68
LAMPIRAN
Lampiran 1 : Dokumentasi Tugas Akhir
69
Dokumentasi Benda Uji Kegiatan
pengangkatan benda uji kemudian di lap hingga
kering permukaan
persiapan alat uji mrshall
mengatur arlogi
Banda Uji
70
Dokumentasi Benda Uji Kegiatan
Benda Uji 2B dan 2C
Banda Uji 3A dan 3B Benda Uji 1A dan 1B
Benda Uji 1C dan 2A
Lampiran 2 : Data dan Hasil Pengujian
: Lap. Teknik Sipil Universitas Muhammadiyah Kalimantan Timur
: AC - WC
: Kalima Husada
Kadar Aspal (%)
Kadar Filler (%)
Nama Sampel
Berat aspal Kering (gr)
Berat aspal Dalam Air (gr)
Berat aspal SSD (gr)
Tebal Rata-rata (cm)
Aspal Terhadap Batuan (%)
Volume Isi
(gram) Density Berat Jenis
Maksimum i j
Jumlah Kandungan
rongga VMA
(%) VFA (%)
VIM (%)
Pembacaan
Sabilitas p Koreksi Tebal
Sabilitas (gr)
Flow (mm)
Marshall Quetient
1A1 1179 612 1188 6.37 576 2.047 8.633 79.697 11.671 20.303 42.518 11.671 120 2669.064 0.995 2655.719 4.5 590.160
1A2 1180 615 1188 6.43 573 2.059 8.685 80.182 11.133 19.818 43.824 11.133 112 2491.126 0.939 2338.337 5.9 399.716
1A3 1188 621 1194 6.40 573 2.073 8.744 80.726 10.530 19.274 45.366 10.530 115 2557.853 0.957 2448.718 3.5 703.655
2.060 19.799 43.903 11.111 2480.925 4.6 564.510
1B1 1181 605 1189 6.52 584 2.022 8.529 78.738 12.733 21.262 40.113 12.733 103 2290.947 0.928 2126.415 5.8 364.112
1B2 1199 623 1204 6.51 581 2.064 8.703 80.351 10.945 19.649 44.295 10.945 118 2624.580 0.930 2440.859 5.4 451.175
1B3 1181 598 1188 6.40 590 2.002 8.442 77.938 13.620 22.062 38.264 13.620 101 2246.462 0.957 2150.613 3.8 567.444
2.029 20.991 40.891 12.433 2239.296 5.0 460.911
1C1 1182 598 1185 6.32 587 2.014 8.492 78.402 13.105 21.598 39.321 13.105 96 2135.251 1.008 2151.266 4.4 485.613
1C2 1160 606 1163 6.34 557 2.083 8.783 81.087 10.130 18.913 46.440 10.130 98 2179.736 1.002 2183.368 3.5 627.405
1C3 1189 608 1194 6.36 586 2.029 8.557 79.001 12.442 20.999 40.751 12.442 78 1734.892 0.998 1730.554 4.3 407.189
2.042 20.503 42.171 11.892 2021.729 4.1 506.736
2A1 1200 609 1206 6.46 597 2.010 9.419 77.853 12.728 22.147 42.531 12.728 105 2335.431 0.944 2203.798 3.6 612.166
2A2 1188 602 1194 6.33 592 2.007 9.404 77.726 12.871 22.274 42.218 12.871 100 2224.220 1.006 2237.195 2.4 932.164
2A3 1185 611 1193 6.44 582 2.036 9.541 78.861 11.597 21.139 45.136 11.597 109 2424.400 0.931 2256.308 2.6 861.186
2.018 21.853 43.295 12.399 2232.433 2.9 801.839
2B1 1196 613 1201 6.37 588 2.034 9.531 78.781 11.687 21.219 44.920 11.687 106 2357.673 0.994 2343.920 2.7 874.597
2B2 1184 608 1193 6.38 585 2.024 9.484 78.391 12.125 21.609 43.890 12.125 106 2357.673 0.993 2341.955 2.3 1027.173
2B3 1194 610 1201 6.36 591 2.020 9.467 78.250 12.282 21.750 43.528 12.282 106 2357.673 0.997 2349.814 3.7 638.536
2.026 21.526 44.113 12.032 2345.230 2.9 846.769
2C1 1188 607 1189 6.17 582 2.041 9.565 79.061 11.374 20.939 45.682 11.374 119 2646.822 1.045 2766.480 4.0 684.772
2C2 1194 609 1197 6.43 588 2.031 9.516 78.650 11.835 21.350 44.568 11.835 93 2068.525 0.936 1936.139 4.9 396.750
2C3 1227 636 1233 6.61 597 2.055 9.631 79.605 10.764 20.395 47.223 10.764 105 2335.431 0.905 2113.565 3.3 640.474
