BC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6138 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6705 ABSORBED AC. ( R ) 0,7872 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 4.2 (Lanjutan) Hot mix Immersion Test AC-BC Dengan Kadar Aspal
Optimum Agregat Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 23 2,612 2,720 1,552 b . 05 - 10 mm ( FII ) 32 2,605 2,701 1,357 c . 00 - 05 mm ( FIII ) 45 2,621 2,750 1,792
Tabel 4.3 (Lanjutan) Hot mix Immersion Test AC-BC Dengan Kadar Aspal
Optimum Agregat Pandaan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 71,21 71,14 70,95 71,1 5,15 4,389 1204,8 698,9 1208,8 509,9 2,363 2,471 2 70,81 70,55 70,85 70,7 5,15 4,389 1203,1 700,5 1208,4 507,9 2,369 2,471 3 70,35 70,15 70,28 70,3 5,15 4,389 1202,7 702,4 1209,8 507,4 2,370 2,471 Bulk Density rata-rata 2,367
Tabel 4.4 (Lanjutan) Hot mix Immersion Test AC-BC Dengan Kadar Aspal
Optimum Agregat Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 10,02 85,70 4,38 14,40 69,59 83 1085,41 4,57 2,33 28,1370 1,0225 18 10,05 85,92 4,14 14,18 70,83 84 1101,18 4,57 2,36 28,1370 1,0250 18 10,05 85,98 4,08 14,13 71,15 86 1130,15 4,57 2,42 28,1370 1,0275 18
rata-rata 4,197 14,237 70,524 1105,580 4,572 2,371
144
Lampiran 4 : Tabel Hasil Immersion Test (Lanjutan)
Tabel 4.5 Hot mix Immersion Test AC-WC Dengan Kadar Aspal Optimum
Agregat Pandaan
TRIAL MIX SERIES AC.BC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6138 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6705 ABSORBED AC. ( R ) 0,7872 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 4.6 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 23 2,612 2,720 1,552 b . 05 - 10 mm ( FII ) 32 2,605 2,701 1,357 c . 00 - 05 mm ( FIII ) 45 2,621 2,750 1,792
Tabel 4.7 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Pandaan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 71,21 71,14 70,95 71,1 5,3 4,545 1175,5 695,9 1185,8 489,9 2,399 2,465 2 70,81 70,55 70,85 70,7 5,3 4,545 1180,8 697,5 1190,4 492,9 2,396 2,465 3 70,35 70,15 70,28 70,3 5,3 4,545 1182,3 699,4 1192,8 493,4 2,396 2,465 Bulk Density rata-rata 2,397
Tabel 4.8 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 10,54 86,91 2,65 13,19 79,88 80 1046,18 5,33 1,92 28,13695 1,0225 21
10,52 86,77 2,81 13,33 78,92 84 1101,18 5,59 1,93 28,13695 1,0250 22
10,52 86,79 2,79 13,31 79,07 88 1156,43 5,59 2,03 28,13695 1,0275 22
rata-rata 2,751 13,279 79,287 1101,263 5,503 1,961
145
Lampiran 4 : Tabel Hasil Immersion Test (Lanjutan)
Tabel 4.9 Hot mix Immersion Test AC-IX Dengan Kadar Aspal Optimum
Agregat Pandaan
TRIAL MIX SERIES AC.IX COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6150 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6730 ABSORBED AC. ( R ) 0,8028 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 4.10 (Lanjutan) Hot mix Immersion Test AC-IX Dengan Kadar Aspal
Optimum Agregat Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 17 2,612 2,720 1,552 b . 05 - 10 mm ( FII ) 28 2,605 2,701 1,357 b . 00-05 mm ( FIII ) 55 2,621 2,750 1,792
Tabel 4.11 (Lanjutan) Hot mix Immersion Test AC-IX Dengan Kadar Aspal
Optimum Agregat Pandaan
tickness % ac by wt. of
mix weight - grams bulk bulk max theo
(mm) % AC % eff AC udara
dlm air ssd
vol. Cc. density Density
