Aspal Beton

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Aspal beton adalah jenis perkerasan jalan yang terdiri dari campuran agregat degan aspal, dengan atau tanpa bahan tambahan, yang dicampur, dihamparkan dan dipadatkan pada suhu tertentu.Campuran beraspal menggunakan aspal cemen/aspal keras yang dicampur pada suhu 1400 – 1600 C dan dihampar dan dipadatkan dalam kondisi panas disebut aspal campuran panas (Hot mix Asphalt).Campuran beraspal yang menggunakan aspal cair dan dicampur pada suhu ruang dikenal sebagai aspal campuran dingin (Cold Mix Asphalt).

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  • Aspal BetonAspal beton adalah jenis perkerasan jalan yang terdiri dari campuran agregat degan aspal, dengan atau tanpa bahan tambahan, yang dicampur, dihamparkan dan dipadatkan pada suhu tertentu.Campuran beraspal menggunakan aspal cemen/aspal keras yang dicampur pada suhu 1400 1600 C dan dihampar dan dipadatkan dalam kondisi panas disebut aspal campuran panas (Hot mix Asphalt)Campuran beraspal yang menggunakan aspal cair dan dicampur pada suhu ruang dikenal sebagai aspal campuran dingin (Cold Mix Asphalt)

  • Karakteristik Beton AspalStabilitas, adalah kemampuan perkerasan aspal menerima baban lalu lintas tanpa terjadi perubahan bentuk tetap, seperti gelombang, alur dan bleeding.Faktor yang mempengaruhi niali stabilitas beton aspal :- Gesekan internal, yang berasal dari kekasaran permukaan butiran agregat, luas bidang kontak, bentuk butiran, gradasi agregat, kepadatan campuran dan tebal film aspal- Kohesi, adalah gaya iktan aspal yang berasal dari daya lekat aspal terhadap agregat. Daya kohesi terutama ditentukab oleh penetrasi aspal, perubahan viscositas akibat temperatur, tingkat pembebanan, komposisi kimiawi aspal, efek dari wakti dan umur aspal.Keawetan/durabilitas, adalah kemampuan beton aspal menerima repetisi beban lalu lintas seperti berat kendaraan dan gesekan antara roda kendaraan dgn permukaan jalan, serta menahan keausan akibat pengaruh suhu dan iklimKelenturan/fleksibilitas adalah kemampuanbeonaspal untuk menyesusikan diri akibat penurunan danpergerakan dari pondasi atau tanah dasar, tanpa terjadinya retak

  • Ketahan terhadap kelelahan/Fatique reistance, adalah kemampuan beton aspal menerima lendutan berulang akibat repetisi beban, tanpa terjadinya kelelahan berupa alur dan retakKekesatan/tahanan geser /Skid resistance, adalah kemampuan permukaan beton aspal terutama kondisi basah, memebrikan gaya gesk pada roda kendaraan sehinga kendaraan tidak tergelincir atau slip Kerdap air/impermeabilitas, adalah kemapuan beton aspal untuk tidak dapat dimasuki air ataupun udara kedalam lapisan beton aspal.Mudah dilaksanakan/Workability, adalah kemampuan campuran beton aspal untuk mudah dihamparkan dan dipadatkan. Tingkat workability menentukan tingkat efisiensi pekerjaan.

  • Skema Volume Beton Aspal

    UDARA

    ASPAL

    AGREGAT

    VIM

    Vmb

    Vmm

    VMA

    Vsb

    Vse

    Va

    VFA

    Vab

  • Vmb = volume bulk campuran beton aspal padatVsb = volume bulk dari agregatVse = volume efektif agregatVMA = volume pori antara butiran agregat di dalam beton aspal padatVmm = volume tanpa pori udara dari aspal beton padatVIM = Volume pori udara dalam aspal beton padatVFA = Volume pori antar agregat yang terisi aspal pada beton aspalVab = Volume aspal yang terabsorbsi ke dalam agregat dari beton aspal padat

  • Ilustrasi VIM dan VMA Beton Aspal Padat

  • A1. Persamaan-persamaan MarshallBerat Jenis Bulk dari total agregat:Berat Jenis Aparent dari Total Agregat :Berat Jenis Efektif dari Total Agregat:

  • Berat Jenis Teoritikal Maksimum dari Campuran (Compacted Mixture):

    Rongga Udara dalam Campuran (Void in the Compacted Mixture) dalam persen terhadap total volume:

    Rongga dalam mineral agregat (Void in the Mineral Aggregate) dalam persen terhadap total volume:

  • Berat isi atau kepadatan (density)

    Density = Berat benda uji di udara

    Kepadatan agregat terkompaksi (Compacted Aggregate Density):Persen rongga terisi aspal (Voids Filled with Binder) dalam persen terhadap VMA: Isi benda uji

  • Pengujian MarshallPengujian marshall untuk mengetahui kinerja beton aspal yang dikembangkan pertama kali oleh Bruce Marshall dan dilanjutkan oleh US Corps Engineer.Alat marshall merupakan alat tekan yang dilengkapi dengan proving ring (Cincin penguji) berkapasitas 22.2 KN dan flow meter. Proving ring digunakan untuk mengukur stabilitas dan flow meter utnuk mengukur kelelehan plastisBenda uji marshall berbentuk silinder dengan diamater 4 inchi (10,2 cm) dan tinggi 2,5 inchi (6,35 cm)Prosedur pengujian marshall mengikuti SNI 06-2489-1991Secara garis besar pengujian marshall meliputi :-persiapan benda uji- Penentuan berat jenis benda uji- Pemeriksaan nilai stabilitas dan flow- Perhitungan sifat volumetrik benda uji

  • JOB MIX DESIGNRancangan campuran bertujuan untuk mendapatkan resep campuran dari material yang terdapat dilokasi sehingga dihasilkan campuran yang memenuhi spesifikasi campuran yang telah ditetapkan.Metoda rancangan berdasarkan pengujian empiris terdiri dari 4 tahap:1. Menguji Sifat Agregat dan aspal yang akan digunakan sebagai bahan campuran2. Rancangan campuran di laboratoriumyang menghasilkan rumus campuran3. Kalibrasi hasil rancangan campuran ke instalasi pencampuran yang akan digunakan.4. Berdasarkan rumus campuran dilakukan percobaan campuran dan penghamparan dan pemadatan

  • Yes

    No

    STAR

    Tentukan Standar Yang Digunakan

    Pemilihan Dan Pengadaan Bahan

    Pengujian Agregat

    Pengujian Filler

    Pengujian Aspal Bitumen

    Sesuai Standar?

    Pembuatan Benda uji Marshall Pada interval kadar aspal mendekati optimum

    Pengujian Marshall Untuk Mendapatkan Kadar Aspal Optimum

    Pembuatan Benda Uji dengan Kadar Aspal Optimum

    Penguian Marshall pada kondisi kadar aspal optimum

    Sesuai Standar?

    Stop

  • Syarat Aspal Keras

    NoJenis PengujianPersyaratanSatuanPen. 60/70Pen. 80/100MinMaxMinMax1.Penetrasi (25 0C, 100 gr, 5 detik)607980990.1 mm2.Titik Lembek (Ring and Ball)485846540C3.Daktilitas (25 0C, 5 cm/menit)100-100-cm4.Kehilangan Berat (1650C, 5 Jam)*-0,8-0,1% berat5.Berat Jenis (25 0C)1-1--6.Penetrasi setelah kehilangan berat*54-50-% semula7.Daktilitas setelah kehilangan berat*50-75-cm

  • Syarat Agregat

    rangkuman

    Tabel Hasil Pengujian Aspal Keras Pen 60/70

    No.Jenis PengujianMetode PengujianSatuanHasil PengujianSpesifikasi

    Min.Mak.

    1Penetrasi (250 C, 5 detik, 100 gr.)SNI 06-2456-19910.160.56079

    2Titik LembekSNI 06-2434-19910C50.154858

    3DaktilitasSNI 06-2432-1991Cm.> 140100-

    4Titik NyalaSNI 06-2433-19910C305200-

    5Berat JenisSNI 06-2488-1991gr./ml1,0241-

    6Kelarutan dalam C2HCl3BS 2000: Part 45 1983%99.5999-

    7Kehilangan Berat (Thin Film Over Test)SNI 06-2441-1991%0.0030.8

    8Penetrasi Setelah Kehilangan Berat(250 C, 5 detik, 100 gr.)SNI 06-2456-1991% Asli9154-

    9Daktilitas Setelah Kehilangan BeratSNI 06-2432-1991Cm.> 14050-

    10Titik Lembek Setelah Kehilangan BeratSNI 06-2434-19910C52.1--

    11Viscositas Dengan Alat Saybolt FurolBS 2000: Part 72 1983--

    1200 CCst.601.167--

    1400 CCst.204.636--

    1600 CCst.136.167--

    1800 CCst.90.667--

    12Temperatur Pencampuran (Viscositas 170 Cst)0C154--

    13Temperatur Pemadatan (Viscositas 280 Cst)0C138--

    viscositas

    Tabel viscositas

    No.Temperatur (0C)Viscositas (SFS)Viscositas (CSt)

    1120284.1601.167

    214097.5204.636

    316065.8136.167

    418044.690.667

    viscositas

    0

    0

    0

    0

    280

    170

    138

    154

    Temperatur (0C)

    Viscositas Kinematik (CSt)

    Sheet1

    Tabel Hasil test Aggregat kasar

    No.Jenis PengujianMetode PengujianSatuanSpesifikasi Bina Marga

    Min.Mak.

