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Kinerja Perkerasan Asphalt Concrete Wearing Course (AC-WC) pada Rendaman Air Sungai Mahakam Campur Tawas Berdasarkan Uji Marshall

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Academic year: 2023

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Lampiran 1. Persiapan Bahan

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Lampiran 2. Pembuatan Benda Uji Sampel

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Lampiran 3. Hasil Analisa Pengujian Sampel

t a b f g h i j n o p Koreksi q

(cm) (%) (%) (gram) Density VITM (%) Tebal Stabilitas (kg)

6,60 5,60 5,30 623,00 1,803 2,068 9,554 77,592 12,854 100,00 2224,22 2,525 5617,17

6,57 5,60 5,30 606,00 1,957 2,068 10,373 84,244 5,383 100,00 2224,22 2,393 5323,30

6,30 5,60 5,30 559,00 2,184 2,068 11,577 94,022 -5,599 110,00 2446,64 2,534 6198,90

1,993 3,628 5908,03

0,64 5,60 5,30 583,00 2,010 2,068 10,655 86,534 2,812 90,00 2001,80 2,428 4859,36

0,64 5,60 5,30 573,00 1,986 2,068 10,526 85,490 3,984 65,00 1445,74 2,532 3660,36

0,67 5,60 5,30 612,00 1,969 2,068 10,435 84,755 4,810 95,00 2113,01 2,524 5332,47

1,977 3,984 4496,41

0,64 5,60 5,30 574,00 2,042 2,068 10,822 87,891 1,288 70,00 1556,95 2,532 3941,92

0,65 5,60 5,30 613,00 1,966 2,068 10,418 84,616 4,965 80,00 1779,38 2,424 4313,50

0,64 5,60 5,30 582,00 2,019 2,068 10,700 86,904 2,395 70,00 1556,95 2,427 3778,21

1,992 14,240 74,716 3,680 4045,86 4,350 933,31

C 1175,00 1185,00 603,00 2,395 13,096 81,709 4,500 839,602

B 1205,00 1213,00 600,00 4,965 15,384 67,724 4,200 1027,025

A 1172,00 1184,00 610,00 1,288 12,109 89,366 3,800 1037,348

14,878 70,496 3,165 1420,37

C 1205,00 1217,00 605,00 4,810 15,245 68,450 3,750 1421,991

B 1138,00 1156,00 583,00 3,984 14,510 72,543 2,580 1418,743

A 1172,00 1183,00 600,00 2,812 13,466 79,121 3,000 1619,788

14,193 118,150 4,150 1470,68

C 1221,00 1139,00 580,00 -5,599 5,978 193,665 3,500 1771,114

B 1186,00 1197,00 591,00 5,383 15,756 65,833 3,250 1637,938

A 1123,00 1226,00 603,00 12,854 22,408 42,636 4,800 1170,243

(gram) (gram) (gram) VMA (%) VFWA (%) Flow (mm) (kg/mm)

c d e k l m r MQ

Sampel

12 jam 1 6,27 5,60 5,3075 1206 1211 601 610 1,977 2,115 10,493 82,997 6,510 17,003 61,713 6,510 110 2446,64 1,02 2497,61 4,80 520,34 2 6,77 5,60 5,3075 1189 1203 623 580 2,050 2,115 10,880 86,059 3,060 13,941 78,047 3,060 95 2113,01 0,89 1880,84 3,25 578,72 3 6,90 5,60 5,3075 1175 1183 593 590 1,992 2,115 10,570 83,605 5,825 16,395 64,469 5,825 55 1223,32 0,85 1043,77 3,50 298,22

2,006 15,780 68,077 5,132 1807,41 3,85 465,76

24 jam 1 6,57 5,60 5,3075 1200 1209 598 611 1,964 2,115 10,424 82,449 7,127 17,551 59,391 7,127 100 2224,22 0,92 2037,01 3,00 679,00 2 6,97 5,60 5,3075 1170 1176 612 564 2,074 2,115 11,010 87,086 1,903 12,914 85,261 1,903 90 2001,80 0,85 1695,07 2,58 657,00 3 6,53 5,60 5,3075 1190 1197 579 618 1,926 2,115 10,220 80,836 8,945 19,164 53,328 8,945 67 1490,23 0,92 1377,22 3,75 367,26

1,988 16,543 65,993 5,992 1703,10 3,11 567,76

48 jam 1 6,97 5,60 5,3075 1170 1192 618 574 2,038 2,115 10,818 85,569 3,612 14,431 74,968 3,612 90 2001,80 0,85 1695,07 3,80 446,07 2 6,53 5,60 5,3075 1185 1190 603 587 2,019 2,115 10,714 84,747 4,539 15,253 70,245 4,539 75 1668,17 0,92 1541,66 4,20 367,06 3 6,57 5,60 5,3075 1198 1220 629 591 2,027 2,115 10,759 85,097 4,145 14,903 72,190 4,145 70 1556,95 0,92 1425,91 4,50 316,87

2,028 14,862 72,468 4,098 1554,21 4,17 376,67

d (gram) Sampel t (cm) a (%) b (%) c

(gram) e (gram) f (gram) g Density h i j k l p VMA (%)

m VFWA(%)

n

VITM (%) o Koreksi tebal

q Stabilitas(

r Flow

MQ (kg/mm)

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Lampiran 4 Surat Keterangan Laboratorium

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Lampiran 5. Lembar Konsultasi

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Referensi