No TINGGI CONTOH
A B B' C D E F G H 1 71,21 71,14 70,95 71,1 5,45 4,691 1187,8 696,1 1199,8 503,7 2,358 2,460 2 70,81 70,55 70,85 70,7 5,45 4,691 1191,1 696,5 1203,4 506,9 2,350 2,460 3 70,35 70,15 70,28 70,3 5,45 4,691 1193,7 697,4 1205,8 508,4 2,348 2,460 Bulk Density rata-rata 2,352
Tabel 4.12 (Lanjutan) Hot mix Immersion Test AC-IX Dengan Kadar Aspal
Optimum Agregat Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 10,69 85,26 4,15 14,84 72,05 85 1111,57 5,59 1,95 28,13695 1,0225 22
10,65 84,96 4,49 15,14 70,36 87 1140,51 5,84 1,91 28,13695 1,0250 23 10,64 84,90 4,56 15,21 70,00 89 1169,57 5,84 1,96 28,13695 1,0275 23
rata-rata 4,399 15,061 70,800 1140,548 5,757 1,942
146
Lampiran 4 : Tabel Hasil Immersion Test (Lanjutan)
Tabel 4.13 Hot mix Immersion Test AC-WC Dengan Kadar Aspal Optimum
Agregat Pacitan
TRIAL MIX SERIES AC.WC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6506 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,7206 ABSORBED AC. ( R ) 0,9434 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 4.14 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Pacitan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 20 mm ( FI ) 21 2,661 2,807 1,955 b . 05 - 10 mm ( FII ) 33 2,659 2,799 1,869 b . 00-05 mm ( FIII ) 46 2,640 2,777 1,870
Tabel 4.15 (Lanjutan) Hot mix Immersion Test AC-BC Dengan Kadar Aspal
Optimum Agregat Pacitan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 65,86 65,81 65,77 65,8 5,7 4,810 1179,9 709,5 1210,5 501,0 2,355 2,489 2 65,66 65,71 65,57 65,6 5,7 4,810 1180,1 708,7 1210,7 502,0 2,351 2,489 3 65,41 65,51 65,35 65,4 5,7 4,810 1180,3 708,4 1210,3 501,9 2,352 2,489 Bulk Density rata-rata 2,353
Tabel 4.16 (Lanjutan) Hot mix Immersion Test AC-BC Dengan Kadar Aspal
Optimum Agregat Pacitan
volume % of total % % voids stability-kgs flow MQ pembacaan EFF - AC agg air v VMA filled reading adjust (mm) kn/mm
kalibrasi korelasi
flow
I J K L M N O P Q R S T 10,95 83,79 5,38 16,32 67,07 95 1143,20 5,33 2,10 28,13695 0,9409 21 10,93 83,63 5,55 16,48 66,33 100 1183,03 5,59 2,08 28,13695 0,9250 22
10,93 83,66 5,51 16,45 66,47 112 1332,16 5,59 2,34 28,13695 0,9300 22
rata-rata 5,479 16,415 66,623 1219,462 5,503 2,171
147
Lampiran 4 : Tabel Hasil Immersion Test (Lanjutan)
Tabel 4.17 Hot mix Immersion Test AC-WC Dengan Kadar Aspal Optimum
Agregat Pacitan
TRIAL MIX SERIES AC.WC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6493 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,7186 ABSORBED AC. ( R ) 0,9372 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 4.18 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Pacitan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 13 2,659 2,801 1,907 b . 05 - 10 mm ( FII ) 36 2,659 2,799 1,869 c . 00-05 mm ( FIII ) 51 2,640 2,777 1,870
Tabel 4.19 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Pacitan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 64,68 64,77 64,69 64,7 5,9 5,018 1216,1 705,8 1223,2 517,4 2,350 2,480 2 64,55 64,56 64,48 64,5 5,9 5,018 1216,5 706,5 1223,7 517,2 2,352 2,480 3 64,37 64,21 64,41 64,3 5,9 5,018 1215,7 706,3 1222,9 516,6 2,353 2,480 Bulk Density rata-rata 2,352
Tabel 4.20 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Pacitan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 11,40 83,48 5,22 16,62 68,57 105 1263,53 5,84 2,12 28,13695 0,9409 23