    I. Agregat Kasar

    1Berat JenisSNI-1969-1990-F

    - Berat Jenis Bulk-2,5

    - Berat Jenis SSD---

    - Berat Jenis Apparent---

    - Berat Jenis Efektif---

    - Penyerapan%-3

    2Pengujian Los Angeles AbrasionSNI 03-2417-1991%-40

    3Kelekatan Terhadap AspalSNI-2436-1991%95-

    4Aggregate Impact ValueBS 812: Part 3: 1975%--

    5Aggregate Crushing ValueBS 812: Part 3: 1975%--

    6Indeks KepipihanBS 812: Part 1: 1975%-25

    7Indeks KelonjonganBS 812: Part 1: 1975%--

    8Angka AngularitasBS 812: Part 1: 1975---

    II. Agregat Halus

    9Berat JenisSNI-1969-1990-F

    - Berat Jenis Bulk-2,5

    - Berat Jenis SSD---

    - Berat Jenis Apparent---

    - Berat Jenis Efektif---

    - Penyerapan%-3

    10Sand Equivalent ValueSNI 03-4428-1997%50-

    Bj agg. Kasar

    Tabel Berat Jenis dan Penyerapan Air Agregat Kasar

    UraianSatuanHasil

    IIIRata-rata

    Berat benda uji kering oven (Bk)gram935.71030.7

    Berat benda uji kering permukaan (SSD) (Bj)gram952.81048.9

    Berat benda uji didalam air (Ba)gram598.4658.0

    Berat Jenis Bulk = Bk/(Bj-Ba)2.6402.6372.638

    Berat Jenis SSD = Bj/(Bj-Ba)2.6882.6832.686

    Berat Jenis Semu (Apparent) = Bk/(Bk-Ba)2.7742.7652.770

    Berat Jenis Efektif = (Bj Bulk + Bj App.) / 22.7072.7012.704

    Penyerapan = ((Bj-Bk)/Bk) * 100%%1.8281.7661.797

    Tabel Pengujian Berat Jenis dan Penyerapan Air Agregat Halus

    UraianSatuanHasil

    IIIRata-rata

    Berat Benda Uji Kering Permukaan (SSD) 500gram500500

    Berat Benda Uji Kering Oven (BK)gram496.8496.8

    Berat Piknometer diisi air (B)gram1338.81355.3

    Berat Piknometer + Benda uji + Air (Bt)gram1642.11668.32

    Berat Jenis Bulk = BK / (B + 500 - Bt)2.5262.6572.592

    Berat Jenis SSD = 500 / (B + 500 - Bt)2.5422.6742.608

    Berat Jenis Semu (Apparent) = BK / (B + BK - Bt)2.5682.7032.636

    Berat Jenis Efektif = (Bj. Bulk / Bj. App.) / 22.5472.61252.580

    Penyerapan = ((500 - BK) / BK) x 100%%0.6370.6370.637

    Tabel Pengujian Berat Jenis Filler Abu Sawit

    UraianSatuanHasil

    IIIRata-rata

    Berat Piknometer + Benda uji (W2)gram58.7274.60

    Berat Piknometer (W1)gram41.9657.36

    Berat Benda uji ( Wt = W2 - W1)gram16.7617.24

    Berat Piknometer + Benda uji + Air (W3)gram150.82168.34

    Berat Piknometer + Air (W4)gram141.44158.60

    W5 = (W2 - W1) + W4158.20175.84

    Isi Tanah (W5 - W3)cc7.387.50

    Berat Jenis = Wt / (W5 - W3)2.2712.2992.285

    Tabel Pengujian Berat Jenis Filler Kapur

    UraianSatuanHasil

    IIIRata-rata

    Berat Piknometer + Benda uji (W2)gram69.6169.58

    Berat Piknometer (W1)gram52.7645.43

    Berat Benda uji ( Wt = W2 - W1)gram16.8524.15

    Berat Piknometer + Benda uji + Air (W3)gram172.09158.24

    Berat Piknometer + Air (W4)gram161.52143.01

    W5 = (W2 - W1) + W4178.37167.16

    Isi Tanah (W5 - W3)cc6.288.92

    Berat Jenis = Wt / (W5 - W3)2.6832.7072.695

    Tabel Pengujian Berat Jenis Filler Semen Portland

    UraianSatuanHasil

    IIIRata-rata

    Berat Piknometer + Benda uji (W2)gram67.1957.84

    Berat Piknometer (W1)gram49.2942.74

    Berat Benda uji ( Wt = W2 - W1)gram17.9015.10

    Berat Piknometer + Benda uji + Air (W3)gram136.00134.25

    Berat Piknometer + Air (W4)gram122.83123.08

    W5 = (W2 - W1) + W4140.73138.18

    Isi Tanah (W5 - W3)cc4.733.93

    Berat Jenis = Wt / (W5 - W3)3.7843.842

    Berat Jenis Semen = Berat Jenis x 0.83.0273.0743.051

    NB : 0.8 Adalah Berat Jenis Minyak Tanah (Kerosin)

  • Bahan filler berasal dari abu batu, terak dan bahan yang serupa yang bebas dari bahan bahan organik dan mempunyai nilai indeks plastisitas tidak lebih besar dari 4.Bahan pengisi (filler) harus kering dan bebas dari bahan lain yang mengganggu dan apabila dilakukan pengujian analisa saringan secara basah, harus memenuhi gradasi seperti pada Tabel sebagai berikut :FILLER

    Ukuran SaringanPersentase Berat yang lolosNo. 30(0,590 mm)100No.50(0,279 mm)95 100No. 100(0,149 mm)90 100No. 200(0,074 mm)65 100

  • Macam Gradasi Untuk Laston

    No. CampuranIIIIIIIVVVIVIIVIIIIXXXIGradasi/TeksturKasarKasarRapatRapatRapatRapatRapatRapatRapatRapatRapatTebal padat (mm)20 40 25 50 20 40 25 25 40 65 50 75 40 50 20 40 40 65 40 65 40 65 Ukuran saringan% berat yang lolos saringan1 (38.1 mm) -----100-----1 (25.4 mm)----10090 100 --100100- (19.1 mm)-100-10080 100 82 100 100-80 100 85 100 100 (12.7 mm)10075 100 10080 100 -72 90 80 100 100---3/8 (9.52 mm)75 10065 85 80 100 70 90 60 80 ---65 85 56 78 74 92 no. 4 (4.76 mm)35 55 35 55 55 75 50 70 48 65 52 70 54 72 62 80 46 65 36 60 48 70 no. 8 (2.38 mm)20 35 20 35 35 50 35 50 35 50 40 56 42 58 44 60 34 54 27 47 33 53 no. 30 (0.59 mm)10 22 10 22 18 29 18 29 19 30 24 36 26 38 28 40 20 35 13 28 15 30 no. 50 (0.27 mm)6 16 6 16 13 23 13 23 13 23 16 26 18 28 20 30 16 26 9 20 10 20 no. 100 (0.149 mm)4 12 4 12 8 16 8 16 7 15 10 18 12 20 12 30 10 18 --no. 200 (0.074 mm)2 8 2 8 4 10 4 10 1 8 6 12 6 12 6 12 5 10 4 8 4 9

  • Syarat Campuran Laston

    Sifat CampuranL.L. BeratL.L. SedangL.L. Ringan(2x75 tumb)(2x50 tumb)(2x35 tumb)MinMaxMinMaxMinMaxStabilitas (kg)550-450-350-Kelelehan (mm)2424,525Marshall Quotient, (Stabilitas/Kelelehan) (kg/mm)200350200350200350Rongga dalam campuran, VIM (%)353535Rongga dalam agregat, VMA (%)Lihat Tabel 2.5Indeks Perendaman (%)7575-75-

  • Syarat VMA

    Ukuran Maksimum Nominal AgregatPersentase Minimum Rongga Dalam AgregatNo. 161,18 mm23,5No. 82,36 mm21No. 44,75 mm183/8 inch9,50 mm16 inch12,50 mm15 inch19,00 mm141 inch25,00 mm131 inch37,50 mm122 inch50,00 mm11,52 inch63,00 mm11

  • Contoh Perhitungan :Berat jenis Agregat Kasar: BJ Bulk = 2.638 BJ SSD = 2.686 BJ Aparent = 2.770

    Berat Jenisa Agregat Halus : BJ Bulk = 2.596 BJ SSD = 2.608 BJ Aparent = 2.636

    Berat Jenis Filler ; BJ Filler = 3.14

    Berat Jenis Aspal : BJ Aspal = 1.04

  • Berat Jenis BulkSSDAparentEfektif ((Bulk+Apparent)/2)Agregat Kasar2,6382,6862,772,704Agregat Halus2,5962,6082,6362,616Filler3,14Aspal1,04

    Komposisi Agregat

    Agregat Kasar0,41Agregat Halus0,53Filler0,061,00

  • Semen

    Lampiran C1. Tabel Hasil Test Marshall Dengan Filler 100% Semen

    Bj Aspal:1.0374Bj Bulk Agregat:2.715Suhu Pencampuran: 160 0C

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.775Suhu Pemadatan: 140 0C

    Bj Effektif Agregat:2.745

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651249.51254.9728.0526.92.3712.53617.0136.49061.90.96850.01071.01028.22.80367.202.253

    25.2651248.61256.4724.0532.42.3452.53617.9297.52358.00.96869.01094.91051.12.80375.412.228

    35.2651239.11250.0720.0530.02.3382.53618.1857.81157.00.96889.01120.11075.32.90370.802.221

    Rata-rata529.82.3522.53617.7097.27559.00.96869.31095.41051.52.83371.142.234

    15.2661259.41261.1740.0521.12.4172.49817.0133.25180.91.00913.01150.41150.43.30348.602.272

    25.2661255.51260.7733.0527.72.3792.49817.6174.75773.00.96946.01192.01144.33.50326.942.236

    35.2661255.01258.5736.0522.52.4022.49816.8303.84777.11.00955.01203.31203.33.40353.912.258

    Rata-rata523.82.3992.49817.1543.95277.00.99938.01181.91166.03.40343.152.255

    15.2671267.61269.3740.0529.32.3952.46117.9572.69485.00.961016.01280.21229.03.40361.462.227

    25.2671269.81271.2743.0528.22.4042.46117.6432.32286.80.961035.01304.11251.93.60347.762.236

    35.2671272.41274.2745.0529.22.4042.46117.6312.30786.90.961045.01316.71264.03.60351.122.236

    Rata-rata528.92.4012.46117.7442.44186.30.961032.01300.31248.33.53353.452.233

    15.2681279.61279.8748.0531.82.4062.42518.4560.79295.70.96950.01197.01149.13.70310.572.214

    25.2681274.71275.0745.0530.02.4052.42518.4920.83695.50.96810.01020.6979.83.80257.842.213

    35.2681268.91269.0742.0527.02.4082.42518.4010.72596.10.96989.01246.11196.33.90306.742.215

    Rata-rata529.62.4062.42518.4500.78495.70.96916.31154.61108.43.80291.722.214

    15.2691280.91281.2738.0543.22.3582.39120.9551.36193.50.93779.0981.5912.84.10222.642.146

    25.2691279.31279.6737.0542.62.3582.39120.9661.37593.40.93835.01052.1978.54.20232.972.146

    35.2691278.91279.8735.0544.82.3472.39121.3101.80491.50.93815.01026.9955.04.40217.052.136

    Rata-rata543.52.3542.39121.0771.51492.80.93809.71020.2948.84.23224.222.143

    KAO-Se (ok)

    Lampiran C4. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    Untuk Filler 100% Semen

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    6,25 %

    KAO-Se (ok)

    6.4901621471

    7.5228310876

    7.8108672601

    7.2746201649

    3.2510890086

    4.7569943333

    3.8474291554

    3.9518374991

    2.6937831473

    2.3219058233

    2.3068582564

    2.4408490757

    0.7916237203

    0.8358806257

    0.7251532202

    0.7842191887

    1.3610954169

    1.3753700468

    1.8043465063

    100% Semen

    Kadar Aspal (%)