2.042 20.895 45.824 11.324 2272.061 4.1 573.999
3A1 1178 598 1183 6.08 585 2.014 11.323 77.173 11.504 22.827 49.604 11.504 121 2691.306 1.073 2888.669 3.9 748.360
3A2 1179 602 1186 6.14 584 2.019 11.352 77.370 11.277 22.630 50.166 11.277 138 3069.424 1.056 3240.160 4.0 802.020
3A3 1186 612 1193 6.15 581 2.041 11.479 78.232 10.290 21.768 52.731 10.290 98 2179.736 1.051 2291.901 4.9 465.834
2.025 22.408 50.834 11.024 2806.910 4.3 672.071
3B1 1202 624 1206 6.17 582 2.065 11.614 79.151 9.236 20.849 55.703 9.236 116 2580.095 1.047 2702.112 3.8 718.647
3B2 1172 595 1172 6.08 577 2.031 11.422 77.844 10.734 22.156 51.552 10.734 102 2268.704 1.074 2437.439 1.7 1450.857
3B3 1206 615 1211 6.24 596 2.023 11.379 77.549 11.073 22.451 50.681 11.073 103 2290.947 1.028 2355.857 2.7 869.320
2.040 21.819 52.646 10.347 2498.469 2.7 1012.941
3C1 1181 608 1183 6.06 575 2.054 11.550 78.715 9.736 21.285 54.261 9.736 106 2357.673 1.080 2545.305 3.0 840.035
3C2 1197 604 1198 6.12 594 2.015 11.332 77.229 11.439 22.771 49.764 11.439 105 2335.431 1.063 2482.369 4.1 612.931
3C3 1177 593 1179 6.04 586 2.009 11.294 76.976 11.730 23.024 49.054 11.730 113 2513.369 1.087 2731.717 2.5 1088.334
2.026 22.360 51.026 10.968 2586.464 3.2 847.100
4A1 1183 597 1184 6.05 587 2.015 13.221 76.414 10.364 23.586 56.058 10.364 88 1957.314 1.083 2119.200 5.1 413.099
4A2 1187 605 1188 6.14 583 2.036 13.357 77.199 9.444 22.801 58.581 9.444 70 1556.954 1.055 1641.938 4.4 377.457
4A3 1181 598 1184 6.11 586 2.015 13.222 76.415 10.363 23.585 56.061 10.363 70 1556.954 1.066 1659.778 2.6 635.930
2.022 23.324 56.900 10.057 1806.972 4.0 475.496
4B1 1171 594 1173 6.16 579 2.022 13.268 76.684 10.047 23.316 56.907 10.047 88 1957.314 1.049 2053.956 4.1 503.421
4B2 1180 598 1183 6.14 585 2.017 13.233 76.481 10.286 23.519 56.266 10.286 76 1690.407 1.057 1786.197 3.6 497.548
4B3 1159 592 1161 6.01 569 2.037 13.363 77.232 9.405 22.768 58.693 9.405 101 2246.462 1.097 2465.024 4.5 550.229
2.025 23.201 57.289 9.913 2101.726 4.1 517.066
4C1 1173 596 1175 6.07 579 2.026 13.291 76.815 9.894 23.185 57.326 9.894 96 2135.251 1.076 2298.509 5.5 421.745
4C2 1184 608 1187 6.19 579 2.045 13.415 77.536 9.049 22.464 59.719 9.049 74 1645.923 1.040 1711.760 5.6 306.767
4C3 1193 612 1195 6.19 583 2.046 13.425 77.589 8.986 22.411 59.903 8.986 85 1890.587 1.040 1966.210 5.6 353.635
2.039 22.687 58.983 9.310 1992.160 5.5 360.716
Berat jenis agregat gabungan 2.453 berat jenis Aspal 1.067 kalibrasi poving ring 22.2422 2.553 2.733
2.317
2.303
3,5%
5%
6%
4.7
5.3
6.4 3,5%
5%
6%
6%
6 6%
2.275
2.248 3,5%
5% 7.5
berat jenis Agregat Kasar bert jenis Agregat Halus
HASIL PENGUJIAN MARSHALL TEST UNTUK KADAR ASPAL OPTIMAL JL. Ir. H. Juanda No.15, Sidodadi, Kec. Samarinda Ulu, Kota Samarinda, Kalimantan Timur 75124 Telp. (0541) 748511
LABORATORIUM UNIVERSITAS MUHAMMADYAH KALIAMANTAN TIMUR PRODI TEKNIK SIPIL
FAKULTAS SAINS DAN TEKNOLOGI UNIVERSITAS MUHAMMADIYAH KALIMANTAN TIMUR
4.5
5 Asal Material Jenis Campuran Di Kerjakan Oleh
3,5%
5%
7