11,41 83,54 5,16 16,56 68,87 106 1283,02 5,84 2,15 28,13695 0,9464 23 11,41 83,59 5,11 16,52 69,08 107 1302,52 6,10 2,09 28,13695 0,9518 24
rata-rata 5,163 16,568 68,840 1283,026 5,927 2,123
148
Lampiran 4 : Tabel Hasil Immersion Test (Lanjutan)
Tabel 4.21 Hot mix Immersion Test AC-IX Dengan Kadar Aspal Optimum
Agregat Pacitan
TRIAL MIX SERIES AC.WC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6493 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,7186 ABSORBED AC. ( R ) 0,9372 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 4.22 (Lanjutan) Hot mix Immersion Test AC-IX Dengan Kadar Aspal
Optimum Agregat Pacitan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 13 2,659 2,801 1,907 b . 05 - 10 mm ( FII ) 36 2,659 2,799 1,869 c . 00-05 mm ( FIII ) 51 2,640 2,777 1,870
Tabel 4.23 (Lanjutan) Hot mix Immersion Test AC-IX Dengan Kadar Aspal
Optimum Agregat Pacitan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 64,88 64,91 64,66 64,8 6 5,119 1162,1 678,8 1174,5 495,7 2,344 2,473 2 64,47 64,38 64,45 64,4 6 5,119 1172,1 680,5 1183,5 503,0 2,330 2,473 3 64,1 63,95 63,88 64,0 6 5,119 1162,3 678,1 1173,4 495,3 2,347 2,473 Bulk Density rata-rata 2,340
Tabel 4.24 (Lanjutan) Hot mix Immersion Test AC-IX Dengan Kadar Aspal
Optimum Agregat Pacitan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 11,60 83,22 5,20 16,80 69,02 92 1203,11 6,10 1,93 28,13695 1,0225 24
11,53 82,72 5,78 17,30 66,62 98 1284,71 6,35 1,98 28,13695 1,0250 25 11,61 83,30 5,11 16,72 69,43 101 1327,26 6,35 2,05 28,13695 1,0275 25
rata-rata 5,364 16,941 68,356 1271,694 6,265 1,989
149
Lampiran 4 : Tabel Hasil Immersion Test (Lanjutan)
Tabel 4.25 Hot mix Immersion Test AC-BC Dengan Kadar Aspal Optimum
Agregat Madura Pandaan
TRIAL MIX SERIES AC.WC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6142 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6714 ABSORBED AC. ( R ) 0,7928 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 4.26 (Lanjutan) Hot mix Immersion Test AC-BC Dengan Kadar Aspal
Optimum Agregat Madura Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 13 2,659 2,801 1,907 b . 05 - 10 mm ( FII ) 36 2,659 2,799 1,869 c . 00-05 mm ( FIII ) 51 2,640 2,777 1,870
Tabel 4.27 (Lanjutan) Hot mix Immersion Test AC-BC Dengan Kadar Aspal
Optimum Agregat Madura Pandaan
tickness % ac by wt. of
mix weight - grams bulk bulk max theo
(mm) % AC % eff AC udara
dlm air ssd
vol. Cc. density Density
No. TINGGI CONTOH
A B B' C D E F G H 1 64,35 64,45 65,15 64,7 6,2 5,456 1190,5 696,1 1208,9 512,8 2,322 2,432 2 65,25 65,23 65,39 65,3 6,2 5,456 1192,1 695,3 1210,1 514,8 2,316 2,432 3 65,15 65,14 65,10 65,1 6,2 5,456 1193,3 695,2 1211,3 516,1 2,312 2,432 Bulk Density rata-rata 2,316
Tabel 4.28 (Lanjutan) Hot mix Immersion Test AC-BC Dengan Kadar Aspal
Optimum Agregat Madura Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 12,24 83,30 4,55 16,79 72,90 95 1143,20 5,33 2,10 28,13695 0,9409 21
12,21 83,09 4,79 17,00 71,81 98 1159,37 5,08 2,24 28,13695 0,9250 20 12,19 82,96 4,94 17,13 71,17 100 1189,43 5,33 2,19 28,13695 0,9300 21
rata-rata 4,761 16,976 71,958 1163,998 5,249 2,175
150
Lampiran 4 : Tabel Hasil Immersion Test (Lanjutan)