    VIM (%)

    50-50

    17.0129059155

    17.9293677177

    18.184990928

    17.7090881871

    17.0129059155

    17.6172344952

    16.8304838646

    17.1535414251

    17.9568785656

    17.6433325513

    17.6306452904

    17.7436188024

    18.4558864468

    18.492263316

    18.4012511609

    18.4498003079

    20.9547555411

    20.9661946545

    21.3099591078

    100% Semen

    Kadar Aspal (%)

    VMA (%)

    KAO-50 (ok)

    367.2

    375.408

    370.8049655172

    371.1376551724

    348.6

    326.9376

    353.9117647059

    343.1497882353

    361.4569411765

    347.76

    351.12

    353.4456470588

    310.572972973

    257.8357894737

    306.7421538462

    291.7169720976

    222.642

    232.965

    217.0493181818

    100% Semen

    Kadar Aspal (%)

    MQ (Kg/mm)

    Sawit

    1028.16

    1051.1424

    1075.3344

    1051.5456

    1150.38

    1144.2816

    1203.3

    1165.9872

    1228.9536

    1251.936

    1264.032

    1248.3072

    1149.12

    979.776

    1196.2944

    1108.3968

    912.8322

    978.453

    955.017

    100% Semen

    Kadar Aspal (%)

    Stabilitas (Kg)

    KAO-As (ok)

    2.8

    2.8

    2.9

    2.8333333333

    3.3

    3.5

    3.4

    3.4

    3.4

    3.6

    3.6

    3.5333333333

    3.7

    3.8

    3.9

    3.8

    4.1

    4.2

    4.4

    100% Semen

    Kadar Aspal (%)

    Flow (mm)

    Resume-Graf (ok)

    Lampiran C2. Tabel Hasil Test Marshall Dengan Filler 50% Semen - 50% Abu Sawit

    Bj Aspal:1.0374Bj Bulk Agregat:2.679Suhu Pencampuran: 160 0C

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.737Suhu Pemadatan: 140 0C

    Bj Effektif Agregat:2.708

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651139.61148.0633.0515.02.2132.50621.52111.70245.631.00765.0963.9963.902.70357.02.102

    25.2651144.81151.8640.0511.82.2372.50620.67010.74448.021.00788.0992.9992.882.90342.42.125

    35.2651145.61152.8644.0508.82.2522.50620.14610.15549.591.04795.01001.71041.772.80372.12.139

    Rata-rata511.92.2342.50620.77910.86747.751.0133333333782.7986.2999.522.80357.12.122

    15.2661144.11148.6648.0500.62.2852.46919.7987.44462.401.04820.01033.21074.533.10346.62.148

    25.2661156.01159.7650.0509.72.2682.46920.4108.15160.061.00837.01054.61054.623.20329.62.132

    35.2661151.11156.7652.0504.72.2812.46919.9637.63461.761.04865.01089.91133.503.10365.62.144

    Rata-rata505.02.2782.46920.0577.74361.411.0266666667840.71059.21087.553.13347.32.141

    15.2671164.41166.5663.0503.52.3132.43419.7084.96974.791.04885.01115.11159.703.20362.42.151

    25.2671165.01167.0669.0498.02.3392.43418.7803.87079.391.04890.01121.41166.263.40343.02.176

    35.2671163.41165.5665.0500.52.3242.43419.2964.48276.771.04900.01134.01179.363.30357.42.162

    Rata-rata500.72.3252.43419.2624.44076.981.04891.71123.51168.443.30354.32.163

    15.2681173.41174.5672.0502.52.3352.39919.7982.65686.591.04910.01146.61192.463.40350.72.148

    25.2681179.91181.1676.0505.12.3362.39919.7692.62086.751.04890.01121.41166.263.50333.22.149

    35.2681176.81177.7673.0504.72.3322.39919.9172.79985.951.04910.01146.61192.463.70322.32.145

    Rata-rata504.12.3342.39919.8282.69286.431.04903.31138.21183.733.53335.42.148

    15.2691176.11179.9671.0508.92.3112.36521.4882.28489.371.04885.01115.11159.703.80305.22.103

    25.2691176.71177.2669.0508.22.3152.36521.3392.10090.161.04870.01096.21140.053.90292.32.107

    35.2691179.91180.4670.0510.42.3122.36521.4652.25789.491.00875.01102.51102.503.80290.12.104

    Rata-rata509.22.3132.36521.4312.21489.671.0266666667876.71104.61134.083.83295.92.105

    Lampiran C5. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    Untuk Filler 50% Semen - 50% Abu Sawit

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    7,55 %

    11.701876427

    10.7443736194

    10.1553615681

    10.8672038715

    7.4441935434

    8.1511486544

    7.6343952384

    7.7432458121

    4.9693127719

    3.8702681948

    4.4818008925

    4.4404606197

    2.6556321579

    2.6202525319

    2.7991268162

    2.691670502

    2.2844019121

    2.0998881016

    2.2567825249

    50-50

    Kadar Aspal (%)

    VIM (%)

    21.5209740019

    20.669949261

    20.1464376595

    20.7791203075

    19.7978923246

    20.4104880341

    19.9627072336

    20.0570291974

    19.7083360962

    18.7797506006

    19.2964360972

    19.261507598

    19.7984738175

    19.7693247249

    19.9166983318

    19.8281656247

    21.4876495827

    21.339396763

    21.4654580079

    50-50

    Kadar Aspal (%)

    VMA (%)

    357

    342.3724137931

    372.06

    357.144137931

    346.6219354839

    329.56875

    365.6438709677

    347.2781854839

    362.4075

    343.0164705882

    357.3818181818

    354.2685962567

    350.7247058824

    333.216

    322.2875675676

    335.4094244833

    305.1852631579

    292.32

    290.1315789474

    50-50

    Kadar Aspal (%)

    MQ (Kg/mm)

    963.9

    992.88

    1041.768

    999.516

    1074.528

    1054.62

    1133.496

    1087.548

    1159.704

    1166.256

    1179.36

    1168.44

    1192.464

    1166.256

    1192.464

    1183.728

    1159.704

    1140.048

    1102.5

    50-50

    Kadar Aspal (%)

    Stabilitas (Kg)

    2.7

    2.9

    2.8

    2.8

    3.1

    3.2

    3.1

    3.1333333333

    3.2

    3.4

    3.3

    3.3

    3.4

    3.5

    3.7

    3.5333333333

    3.8

    3.9

    3.8

    50-50

    Kadar Aspal (%)

    Flow (mm)

    Lampiran C3. Tabel Hasil Test Marshall Dengan Filler 100% Abu Sawit

    Bj Aspal:1.0374Bj Bulk Agregat:2.644Suhu Pencampuran: 160 0C

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.700Suhu Pemadatan: 140 0C

    Bj Effektif Agregat:2.672

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651139.51142.6621.0521.62.1852.47721.49211.79845.1061.00750.0945.0945.02.50378.002.075

    25.2651140.61146.7624.0522.72.1822.47721.58111.89844.8671.00730.0919.8919.82.30399.912.073

    35.2651147.11154.7626.0528.72.1702.47722.03012.40243.7040.96765.0963.9925.32.20420.612.061

    Rata-rata524.32.1792.47721.701005221612.03344.5590.99748.3942.9930.02.33399.512.070

    15.2661154.51160.2634.0526.22.1942.44121.98410.12453.9470.96780.0982.8943.52.70349.442.062

    25.2661153.01158.9631.0527.92.1842.44122.33610.53052.8570.96785.0989.1949.52.80339.122.053

    35.2661154.81160.6636.0524.62.2012.44121.7259.82754.7690.96790.0995.4955.62.70353.922.069

    Rata-rata526.22.1932.44122.015087211610.16053.8580.96785.0989.1949.52.73347.492.062

    15.2671164.51167.2649.0518.22.2472.40720.9436.62168.3861.00800.01008.01008.02.80360.002.090

    25.2671165.21167.8651.0516.82.2552.40720.6816.31269.4811.00810.01020.61020.62.90351.932.097

    35.2671164.51167.3652.0515.32.2602.40720.4986.09570.2641.00825.01039.51039.53.30315.002.102

    Rata-rata516.82.2542.40720.7076431796.34369.3771.00811.71022.71022.73.00342.312.096

    15.2681175.11177.7656.0521.72.2522.37321.6115.07576.5171.00805.01014.31014.33.40298.322.072

    25.2681176.51168.2655.0513.22.2922.37320.2183.38883.2441.00755.0951.3951.33.80250.342.109

    35.2681175.41179.1657.0522.12.2512.37321.6515.12376.3361.00735.0926.1926.14.10225.882.071

    Rata-rata519.02.2652.37321.15978572984.52978.6991.00765.0963.9963.93.77258.182.084

    15.2691152.71153.8645.0508.82.2662.34022.0133.18885.5191.04710.0894.6930.44.60202.262.062

    25.2691182.61183.9663.0520.92.2702.34021.8482.98486.3441.00689.0868.1868.14.70184.712.066

    35.2691181.51182.3660.0522.32.2622.34022.1303.33484.9371.00665.0837.9837.94.50186.202.059

    Rata-rata517.32.2662.34021.99697773033.16885.6001.01688.0866.9878.84.60191.062.062

    Lampiran C6. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    Untuk Filler 100% Abu Sawit

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    8,2%

    11.7977841432

    11.8984364069

    12.4018935569

    12.0327047024

    10.1241227769

    10.5299471084

    9.8265807673

    10.1602168842

    6.6209556381

    6.3117101

    6.0954380199

    6.3427012527

    5.0748807317

    3.3876945536

    5.123390783

    4.5286553561

    3.1875672125

    2.9835318363

    3.333578169

    Sawit

    Kadar Aspal (%)

    VIM (%)

    21.4919042874

    21.5814940723

    22.0296173052

    21.7010052216

    21.9837559271

    22.33602943

    21.7254762778

    22.0150872116

    20.9432195442

    20.6814053783

    20.4983046144

    20.707643179

    21.6108585183

    20.2175805637

    21.6509181075

    21.1597857298

    22.0125582913

    21.848197201

    22.1301776986

    Sawit

    Kadar Aspal (%)

    VMA (%)

    378

    399.9130434783

    420.6109090909

    399.5079841897

    349.44

    339.12

    353.92

    347.4933333333

    360

    351.9310344828

    315

    342.3103448276

    298.3235294118

    250.3421052632

    225.8780487805

    258.1812278185

    202.2573913043

    184.7106382979

    186.2

    50-50

    Kadar Aspal (%)

    MQ (Kg/mm)

    945

    919.8

    925.344

    930.048

    943.488

    949.536

    955.584

    949.536

    1008

    1020.6

    1039.5

    1022.7

    1014.3

    951.3

    926.1

    963.9

    930.384

    868.14

    837.9

    Sawit

    Kadar Aspal (%)

    Stabilitas (Kg)

    2.5

    2.3

    2.2

    2.3333333333

    2.7

    2.8

    2.7

    2.7333333333

    2.8

    2.9

    3.3

    3

    3.4

    3.8

    4.1

    3.7666666667

    4.6

    4.7

    4.5

    Sawit

    Kadar Aspal (%)

    Flow (mm)

    6.490162147111.70187642711.7977841432

    7.522831087610.744373619411.8984364069

    7.810867260110.155361568112.4018935569

    7.274620164910.867203871512.0327047024

    3.25108900867.444193543410.1241227769

    4.75699433338.151148654410.5299471084

    3.84742915547.63439523849.8265807673

    3.95183749917.743245812110.1602168842

    2.69378314734.96931277196.6209556381

    2.32190582333.87026819486.3117101

    2.30685825644.48180089256.0954380199

    2.44084907574.44046061976.3427012527

    0.79162372032.65563215795.0748807317

    0.83588062572.62025253193.3876945536

    0.72515322022.79912681625.123390783

    0.78421918872.6916705024.5286553561

    1.36109541692.28440191213.1875672125

    1.37537004682.09988810162.9835318363

    1.80434650632.25678252493.333578169

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    VIM (%)

    17.012905915521.520974001921.4919042874

    17.929367717720.66994926121.5814940723

    18.18499092820.146437659522.0296173052

    17.709088187120.779120307521.7010052216

    17.012905915519.797892324621.9837559271

    17.617234495220.410488034122.33602943

    16.830483864619.962707233621.7254762778

    17.153541425120.057029197422.0150872116

    17.956878565619.708336096220.9432195442

    17.643332551318.779750600620.6814053783

    17.630645290419.296436097220.4983046144

    17.743618802419.26150759820.707643179

    18.455886446819.798473817521.6108585183

    18.49226331619.769324724920.2175805637

    18.401251160919.916698331821.6509181075

    18.449800307919.828165624721.1597857298

    20.954755541121.487649582722.0125582913

    20.966194654521.33939676321.848197201

    21.309959107821.465458007922.1301776986

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal (%)

    VMA (%)

    61.851536831245.625711801145.1059152996

    58.041849517448.019351747344.8674110929

    57.047725286149.592271647443.7035451634

    58.980370544947.745778398644.5589571853

    80.890454430662.399060357653.9472562811

    72.998064284460.063920858952.8566742741

    77.140115600461.756713911154.7693194772

    77.009544771861.406565042553.8577500108

    84.998600188274.785731541968.3861613344

    86.839754810879.391269473469.4812321285

    86.915633441676.773944836670.2636967566

    86.251329480276.983648617369.3770300732

    95.71072501786.58668247776.5169869242

    95.479836019186.745867305383.2438182062

    96.059217855385.945829124976.3363809443

    95.749926297186.426126302478.6990620249

    93.504598923989.368767843685.5193241498

    93.440058773390.159571402786.3442653468

    91.532848574889.486445972784.9365051902

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    VFA (%)

    367.2357378

    375.408342.3724137931399.9130434783

    370.8049655172372.06420.6109090909

    371.1376551724357.144137931399.5079841897

    348.6346.6219354839349.44

    326.9376329.56875339.12

    353.9117647059365.6438709677353.92

    343.1497882353347.2781854839347.4933333333

    361.4569411765362.4075360

    347.76343.0164705882351.9310344828

    351.12357.3818181818315

    353.4456470588354.2685962567342.3103448276

    310.572972973350.7247058824298.3235294118

    257.8357894737333.216250.3421052632

    306.7421538462322.2875675676225.8780487805

    291.7169720976335.4094244833258.1812278185

    222.642305.1852631579202.2573913043

    232.965292.32184.7106382979

    217.0493181818290.1315789474186.2

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal (%)

    MQ (Kg/mm)

    1028.16963.9945

    1051.1424992.88919.8

    1075.33441041.768925.344

    1051.5456999.516930.048

    1150.381074.528943.488

    1144.28161054.62949.536

    1203.31133.496955.584

    1165.98721087.548949.536

    1228.95361159.7041008

    1251.9361166.2561020.6

    1264.0321179.361039.5

    1248.30721168.441022.7

    1149.121192.4641014.3

    979.7761166.256951.3

    1196.29441192.464926.1

    1108.39681183.728963.9

    912.83221159.704930.384

    978.4531140.048868.14

    955.0171102.5837.9

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    Stabilitas (Kg)

    2.82.72.5

    2.82.92.3

    2.92.82.2

    2.83333333332.82.3333333333

    3.33.12.7

    3.53.22.8

    3.43.12.7

    3.43.13333333332.7333333333

    3.43.22.8

    3.63.42.9

    3.63.33.3

    3.53333333333.33

    3.73.43.4

    3.83.53.8

    3.93.74.1

    3.83.53333333333.7666666667

    4.13.84.6

    4.23.94.7

    4.43.84.5

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal (%)

    Flow (mm)

    2.252846842.10217475732.0753930215

    2.22796769352.12497069172.0730246795

    2.22102830192.13899371072.061178362

    2.23394761182.12204638652.0698653543

    2.27180195742.1483300042.062390726

    2.23644115972.13192073772.0530782345

    2.25779904312.14391519712.0692184522

    2.25534738672.14138864632.0615624709

    2.22722085772.15072889772.0898977229

    2.2357326772.17560240962.0968188854

    2.23607709752.16176223782.1016592276

    2.23301021082.16269784842.0961252787

    2.21367431372.14831442792.0722484186

    2.21268679252.14909522872.1090802806

    2.21515749532.14514761242.0711894273

    2.21383953382.14751908972.0841727088

    2.14583762892.10306740032.0616293239

    2.14552709182.10703856752.0659742753

    2.13619493392.10366183392.0585200077

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    CAD (gr/cc)

  • Chart1

    6.4901621471

    7.5228310876

    7.8108672601

    7.2746201649

    3.2510890086

    4.7569943333

    3.8474291554

    3.9518374991

    2.6937831473

    2.3219058233

    2.3068582564

    2.4408490757

    0.7916237203

    0.8358806257

    0.7251532202

    0.7842191887

    1.3610954169

    1.3753700468

    1.8043465063

    100% Semen

    Kadar Aspal (%)

    VIM (%)

    Semen

    Lampiran C1. Tabel Hasil Test Marshall Dengan Filler 100% Semen

    Bj Aspal:1.0374Bj Bulk Agregat:2.715Suhu Pencampuran

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.775Suhu Pemadatan

    Bj Effektif Agregat:2.745

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651249.51254.9728.0526.92.3712.53617.0136.49061.90.96850.01071.01028.22.80367.202.253

    25.2651248.61256.4724.0532.42.3452.53617.9297.52358.00.96869.01094.91051.12.80375.412.228

    35.2651239.11250.0720.0530.02.3382.53618.1857.81157.00.96889.01120.11075.32.90370.802.221

    Rata-rata529.82.3522.53617.7097.27559.00.96869.31095.41051.52.83371.142.234

    15.2661259.41261.1740.0521.12.4172.49817.0133.25180.91.00913.01150.41150.43.30348.602.272

    25.2661255.51260.7733.0527.72.3792.49817.6174.75773.00.96946.01192.01144.33.50326.942.236

    35.2661255.01258.5736.0522.52.4022.49816.8303.84777.11.00955.01203.31203.33.40353.912.258

    Rata-rata523.82.3992.49817.1543.95277.00.99938.01181.91166.03.40343.152.255

    15.2671267.61269.3740.0529.32.3952.46117.9572.69485.00.961016.01280.21229.03.40361.462.227

    25.2671269.81271.2743.0528.22.4042.46117.6432.32286.80.961035.01304.11251.93.60347.762.236

    35.2671272.41274.2745.0529.22.4042.46117.6312.30786.90.961045.01316.71264.03.60351.122.236

    Rata-rata528.92.4012.46117.7442.44186.30.961032.01300.31248.33.53353.452.233

    15.2681279.61279.8748.0531.82.4062.42518.4560.79295.70.96950.01197.01149.13.70310.572.214

    25.2681274.71275.0745.0530.02.4052.42518.4920.83695.50.96810.01020.6979.83.80257.842.213

    35.2681268.91269.0742.0527.02.4082.42518.4010.72596.10.96989.01246.11196.33.90306.742.215

    Rata-rata529.62.4062.42518.4500.78495.70.96916.31154.61108.43.80291.722.214

    15.2691280.91281.2738.0543.22.3582.39120.9551.36193.50.93779.0981.5912.84.10222.642.146

    25.2691279.31279.6737.0542.62.3582.39120.9661.37593.40.93835.01052.1978.54.20232.972.146

    35.2691278.91279.8735.0544.82.3472.39121.3101.80491.50.93815.01026.9955.04.40217.052.136

    Rata-rata543.52.3542.39121.0771.51492.80.93809.71020.2948.84.23224.222.143

    KAO-Se (ok)

    Lampiran C4. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    Untuk Filler 100% Semen

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    6,25 %

    KAO-Se (ok)

    6.4901621471

    7.5228310876

    7.8108672601

    7.2746201649

    3.2510890086

    4.7569943333

    3.8474291554

    3.9518374991

    2.6937831473

    2.3219058233

    2.3068582564

    2.4408490757

    0.7916237203

    0.8358806257

    0.7251532202

    0.7842191887

    1.3610954169

    1.3753700468

    1.8043465063

    100% Semen

    Kadar Aspal (%)

    VIM (%)

    50-50

    17.0129059155

    17.9293677177

    18.184990928

    17.7090881871

    17.0129059155

    17.6172344952

    16.8304838646

    17.1535414251

    17.9568785656

    17.6433325513

    17.6306452904

    17.7436188024

    18.4558864468

    18.492263316

    18.4012511609

    18.4498003079

    20.9547555411

    20.9661946545

    21.3099591078

    100% Semen

    Kadar Aspal (%)

    VMA (%)

    KAO-50 (ok)

    367.2

    375.408

    370.8049655172

    371.1376551724

    348.6

    326.9376

    353.9117647059

    343.1497882353

    361.4569411765

    347.76

    351.12

    353.4456470588

    310.572972973

    257.8357894737

    306.7421538462

    291.7169720976

    222.642

    232.965

    217.0493181818

    100% Semen

    Kadar Aspal (%)

    MQ (Kg/mm)

    Sawit

    1028.16

    1051.1424

    1075.3344

    1051.5456

    1150.38

    1144.2816

    1203.3

    1165.9872

    1228.9536

    1251.936

    1264.032

    1248.3072

    1149.12

    979.776

    1196.2944

    1108.3968

    912.8322

    978.453

    955.017

    100% Semen

    Kadar Aspal (%)