Tabel 4.29 Hot mix Immersion Test AC-WC Dengan Kadar Aspal Optimum
Agregat Madura Pandaan
TRIAL MIX SERIES AC.WC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6142 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6714 ABSORBED AC. ( R ) 0,7928 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 4.30 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Madura Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 13 2,659 2,801 1,907 b . 05 - 10 mm ( FII ) 36 2,659 2,799 1,869 c . 00-05 mm ( FIII ) 51 2,640 2,777 1,870
Tabel 4.31 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Madura Pandaan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 64,38 64,05 64,42 64,3 6,25 5,496 1190,1 686,5 1201,6 515,1 2,310 2,432 2 65,05 65,26 65,38 65,2 6,25 5,496 1185,4 686,4 1195,8 509,4 2,327 2,432 3 65,1 65,2 65,05 65,1 6,25 5,496 1185,9 687,1 1195,9 508,8 2,331 2,432 Bulk Density rata-rata 2,323
Tabel 4.32 (Lanjutan) Hot mix Immersion Test AC-WC Dengan Kadar Aspal
Optimum Agregat Madura Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan
EFF - AC agg air v VMA filled reading adjust (mm) kn/mm kalibrasi
korelasi flow
I J K L M N O P Q R S T 12,27 82,83 5,00 17,27 71,07 99 1205,13 5,59 2,11 28,13695 0,9518 22
12,36 83,42 4,31 16,67 74,13 102 1209,95 5,84 2,03 28,13695 0,9275 23 12,38 83,56 4,16 16,54 74,85 105 1248,90 5,84 2,10 28,13695 0,9300 23
rata-rata 4,489 16,826 73,352 1221,328 5,757 2,080
151
Lampiran 4 : Tabel Hasil Immersion Test (Lanjutan)
Tabel 4.33 Hot mix Immersion Test AC-IX Dengan Kadar Aspal Optimum
Agregat Madura Pandaan
TRIAL MIX SERIES AC.WC COMPACTION BLOWS 2 x 75 PEN. GRADE ASPHALT CEMENT 60-70 AVG. BULK SP. GR. TOTAL AGG. ( U ) 2,6142 TEMPERATUR COMPACTINGS 1400C AVG.EFF.SP.GR.TOTAL AGG. ( v ) 2,6714 ABSORBED AC. ( R ) 0,7928 SPECIFIC GRAFITY AC. ( T ) 1,0332
Tabel 4.34 (Lanjutan) Hot mix Immersion Test AC-IX Dengan Kadar Aspal
Optimum Agregat Madura Pandaan
SIZE AGREGAT % J.( BULK ) J.( APP.) ABSORB a . 10 - 15 mm ( FI ) 13 2,659 2,801 1,907 b . 05 - 10 mm ( FII ) 36 2,659 2,799 1,869 c . 00-05 mm ( FIII ) 51 2,640 2,777 1,870
Tabel 4.35 (Lanjutan) Hot mix Immersion Test AC-IX Dengan Kadar Aspal
Optimum Agregat Madura Pandaan
tickness % ac by wt. of mix weight - grams bulk bulk max theo (mm) % AC % eff AC udara dlm air ssd vol. Cc. density Density No TINGGI CONTOH
A B B' C D E F G H 1 62,35 62,41 62,33 62,4 6,3 5,537 1188,5 680,9 1199,8 518,9 2,290 2,431 2 62,41 62,28 62,27 62,3 6,3 5,537 1191,1 678,8 1202,4 523,6 2,275 2,431 3 62,25 62,27 62,17 62,2 6,3 5,537 1194,5 680,1 1205,8 525,7 2,272 2,431 Bulk Density rata-rata 2,279
Tabel 4.36 (Lanjutan) Hot mix Immersion Test AC-IX Dengan Kadar Aspal
Optimum Agregat Madura Pandaan
volume % of total % % voids stability-kgs flow MQ pembacaan EFF - AC agg air v VMA filled reading adjust (mm) kn/mm
kalibrasi korelasi
flow
I J K L M N O P Q R S T 12,26 82,05 5,79 18,05 67,90 99 1294,65 5,84 2,17 28,13695 1,0225 23 12,17 81,49 6,44 18,61 65,42 103 1350,25 6,10 2,17 28,13695 1,0250 24
12,16 81,39 6,54 18,70 65,01 101 1327,26 5,84 2,23 28,13695 1,0275 23
rata-rata 6,257 18,452 66,109 1324,057 5,927 2,191
152
Lampiran 5 : Tebal Film
Tabel 5.1 Tebal Film Agregat Pandaan
GRADING Surface Area Surface ( 10-15 ) mm ( 05-10 ) mm ( 00-05 ) mm
Comb. Faktor Area SIZE
17% 28% 55% A
Spec.