    Stabilitas (Kg)

    KAO-As (ok)

    2.8

    2.8

    2.9

    2.8333333333

    3.3

    3.5

    3.4

    3.4

    3.4

    3.6

    3.6

    3.5333333333

    3.7

    3.8

    3.9

    3.8

    4.1

    4.2

    4.4

    100% Semen

    Kadar Aspal (%)

    Flow (mm)

    Resume-Graf (ok)

    Lampiran C2. Tabel Hasil Test Marshall Dengan Filler 50% Semen - 50% Abu Sawit

    Bj Aspal:1.0374Bj Bulk Agregat:2.679Suhu Pencampuran

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.737Suhu Pemadatan

    Bj Effektif Agregat:2.708

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651139.61148.0633.0515.02.2132.50621.52111.70245.631.00765.0963.9963.902.70357.02.102

    25.2651144.81151.8640.0511.82.2372.50620.67010.74448.021.00788.0992.9992.882.90342.42.125

    35.2651145.61152.8644.0508.82.2522.50620.14610.15549.591.04795.01001.71041.772.80372.12.139

    Rata-rata511.92.2342.50620.77910.86747.751.0133333333782.7986.2999.522.80357.12.122

    15.2661144.11148.6648.0500.62.2852.46919.7987.44462.401.04820.01033.21074.533.10346.62.148

    25.2661156.01159.7650.0509.72.2682.46920.4108.15160.061.00837.01054.61054.623.20329.62.132

    35.2661151.11156.7652.0504.72.2812.46919.9637.63461.761.04865.01089.91133.503.10365.62.144

    Rata-rata505.02.2782.46920.0577.74361.411.0266666667840.71059.21087.553.13347.32.141

    15.2671164.41166.5663.0503.52.3132.43419.7084.96974.791.04885.01115.11159.703.20362.42.151

    25.2671165.01167.0669.0498.02.3392.43418.7803.87079.391.04890.01121.41166.263.40343.02.176

    35.2671163.41165.5665.0500.52.3242.43419.2964.48276.771.04900.01134.01179.363.30357.42.162

    Rata-rata500.72.3252.43419.2624.44076.981.04891.71123.51168.443.30354.32.163

    15.2681173.41174.5672.0502.52.3352.39919.7982.65686.591.04910.01146.61192.463.40350.72.148

    25.2681179.91181.1676.0505.12.3362.39919.7692.62086.751.04890.01121.41166.263.50333.22.149

    35.2681176.81177.7673.0504.72.3322.39919.9172.79985.951.04910.01146.61192.463.70322.32.145

    Rata-rata504.12.3342.39919.8282.69286.431.04903.31138.21183.733.53335.42.148

    15.2691176.11179.9671.0508.92.3112.36521.4882.28489.371.04885.01115.11159.703.80305.22.103

    25.2691176.71177.2669.0508.22.3152.36521.3392.10090.161.04870.01096.21140.053.90292.32.107

    35.2691179.91180.4670.0510.42.3122.36521.4652.25789.491.00875.01102.51102.503.80290.12.104

    Rata-rata509.22.3132.36521.4312.21489.671.0266666667876.71104.61134.083.83295.92.105

    Lampiran C5. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    7,55 %

    11.701876427

    10.7443736194

    10.1553615681

    10.8672038715

    7.4441935434

    8.1511486544

    7.6343952384

    7.7432458121

    4.9693127719

    3.8702681948

    4.4818008925

    4.4404606197

    2.6556321579

    2.6202525319

    2.7991268162

    2.691670502

    2.2844019121

    2.0998881016

    2.2567825249

    50-50

    Kadar Aspal (%)

    VIM (%)

    21.5209740019

    20.669949261

    20.1464376595

    20.7791203075

    19.7978923246

    20.4104880341

    19.9627072336

    20.0570291974

    19.7083360962

    18.7797506006

    19.2964360972

    19.261507598

    19.7984738175

    19.7693247249

    19.9166983318

    19.8281656247

    21.4876495827

    21.339396763

    21.4654580079

    50-50

    Kadar Aspal (%)

    VMA (%)

    357

    342.3724137931

    372.06

    357.144137931

    346.6219354839

    329.56875

    365.6438709677

    347.2781854839

    362.4075

    343.0164705882

    357.3818181818

    354.2685962567

    350.7247058824

    333.216

    322.2875675676

    335.4094244833

    305.1852631579

    292.32

    290.1315789474

    50-50

    Kadar Aspal (%)

    MQ (Kg/mm)

    963.9

    992.88

    1041.768

    999.516

    1074.528

    1054.62

    1133.496

    1087.548

    1159.704

    1166.256

    1179.36

    1168.44

    1192.464

    1166.256

    1192.464

    1183.728

    1159.704

    1140.048

    1102.5

    50-50

    Kadar Aspal (%)

    Stabilitas (Kg)

    2.7

    2.9

    2.8

    2.8

    3.1

    3.2

    3.1

    3.1333333333

    3.2

    3.4

    3.3

    3.3

    3.4

    3.5

    3.7

    3.5333333333

    3.8

    3.9

    3.8

    50-50

    Kadar Aspal (%)

    Flow (mm)

    Lampiran C3. Tabel Hasil Test Marshall Dengan Filler 100% Abu Sawit

    Bj Aspal:1.0374Bj Bulk Agregat:2.644Suhu Pencampuran

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.700Suhu Pemadatan

    Bj Effektif Agregat:2.672

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651139.51142.6621.0521.62.1852.47721.49211.79845.1061.00750.0945.0945.02.50378.002.075

    25.2651140.61146.7624.0522.72.1822.47721.58111.89844.8671.00730.0919.8919.82.30399.912.073

    35.2651147.11154.7626.0528.72.1702.47722.03012.40243.7040.96765.0963.9925.32.20420.612.061

    Rata-rata524.32.1792.47721.701005221612.03344.5590.99748.3942.9930.02.33399.512.070

    15.2661154.51160.2634.0526.22.1942.44121.98410.12453.9470.96780.0982.8943.52.70349.442.062

    25.2661153.01158.9631.0527.92.1842.44122.33610.53052.8570.96785.0989.1949.52.80339.122.053

    35.2661154.81160.6636.0524.62.2012.44121.7259.82754.7690.96790.0995.4955.62.70353.922.069

    Rata-rata526.22.1932.44122.015087211610.16053.8580.96785.0989.1949.52.73347.492.062

    15.2671164.51167.2649.0518.22.2472.40720.9436.62168.3861.00800.01008.01008.02.80360.002.090

    25.2671165.21167.8651.0516.82.2552.40720.6816.31269.4811.00810.01020.61020.62.90351.932.097

    35.2671164.51167.3652.0515.32.2602.40720.4986.09570.2641.00825.01039.51039.53.30315.002.102

    Rata-rata516.82.2542.40720.7076431796.34369.3771.00811.71022.71022.73.00342.312.096

    15.2681175.11177.7656.0521.72.2522.37321.6115.07576.5171.00805.01014.31014.33.40298.322.072

    25.2681176.51168.2655.0513.22.2922.37320.2183.38883.2441.00755.0951.3951.33.80250.342.109

    35.2681175.41179.1657.0522.12.2512.37321.6515.12376.3361.00735.0926.1926.14.10225.882.071

    Rata-rata519.02.2652.37321.15978572984.52978.6991.00765.0963.9963.93.77258.182.084

    15.2691152.71153.8645.0508.82.2662.34022.0133.18885.5191.04710.0894.6930.44.60202.262.062

    25.2691182.61183.9663.0520.92.2702.34021.8482.98486.3441.00689.0868.1868.14.70184.712.066

    35.2691181.51182.3660.0522.32.2622.34022.1303.33484.9371.00665.0837.9837.94.50186.202.059

    Rata-rata517.32.2662.34021.99697773033.16885.6001.01688.0866.9878.84.60191.062.062

    Lampiran C6. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    Untuk Filler 100% Abu Sawit

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    8,2%

    11.7977841432

    11.8984364069

    12.4018935569

    12.0327047024

    10.1241227769

    10.5299471084

    9.8265807673

    10.1602168842

    6.6209556381

    6.3117101

    6.0954380199

    6.3427012527

    5.0748807317

    3.3876945536

    5.123390783

    4.5286553561

    3.1875672125

    2.9835318363

    3.333578169

    Sawit

    Kadar Aspal (%)

    VIM (%)

    21.4919042874

    21.5814940723

    22.0296173052

    21.7010052216

    21.9837559271

    22.33602943

    21.7254762778

    22.0150872116

    20.9432195442

    20.6814053783

    20.4983046144

    20.707643179

    21.6108585183

    20.2175805637

    21.6509181075

    21.1597857298

    22.0125582913

    21.848197201

    22.1301776986

    Sawit

    Kadar Aspal (%)

    VMA (%)

    378

    399.9130434783

    420.6109090909

    399.5079841897

    349.44

    339.12

    353.92

    347.4933333333

    360

    351.9310344828

    315

    342.3103448276

    298.3235294118

    250.3421052632

    225.8780487805

    258.1812278185

    202.2573913043

    184.7106382979

    186.2

    50-50

    Kadar Aspal (%)

    MQ (Kg/mm)

    945

    919.8

    925.344

    930.048

    943.488

    949.536

    955.584

    949.536

    1008

    1020.6

    1039.5

    1022.7

    1014.3

    951.3

    926.1

    963.9

    930.384

    868.14

    837.9

    Sawit

    Kadar Aspal (%)

    Stabilitas (Kg)

    2.5

    2.3

    2.2

    2.3333333333

    2.7

    2.8

    2.7

    2.7333333333

    2.8

    2.9

    3.3

    3

    3.4

    3.8

    4.1

    3.7666666667

    4.6

    4.7

    4.5

    Sawit

    Kadar Aspal (%)

    Flow (mm)

    6.490162147111.70187642711.7977841432

    7.522831087610.744373619411.8984364069

    7.810867260110.155361568112.4018935569

    7.274620164910.867203871512.0327047024

    3.25108900867.444193543410.1241227769

    4.75699433338.151148654410.5299471084

    3.84742915547.63439523849.8265807673

    3.95183749917.743245812110.1602168842

    2.69378314734.96931277196.6209556381

    2.32190582333.87026819486.3117101

    2.30685825644.48180089256.0954380199

    2.44084907574.44046061976.3427012527

    0.79162372032.65563215795.0748807317

    0.83588062572.62025253193.3876945536

    0.72515322022.79912681625.123390783

    0.78421918872.6916705024.5286553561

    1.36109541692.28440191213.1875672125

    1.37537004682.09988810162.9835318363

    1.80434650632.25678252493.333578169

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    VIM (%)

    17.012905915521.520974001921.4919042874

    17.929367717720.66994926121.5814940723

    18.18499092820.146437659522.0296173052

    17.709088187120.779120307521.7010052216

    17.012905915519.797892324621.9837559271

    17.617234495220.410488034122.33602943

    16.830483864619.962707233621.7254762778

    17.153541425120.057029197422.0150872116

    17.956878565619.708336096220.9432195442

    17.643332551318.779750600620.6814053783

    17.630645290419.296436097220.4983046144

    17.743618802419.26150759820.707643179

    18.455886446819.798473817521.6108585183

    18.49226331619.769324724920.2175805637

    18.401251160919.916698331821.6509181075

    18.449800307919.828165624721.1597857298

    20.954755541121.487649582722.0125582913

    20.966194654521.33939676321.848197201

    21.309959107821.465458007922.1301776986

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal (%)

    VMA (%)

    61.851536831245.625711801145.1059152996

    58.041849517448.019351747344.8674110929

    57.047725286149.592271647443.7035451634

    58.980370544947.745778398644.5589571853

    80.890454430662.399060357653.9472562811

    72.998064284460.063920858952.8566742741

    77.140115600461.756713911154.7693194772

    77.009544771861.406565042553.8577500108

    84.998600188274.785731541968.3861613344

    86.839754810879.391269473469.4812321285

    86.915633441676.773944836670.2636967566

    86.251329480276.983648617369.3770300732

    95.71072501786.58668247776.5169869242

    95.479836019186.745867305383.2438182062

    96.059217855385.945829124976.3363809443

    95.749926297186.426126302478.6990620249

    93.504598923989.368767843685.5193241498

    93.440058773390.159571402786.3442653468

    91.532848574889.486445972784.9365051902

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    VFA (%)

    367.2357378

    375.408342.3724137931399.9130434783

    370.8049655172372.06420.6109090909

    371.1376551724357.144137931399.5079841897

    348.6346.6219354839349.44

    326.9376329.56875339.12

    353.9117647059365.6438709677353.92

    343.1497882353347.2781854839347.4933333333

    361.4569411765362.4075360

    347.76343.0164705882351.9310344828

    351.12357.3818181818315

    353.4456470588354.2685962567342.3103448276

    310.572972973350.7247058824298.3235294118

    257.8357894737333.216250.3421052632

    306.7421538462322.2875675676225.8780487805

    291.7169720976335.4094244833258.1812278185

    222.642305.1852631579202.2573913043

    232.965292.32184.7106382979

    217.0493181818290.1315789474186.2

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal (%)

    MQ (Kg/mm)

    1028.16963.9945

    1051.1424992.88919.8

    1075.33441041.768925.344

    1051.5456999.516930.048

    1150.381074.528943.488

    1144.28161054.62949.536

    1203.31133.496955.584

    1165.98721087.548949.536

    1228.95361159.7041008

    1251.9361166.2561020.6

    1264.0321179.361039.5

    1248.30721168.441022.7

    1149.121192.4641014.3

    979.7761166.256951.3

    1196.29441192.464926.1

    1108.39681183.728963.9

    912.83221159.704930.384

    978.4531140.048868.14

    955.0171102.5837.9

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    Stabilitas (Kg)

    2.82.72.5

    2.82.92.3

    2.92.82.2

    2.83333333332.82.3333333333

    3.33.12.7

    3.53.22.8

    3.43.12.7

    3.43.13333333332.7333333333

    3.43.22.8

    3.63.42.9

    3.63.33.3

    3.53333333333.33

    3.73.43.4

    3.83.53.8

    3.93.74.1

    3.83.53333333333.7666666667

    4.13.84.6

    4.23.94.7

    4.43.84.5

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal (%)

    Flow (mm)

    2.252846842.10217475732.0753930215

    2.22796769352.12497069172.0730246795

    2.22102830192.13899371072.061178362

    2.23394761182.12204638652.0698653543

    2.27180195742.1483300042.062390726

    2.23644115972.13192073772.0530782345

    2.25779904312.14391519712.0692184522

    2.25534738672.14138864632.0615624709

    2.22722085772.15072889772.0898977229

    2.2357326772.17560240962.0968188854

    2.23607709752.16176223782.1016592276

    2.23301021082.16269784842.0961252787

    2.21367431372.14831442792.0722484186

    2.21268679252.14909522872.1090802806

    2.21515749532.14514761242.0711894273

    2.21383953382.14751908972.0841727088

    2.14583762892.10306740032.0616293239

    2.14552709182.10703856752.0659742753

    2.13619493392.10366183392.0585200077

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    CAD (gr/cc)

    Chart2

    17.0129059155

    17.9293677177

    18.184990928

    17.7090881871

    17.0129059155

    17.6172344952

    16.8304838646

    17.1535414251

    17.9568785656

    17.6433325513

    17.6306452904

    17.7436188024

    18.4558864468

    18.492263316

    18.4012511609

    18.4498003079

    20.9547555411

    20.9661946545

    21.3099591078

    100% Semen

    Kadar Aspal (%)

    VMA (%)

    Semen

    Lampiran C1. Tabel Hasil Test Marshall Dengan Filler 100% Semen

    Bj Aspal:1.0374Bj Bulk Agregat:2.715Suhu Pencampuran

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.775Suhu Pemadatan

    Bj Effektif Agregat:2.745

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651249.51254.9728.0526.92.3712.53617.0136.49061.90.96850.01071.01028.22.80367.202.253

    25.2651248.61256.4724.0532.42.3452.53617.9297.52358.00.96869.01094.91051.12.80375.412.228

    35.2651239.11250.0720.0530.02.3382.53618.1857.81157.00.96889.01120.11075.32.90370.802.221

    Rata-rata529.82.3522.53617.7097.27559.00.96869.31095.41051.52.83371.142.234

    15.2661259.41261.1740.0521.12.4172.49817.0133.25180.91.00913.01150.41150.43.30348.602.272

    25.2661255.51260.7733.0527.72.3792.49817.6174.75773.00.96946.01192.01144.33.50326.942.236

    35.2661255.01258.5736.0522.52.4022.49816.8303.84777.11.00955.01203.31203.33.40353.912.258

    Rata-rata523.82.3992.49817.1543.95277.00.99938.01181.91166.03.40343.152.255

    15.2671267.61269.3740.0529.32.3952.46117.9572.69485.00.961016.01280.21229.03.40361.462.227

    25.2671269.81271.2743.0528.22.4042.46117.6432.32286.80.961035.01304.11251.93.60347.762.236

    35.2671272.41274.2745.0529.22.4042.46117.6312.30786.90.961045.01316.71264.03.60351.122.236

    Rata-rata528.92.4012.46117.7442.44186.30.961032.01300.31248.33.53353.452.233

    15.2681279.61279.8748.0531.82.4062.42518.4560.79295.70.96950.01197.01149.13.70310.572.214

    25.2681274.71275.0745.0530.02.4052.42518.4920.83695.50.96810.01020.6979.83.80257.842.213

    35.2681268.91269.0742.0527.02.4082.42518.4010.72596.10.96989.01246.11196.33.90306.742.215

    Rata-rata529.62.4062.42518.4500.78495.70.96916.31154.61108.43.80291.722.214

    15.2691280.91281.2738.0543.22.3582.39120.9551.36193.50.93779.0981.5912.84.10222.642.146

    25.2691279.31279.6737.0542.62.3582.39120.9661.37593.40.93835.01052.1978.54.20232.972.146

    35.2691278.91279.8735.0544.82.3472.39121.3101.80491.50.93815.01026.9955.04.40217.052.136

    Rata-rata543.52.3542.39121.0771.51492.80.93809.71020.2948.84.23224.222.143

    KAO-Se (ok)

    Lampiran C4. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    Untuk Filler 100% Semen

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    6,25 %

    KAO-Se (ok)

    6.4901621471

    7.5228310876

    7.8108672601

    7.2746201649

    3.2510890086

    4.7569943333

    3.8474291554

    3.9518374991

    2.6937831473

    2.3219058233

    2.3068582564

    2.4408490757

    0.7916237203

    0.8358806257

    0.7251532202

    0.7842191887

    1.3610954169

    1.3753700468

    1.8043465063

    100% Semen

    Kadar Aspal (%)

    VIM (%)

    50-50

    17.0129059155

    17.9293677177

    18.184990928

    17.7090881871

    17.0129059155

    17.6172344952

    16.8304838646

    17.1535414251

    17.9568785656

    17.6433325513

    17.6306452904

    17.7436188024

    18.4558864468

    18.492263316

    18.4012511609

    18.4498003079

    20.9547555411

    20.9661946545

    21.3099591078

    100% Semen

    Kadar Aspal (%)

    VMA (%)

    KAO-50 (ok)

    367.2

    375.408

    370.8049655172

    371.1376551724

    348.6

    326.9376

    353.9117647059

    343.1497882353

    361.4569411765

    347.76

    351.12

    353.4456470588

    310.572972973

    257.8357894737

    306.7421538462

    291.7169720976

    222.642

    232.965

    217.0493181818

    100% Semen

    Kadar Aspal (%)

    MQ (Kg/mm)

    Sawit

    1028.16

    1051.1424

    1075.3344

    1051.5456

    1150.38

    1144.2816

    1203.3

    1165.9872

    1228.9536

    1251.936

    1264.032

    1248.3072

    1149.12

    979.776

    1196.2944

    1108.3968

    912.8322

    978.453

    955.017

    100% Semen

    Kadar Aspal (%)

    Stabilitas (Kg)

    KAO-As (ok)

    2.8

    2.8

    2.9

    2.8333333333

    3.3

    3.5

    3.4

    3.4

    3.4

    3.6

    3.6

    3.5333333333

    3.7

    3.8

    3.9

    3.8

    4.1

    4.2

    4.4

    100% Semen

    Kadar Aspal (%)

    Flow (mm)

    Resume-Graf (ok)

    Lampiran C2. Tabel Hasil Test Marshall Dengan Filler 50% Semen - 50% Abu Sawit

    Bj Aspal:1.0374Bj Bulk Agregat:2.679Suhu Pencampuran

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.737Suhu Pemadatan

    Bj Effektif Agregat:2.708

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651139.61148.0633.0515.02.2132.50621.52111.70245.631.00765.0963.9963.902.70357.02.102

    25.2651144.81151.8640.0511.82.2372.50620.67010.74448.021.00788.0992.9992.882.90342.42.125

    35.2651145.61152.8644.0508.82.2522.50620.14610.15549.591.04795.01001.71041.772.80372.12.139

    Rata-rata511.92.2342.50620.77910.86747.751.0133333333782.7986.2999.522.80357.12.122

    15.2661144.11148.6648.0500.62.2852.46919.7987.44462.401.04820.01033.21074.533.10346.62.148

    25.2661156.01159.7650.0509.72.2682.46920.4108.15160.061.00837.01054.61054.623.20329.62.132