B ( A x B )
3/4" 18 30,00 52,00 100 100 0,41 0,4100
1/2" 10,48 30,00 52,00 92,48 86 - 100 0,41 0,3792
3/8" 2,97 24,22 52,00 79,18 66 - 100 0,41 0,3246
4 0,06 7,66 47,17 54,89 51 - 75 0,41 0,2250
8 0,01 0,32 34,31 34,65 45 - 65 0,82 0,2841
16 0,09 20,06 20,15 37 - 57 2,87 0,5783
30 0,08 14,74 14,82 17 - 50 6,14 0,9099
50 0,08 11,06 11,13 12 - 38 12,29 1,3679
200 0,05 6,13 6,17 3 - 12 32,77 2,0219
TOTAL 6,5010
Tebal Film ( Um ) 7,6486
Tabel 5.2 Tebal Film Agregat Pandaan (AC-BC)
GRADING Surface Area Surface ( 10-15 ) mm ( 05-10 ) mm ( 00-05 ) mm
Comb. Faktor Area SIZE
23% 32% 45% A
Spec.
B ( A x B )
3/4" 23,00 32,00 45,00 100 100 0,41 0,4100
1/2" 13,39 32,00 45,00 90,39 86 - 100 0,41 0,3706
3/8" 3,79 25,83 45,00 74,62 66 - 100 0,41 0,3059
4 0,07 8,17 40,82 49,07 51 - 75 0,41 0,2012
8 0,02 0,35 29,69 30,05 45 - 65 0,82 0,2464
16 0,00 0,10 17,36 17,46 37 - 57 2,87 0,5011
30 0,09 12,75 12,84 17 - 50 6,14 0,7884
50 0,08 9,61 9,69 12 - 38 12,29 1,1909
200 0,05 5,30 5,35 3 - 12 32,77 1,7532
TOTAL 5,7677
Tebal Film ( Um ) 8,6211
153
Lampiran 5 : Tebal Film (Lanjutan)
Tabel 5.3 Tebal Film Agregat Pandaan (AC-IX)
GRADING Surface Area Surface ( 10-15 ) mm ( 05-10 ) mm ( 00-05 ) mm
Comb. Faktor Area SIZE
17% 28% 55% A
Spec.
B ( A x B )
3/4" 17 28 55 100 100 0,41 0,4100
3/8" 2,8 22,60 55 80,4 74 - 92 0,41 0,3296
# 4 0,05 7,15 49,90 57,1 48 - 70 0,41 0,2341
# 8 0,07 0,30 41,24 41,61 33 - 53 0,82 0,3412
# 30 0,09 21,21 21,3 15 - 30 2,87 0,6113
# 50 0,08 15,59 15,67 10 - 20 6,14 0,9621
# 200 0,04 6,48 6,52 4 - 9 32,77 2,1366
TOTAL 4,0629
tEBAL fILM ( MM ) Tebal Film ( Um ) 12,2386
154
Lampiran 5 : Tebal Film (Lanjutan)
Tabel 5.4 Tebal Film Agregat Pacitan AC-BC
GRADING Surface Area Surface ( 10-20 ) mm ( 05-10 ) mm ( 00-05 ) mm
Comb. Faktor Area SIZE
21% 33% 46% A
Spec.
B ( A x B )
1" 21 33 46 100 100 0,41 0,4100
3/4" 19,28 33 46 98,28 90 - 100 0,41 0,4029
1/2" 7,17 33 46 86,17 Max.90 0,41 0,3533
3/8" 0,76 29,60 46 76,36 0,41 0,3131
# 4 6,55 43,13 49,68 0,82 0,4074
# 8 0,05 32,79 32,84 23 -39 1,64 0,5386
# 16 20,73 20,73 2,87 0,5950
# 30 14,61 14,61 6,14 0,8971
# 50 11,33 11,33 12,29 1,3925
# 200 5,66 5,66 4 - 8 32,77 1,8548
TOTAL 6,6259
tEBAL fILM ( MM ) Tebal Film ( Um ) 7,5309
Tabel 5.5 Tebal Film Agregat Pacitan AC-WC
GRADING Surface Area Surface ( 10-15 ) mm ( 05-10 ) mm ( 00-05 ) mm
Comb. Faktor Area SIZE
13% 36% 51% A
Spec.
B ( A x B )
3/4" 13 36 51 100 100 0,41 0,4100
1/2" 4,85 36 51 91,85 90-100 0,41 0,3766
3/8" 0,56 32,3 51 83,86 max 100 0,41 0,3438
# 4 7,15 47,82 54,97 0,41 0,2254
# 8 0,05 36,35 36,4 28-58 0,82 0,2985
# 16 22,98 22,98 1,64 0,3769
# 30 16,19 16,19 2,87 0,4647
# 50 12,56 12,56 6,14 0,7712
# 200 6,28 6,28 4-10 32,77 2,0580
TOTAL 4,9481
tEBAL fILM ( MM ) Tebal Film ( Um ) 10,3162
155
Lampiran 5 : Tebal Film (Lanjutan)
Tabel 5.6 Tebal Film Agregat Pacitan AC-IX
GRADING Surface Area Surface ( 10-15 ) mm ( 05-10 ) mm ( 00-05 ) mm
Comb. Faktor Area SIZE
15% 27% 58% A
Spec.
B ( A x B )
3/4" 15 27 58 100 100 0,41 0,4100
3/8" 0,65 24,22 58 82,87 74-92 0,41 0,3398
# 4 5,36 54,38 59,74 48-70 0,82 0,4899
# 8 0,04 41,34 41,38 33-53 1,64 0,6786
# 30 18,32 18,32 15-30 6,14 1,1248
# 50 14,28 14,28 10 - 20 12,29 1,7550
# 200 7,14 7,14 4 - 10 32,77 2,3398
TOTAL 5,3829
tEBAL fILM ( MM ) Tebal Film ( Um ) 9,6834
156
Lampiran 5 : Tebal Film (Lanjutan)
Tabel 5.7 Tebal Film Agregat Madura Pandaan AC-BC
GRADING Surface Area Surface ( 10-20 ) mm ( 05-10 ) mm ( 00-05 ) mm
Comb. Faktor Area SIZE
22% 30% 48% A
Spec.
B ( A x B )
1" 22 30 48 100 100 0,41 0,4100
3/4" 17,68 30 48 95,68 90 - 100 0,41 0,3923
1/2" 9,42 30 48 87,42 Max.90 0,41 0,3584
3/8" 1,39 28,30 48 77,69 0,41 0,3185
#4 3,28 46,44 49,72 0,82 0,4077
#8 0,24 31,1 31,34 23 -39 1,64 0,5140
#16 20,04 20,04 2,87 0,5751
#30 14,52 14,52 6,14 0,8915
#50 11,43 11,43 12,2929 1,4051
#200 5,48 5,48 4 - 8 32,77 1,7958
TOTAL 6,5545
tEBAL fILM ( MM ) Tebal Film ( Um ) 8,5123
Tabel 5.8 Tebal Film Agregat Madura Pandaan AC-WC
GRADING Surface Area Surface ( 10-15 ) mm ( 05-10 ) mm ( 00-05 ) mm
Comb. Faktor Area SIZE
16% 28% 56% A
Spec.
B ( A x B )
3/4" 16 28 56 100 100 0,41 0,4100
1/2" 8,83 28 56 92,83 90 - 100 0,41 0,3806
3/8" 1,48 26,42 56 83,9 Max.90 0,41 0,3440
# 4 3,06 54,19 57,25 0,41 0,2347
# 8 0,23 36,28 36,51 28 -58 0,82 0,2994
# 16 23,29 23,29 1,64 0,3820
# 30 16,93 16,93 2,87 0,4859
# 50 13,34 13,34 6,14 0,8191
# 200 6,4 6,4 4 - 10 32,77 2,0973
TOTAL 5,0709
tEBAL fILM ( MM ) Tebal Film ( Um ) 11,0877
157
Lampiran 5 : Tebal Film (Lanjutan)
Tabel 5.9 Tebal Film Agregat Madura Pandaan AC-IX
GRADING Surface Area Surface ( 10-15 ) mm ( 05-10 ) mm ( 00-05 ) mm
Comb. Faktor Area SIZE
17% 23% 60% A
Spec.
B ( A x B )
3/4" 17 23 60 100 100 0,41 0,4100
3/8" 1,57 21,70 60 83,27 74 - 92 0,41 0,3414
# 4 2,51 58,06 60,57 48 - 70 0,41 0,2483
# 8 0,19 38,87 39,06 33 - 53 0,82 0,3203
# 30 18,14 18,14 15 - 30 2,87 0,5206
# 50 14,29 14,29 10 - 20 6,14 0,8774
# 200 6,85 6,85 4 - 10 32,77 2,2447
TOTAL 4,0854
tEBAL fILM ( MM ) Tebal Film ( Um ) 13,8694