    35.2661151.11156.7652.0504.72.2812.46919.9637.63461.761.04865.01089.91133.503.10365.62.144

    Rata-rata505.02.2782.46920.0577.74361.411.0266666667840.71059.21087.553.13347.32.141

    15.2671164.41166.5663.0503.52.3132.43419.7084.96974.791.04885.01115.11159.703.20362.42.151

    25.2671165.01167.0669.0498.02.3392.43418.7803.87079.391.04890.01121.41166.263.40343.02.176

    35.2671163.41165.5665.0500.52.3242.43419.2964.48276.771.04900.01134.01179.363.30357.42.162

    Rata-rata500.72.3252.43419.2624.44076.981.04891.71123.51168.443.30354.32.163

    15.2681173.41174.5672.0502.52.3352.39919.7982.65686.591.04910.01146.61192.463.40350.72.148

    25.2681179.91181.1676.0505.12.3362.39919.7692.62086.751.04890.01121.41166.263.50333.22.149

    35.2681176.81177.7673.0504.72.3322.39919.9172.79985.951.04910.01146.61192.463.70322.32.145

    Rata-rata504.12.3342.39919.8282.69286.431.04903.31138.21183.733.53335.42.148

    15.2691176.11179.9671.0508.92.3112.36521.4882.28489.371.04885.01115.11159.703.80305.22.103

    25.2691176.71177.2669.0508.22.3152.36521.3392.10090.161.04870.01096.21140.053.90292.32.107

    35.2691179.91180.4670.0510.42.3122.36521.4652.25789.491.00875.01102.51102.503.80290.12.104

    Rata-rata509.22.3132.36521.4312.21489.671.0266666667876.71104.61134.083.83295.92.105

    Lampiran C5. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    7,55 %

    11.701876427

    10.7443736194

    10.1553615681

    10.8672038715

    7.4441935434

    8.1511486544

    7.6343952384

    7.7432458121

    4.9693127719

    3.8702681948

    4.4818008925

    4.4404606197

    2.6556321579

    2.6202525319

    2.7991268162

    2.691670502

    2.2844019121

    2.0998881016

    2.2567825249

    50-50

    Kadar Aspal (%)

    VIM (%)

    21.5209740019

    20.669949261

    20.1464376595

    20.7791203075

    19.7978923246

    20.4104880341

    19.9627072336

    20.0570291974

    19.7083360962

    18.7797506006

    19.2964360972

    19.261507598

    19.7984738175

    19.7693247249

    19.9166983318

    19.8281656247

    21.4876495827

    21.339396763

    21.4654580079

    50-50

    Kadar Aspal (%)

    VMA (%)

    357

    342.3724137931

    372.06

    357.144137931

    346.6219354839

    329.56875

    365.6438709677

    347.2781854839

    362.4075

    343.0164705882

    357.3818181818

    354.2685962567

    350.7247058824

    333.216

    322.2875675676

    335.4094244833

    305.1852631579

    292.32

    290.1315789474

    50-50

    Kadar Aspal (%)

    MQ (Kg/mm)

    963.9

    992.88

    1041.768

    999.516

    1074.528

    1054.62

    1133.496

    1087.548

    1159.704

    1166.256

    1179.36

    1168.44

    1192.464

    1166.256

    1192.464

    1183.728

    1159.704

    1140.048

    1102.5

    50-50

    Kadar Aspal (%)

    Stabilitas (Kg)

    2.7

    2.9

    2.8

    2.8

    3.1

    3.2

    3.1

    3.1333333333

    3.2

    3.4

    3.3

    3.3

    3.4

    3.5

    3.7

    3.5333333333

    3.8

    3.9

    3.8

    50-50

    Kadar Aspal (%)

    Flow (mm)

    Lampiran C3. Tabel Hasil Test Marshall Dengan Filler 100% Abu Sawit

    Bj Aspal:1.0374Bj Bulk Agregat:2.644Suhu Pencampuran

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.700Suhu Pemadatan

    Bj Effektif Agregat:2.672

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651139.51142.6621.0521.62.1852.47721.49211.79845.1061.00750.0945.0945.02.50378.002.075

    25.2651140.61146.7624.0522.72.1822.47721.58111.89844.8671.00730.0919.8919.82.30399.912.073

    35.2651147.11154.7626.0528.72.1702.47722.03012.40243.7040.96765.0963.9925.32.20420.612.061

    Rata-rata524.32.1792.47721.701005221612.03344.5590.99748.3942.9930.02.33399.512.070

    15.2661154.51160.2634.0526.22.1942.44121.98410.12453.9470.96780.0982.8943.52.70349.442.062

    25.2661153.01158.9631.0527.92.1842.44122.33610.53052.8570.96785.0989.1949.52.80339.122.053

    35.2661154.81160.6636.0524.62.2012.44121.7259.82754.7690.96790.0995.4955.62.70353.922.069

    Rata-rata526.22.1932.44122.015087211610.16053.8580.96785.0989.1949.52.73347.492.062

    15.2671164.51167.2649.0518.22.2472.40720.9436.62168.3861.00800.01008.01008.02.80360.002.090

    25.2671165.21167.8651.0516.82.2552.40720.6816.31269.4811.00810.01020.61020.62.90351.932.097

    35.2671164.51167.3652.0515.32.2602.40720.4986.09570.2641.00825.01039.51039.53.30315.002.102

    Rata-rata516.82.2542.40720.7076431796.34369.3771.00811.71022.71022.73.00342.312.096

    15.2681175.11177.7656.0521.72.2522.37321.6115.07576.5171.00805.01014.31014.33.40298.322.072

    25.2681176.51168.2655.0513.22.2922.37320.2183.38883.2441.00755.0951.3951.33.80250.342.109

    35.2681175.41179.1657.0522.12.2512.37321.6515.12376.3361.00735.0926.1926.14.10225.882.071

    Rata-rata519.02.2652.37321.15978572984.52978.6991.00765.0963.9963.93.77258.182.084

    15.2691152.71153.8645.0508.82.2662.34022.0133.18885.5191.04710.0894.6930.44.60202.262.062

    25.2691182.61183.9663.0520.92.2702.34021.8482.98486.3441.00689.0868.1868.14.70184.712.066

    35.2691181.51182.3660.0522.32.2622.34022.1303.33484.9371.00665.0837.9837.94.50186.202.059

    Rata-rata517.32.2662.34021.99697773033.16885.6001.01688.0866.9878.84.60191.062.062

    Lampiran C6. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    Untuk Filler 100% Abu Sawit

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    8,2%

    11.7977841432

    11.8984364069

    12.4018935569

    12.0327047024

    10.1241227769

    10.5299471084

    9.8265807673

    10.1602168842

    6.6209556381

    6.3117101

    6.0954380199

    6.3427012527

    5.0748807317

    3.3876945536

    5.123390783

    4.5286553561

    3.1875672125

    2.9835318363

    3.333578169

    Sawit

    Kadar Aspal (%)

    VIM (%)

    21.4919042874

    21.5814940723

    22.0296173052

    21.7010052216

    21.9837559271

    22.33602943

    21.7254762778

    22.0150872116

    20.9432195442

    20.6814053783

    20.4983046144

    20.707643179

    21.6108585183

    20.2175805637

    21.6509181075

    21.1597857298

    22.0125582913

    21.848197201

    22.1301776986

    Sawit

    Kadar Aspal (%)

    VMA (%)

    378

    399.9130434783

    420.6109090909

    399.5079841897

    349.44

    339.12

    353.92

    347.4933333333

    360

    351.9310344828

    315

    342.3103448276

    298.3235294118

    250.3421052632

    225.8780487805

    258.1812278185

    202.2573913043

    184.7106382979

    186.2

    50-50

    Kadar Aspal (%)

    MQ (Kg/mm)

    945

    919.8

    925.344

    930.048

    943.488

    949.536

    955.584

    949.536

    1008

    1020.6

    1039.5

    1022.7

    1014.3

    951.3

    926.1

    963.9

    930.384

    868.14

    837.9

    Sawit

    Kadar Aspal (%)

    Stabilitas (Kg)

    2.5

    2.3

    2.2

    2.3333333333

    2.7

    2.8

    2.7

    2.7333333333

    2.8

    2.9

    3.3

    3

    3.4

    3.8

    4.1

    3.7666666667

    4.6

    4.7

    4.5

    Sawit

    Kadar Aspal (%)

    Flow (mm)

    6.490162147111.70187642711.7977841432

    7.522831087610.744373619411.8984364069

    7.810867260110.155361568112.4018935569

    7.274620164910.867203871512.0327047024

    3.25108900867.444193543410.1241227769

    4.75699433338.151148654410.5299471084

    3.84742915547.63439523849.8265807673

    3.95183749917.743245812110.1602168842

    2.69378314734.96931277196.6209556381

    2.32190582333.87026819486.3117101

    2.30685825644.48180089256.0954380199

    2.44084907574.44046061976.3427012527

    0.79162372032.65563215795.0748807317

    0.83588062572.62025253193.3876945536

    0.72515322022.79912681625.123390783

    0.78421918872.6916705024.5286553561

    1.36109541692.28440191213.1875672125

    1.37537004682.09988810162.9835318363

    1.80434650632.25678252493.333578169

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    VIM (%)

    17.012905915521.520974001921.4919042874

    17.929367717720.66994926121.5814940723

    18.18499092820.146437659522.0296173052

    17.709088187120.779120307521.7010052216

    17.012905915519.797892324621.9837559271

    17.617234495220.410488034122.33602943

    16.830483864619.962707233621.7254762778

    17.153541425120.057029197422.0150872116

    17.956878565619.708336096220.9432195442

    17.643332551318.779750600620.6814053783

    17.630645290419.296436097220.4983046144

    17.743618802419.26150759820.707643179

    18.455886446819.798473817521.6108585183

    18.49226331619.769324724920.2175805637

    18.401251160919.916698331821.6509181075

    18.449800307919.828165624721.1597857298

    20.954755541121.487649582722.0125582913

    20.966194654521.33939676321.848197201

    21.309959107821.465458007922.1301776986

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal (%)

    VMA (%)

    61.851536831245.625711801145.1059152996

    58.041849517448.019351747344.8674110929

    57.047725286149.592271647443.7035451634

    58.980370544947.745778398644.5589571853

    80.890454430662.399060357653.9472562811

    72.998064284460.063920858952.8566742741

    77.140115600461.756713911154.7693194772

    77.009544771861.406565042553.8577500108

    84.998600188274.785731541968.3861613344

    86.839754810879.391269473469.4812321285

    86.915633441676.773944836670.2636967566

    86.251329480276.983648617369.3770300732

    95.71072501786.58668247776.5169869242

    95.479836019186.745867305383.2438182062

    96.059217855385.945829124976.3363809443

    95.749926297186.426126302478.6990620249

    93.504598923989.368767843685.5193241498

    93.440058773390.159571402786.3442653468

    91.532848574889.486445972784.9365051902

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    VFA (%)

    367.2357378

    375.408342.3724137931399.9130434783

    370.8049655172372.06420.6109090909

    371.1376551724357.144137931399.5079841897

    348.6346.6219354839349.44

    326.9376329.56875339.12

    353.9117647059365.6438709677353.92

    343.1497882353347.2781854839347.4933333333

    361.4569411765362.4075360

    347.76343.0164705882351.9310344828

    351.12357.3818181818315

    353.4456470588354.2685962567342.3103448276

    310.572972973350.7247058824298.3235294118

    257.8357894737333.216250.3421052632

    306.7421538462322.2875675676225.8780487805

    291.7169720976335.4094244833258.1812278185

    222.642305.1852631579202.2573913043

    232.965292.32184.7106382979

    217.0493181818290.1315789474186.2

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal (%)

    MQ (Kg/mm)

    1028.16963.9945

    1051.1424992.88919.8

    1075.33441041.768925.344

    1051.5456999.516930.048

    1150.381074.528943.488

    1144.28161054.62949.536

    1203.31133.496955.584

    1165.98721087.548949.536

    1228.95361159.7041008

    1251.9361166.2561020.6

    1264.0321179.361039.5

    1248.30721168.441022.7

    1149.121192.4641014.3

    979.7761166.256951.3

    1196.29441192.464926.1

    1108.39681183.728963.9

    912.83221159.704930.384

    978.4531140.048868.14

    955.0171102.5837.9

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    Stabilitas (Kg)

    2.82.72.5

    2.82.92.3

    2.92.82.2

    2.83333333332.82.3333333333

    3.33.12.7

    3.53.22.8

    3.43.12.7

    3.43.13333333332.7333333333

    3.43.22.8

    3.63.42.9

    3.63.33.3

    3.53333333333.33

    3.73.43.4

    3.83.53.8

    3.93.74.1

    3.83.53333333333.7666666667

    4.13.84.6

    4.23.94.7

    4.43.84.5

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal (%)

    Flow (mm)

    2.252846842.10217475732.0753930215

    2.22796769352.12497069172.0730246795

    2.22102830192.13899371072.061178362

    2.23394761182.12204638652.0698653543

    2.27180195742.1483300042.062390726

    2.23644115972.13192073772.0530782345

    2.25779904312.14391519712.0692184522

    2.25534738672.14138864632.0615624709

    2.22722085772.15072889772.0898977229

    2.2357326772.17560240962.0968188854

    2.23607709752.16176223782.1016592276

    2.23301021082.16269784842.0961252787

    2.21367431372.14831442792.0722484186

    2.21268679252.14909522872.1090802806

    2.21515749532.14514761242.0711894273

    2.21383953382.14751908972.0841727088

    2.14583762892.10306740032.0616293239

    2.14552709182.10703856752.0659742753

    2.13619493392.10366183392.0585200077

    100% Semen

    50% Semen - 50% Abu Sawit

    100% Abu Sawit

    Kadar Aspal

    CAD (gr/cc)

    Chart3

    1028.16

    1051.1424

    1075.3344

    1051.5456

    1150.38

    1144.2816

    1203.3

    1165.9872

    1228.9536

    1251.936

    1264.032

    1248.3072

    1149.12

    979.776

    1196.2944

    1108.3968

    912.8322

    978.453

    955.017

    100% Semen

    Kadar Aspal (%)

    Stabilitas (Kg)

    Semen

    Lampiran C1. Tabel Hasil Test Marshall Dengan Filler 100% Semen

    Bj Aspal:1.0374Bj Bulk Agregat:2.715Suhu Pencampuran

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.775Suhu Pemadatan

    Bj Effektif Agregat:2.745

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651249.51254.9728.0526.92.3712.53617.0136.49061.90.96850.01071.01028.22.80367.202.253

    25.2651248.61256.4724.0532.42.3452.53617.9297.52358.00.96869.01094.91051.12.80375.412.228

    35.2651239.11250.0720.0530.02.3382.53618.1857.81157.00.96889.01120.11075.32.90370.802.221

    Rata-rata529.82.3522.53617.7097.27559.00.96869.31095.41051.52.83371.142.234

    15.2661259.41261.1740.0521.12.4172.49817.0133.25180.91.00913.01150.41150.43.30348.602.272

    25.2661255.51260.7733.0527.72.3792.49817.6174.75773.00.96946.01192.01144.33.50326.942.236

    35.2661255.01258.5736.0522.52.4022.49816.8303.84777.11.00955.01203.31203.33.40353.912.258

    Rata-rata523.82.3992.49817.1543.95277.00.99938.01181.91166.03.40343.152.255

    15.2671267.61269.3740.0529.32.3952.46117.9572.69485.00.961016.01280.21229.03.40361.462.227

    25.2671269.81271.2743.0528.22.4042.46117.6432.32286.80.961035.01304.11251.93.60347.762.236

    35.2671272.41274.2745.0529.22.4042.46117.6312.30786.90.961045.01316.71264.03.60351.122.236

    Rata-rata528.92.4012.46117.7442.44186.30.961032.01300.31248.33.53353.452.233

    15.2681279.61279.8748.0531.82.4062.42518.4560.79295.70.96950.01197.01149.13.70310.572.214

    25.2681274.71275.0745.0530.02.4052.42518.4920.83695.50.96810.01020.6979.83.80257.842.213

    35.2681268.91269.0742.0527.02.4082.42518.4010.72596.10.96989.01246.11196.33.90306.742.215

    Rata-rata529.62.4062.42518.4500.78495.70.96916.31154.61108.43.80291.722.214

    15.2691280.91281.2738.0543.22.3582.39120.9551.36193.50.93779.0981.5912.84.10222.642.146

    25.2691279.31279.6737.0542.62.3582.39120.9661.37593.40.93835.01052.1978.54.20232.972.146

    35.2691278.91279.8735.0544.82.3472.39121.3101.80491.50.93815.01026.9955.04.40217.052.136

    Rata-rata543.52.3542.39121.0771.51492.80.93809.71020.2948.84.23224.222.143

    KAO-Se (ok)

    Lampiran C4. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    Untuk Filler 100% Semen

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    6,25 %

    KAO-Se (ok)

    6.4901621471

    7.5228310876

    7.8108672601

    7.2746201649

    3.2510890086

    4.7569943333

    3.8474291554

    3.9518374991

    2.6937831473

    2.3219058233

    2.3068582564

    2.4408490757

    0.7916237203

    0.8358806257

    0.7251532202

    0.7842191887

    1.3610954169

    1.3753700468

    1.8043465063

    100% Semen

    Kadar Aspal (%)

    VIM (%)

    50-50

    17.0129059155

    17.9293677177

    18.184990928

    17.7090881871

    17.0129059155

    17.6172344952

    16.8304838646

    17.1535414251

    17.9568785656

    17.6433325513

    17.6306452904

    17.7436188024

    18.4558864468

    18.492263316

    18.4012511609

    18.4498003079

    20.9547555411

    20.9661946545

    21.3099591078

    100% Semen

    Kadar Aspal (%)

    VMA (%)

    KAO-50 (ok)

    367.2

    375.408

    370.8049655172

    371.1376551724

    348.6

    326.9376

    353.9117647059

    343.1497882353

    361.4569411765

    347.76

    351.12

    353.4456470588

    310.572972973

    257.8357894737

    306.7421538462

    291.7169720976

    222.642

    232.965

    217.0493181818

    100% Semen

    Kadar Aspal (%)

    MQ (Kg/mm)

    Sawit

    1028.16

    1051.1424

    1075.3344

    1051.5456

    1150.38

    1144.2816

    1203.3

    1165.9872

    1228.9536

    1251.936

    1264.032

    1248.3072

    1149.12

    979.776

    1196.2944

    1108.3968

    912.8322

    978.453

    955.017

    100% Semen

    Kadar Aspal (%)

    Stabilitas (Kg)

    KAO-As (ok)

    2.8

    2.8

    2.9

    2.8333333333

    3.3

    3.5

    3.4

    3.4

    3.4

    3.6

    3.6

    3.5333333333

    3.7

    3.8

    3.9

    3.8

    4.1

    4.2

    4.4

    100% Semen

    Kadar Aspal (%)

    Flow (mm)

    Resume-Graf (ok)

    Lampiran C2. Tabel Hasil Test Marshall Dengan Filler 50% Semen - 50% Abu Sawit

    Bj Aspal:1.0374Bj Bulk Agregat:2.679Suhu Pencampuran

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.737Suhu Pemadatan

    Bj Effektif Agregat:2.708

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651139.61148.0633.0515.02.2132.50621.52111.70245.631.00765.0963.9963.902.70357.02.102

    25.2651144.81151.8640.0511.82.2372.50620.67010.74448.021.00788.0992.9992.882.90342.42.125

    35.2651145.61152.8644.0508.82.2522.50620.14610.15549.591.04795.01001.71041.772.80372.12.139

    Rata-rata511.92.2342.50620.77910.86747.751.0133333333782.7986.2999.522.80357.12.122

    15.2661144.11148.6648.0500.62.2852.46919.7987.44462.401.04820.01033.21074.533.10346.62.148

    25.2661156.01159.7650.0509.72.2682.46920.4108.15160.061.00837.01054.61054.623.20329.62.132

    35.2661151.11156.7652.0504.72.2812.46919.9637.63461.761.04865.01089.91133.503.10365.62.144

    Rata-rata505.02.2782.46920.0577.74361.411.0266666667840.71059.21087.553.13347.32.141

    15.2671164.41166.5663.0503.52.3132.43419.7084.96974.791.04885.01115.11159.703.20362.42.151

    25.2671165.01167.0669.0498.02.3392.43418.7803.87079.391.04890.01121.41166.263.40343.02.176

    35.2671163.41165.5665.0500.52.3242.43419.2964.48276.771.04900.01134.01179.363.30357.42.162

    Rata-rata500.72.3252.43419.2624.44076.981.04891.71123.51168.443.30354.32.163

    15.2681173.41174.5672.0502.52.3352.39919.7982.65686.591.04910.01146.61192.463.40350.72.148

    25.2681179.91181.1676.0505.12.3362.39919.7692.62086.751.04890.01121.41166.263.50333.22.149

    35.2681176.81177.7673.0504.72.3322.39919.9172.79985.951.04910.01146.61192.463.70322.32.145

    Rata-rata504.12.3342.39919.8282.69286.431.04903.31138.21183.733.53335.42.148

    15.2691176.11179.9671.0508.92.3112.36521.4882.28489.371.04885.01115.11159.703.80305.22.103

    25.2691176.71177.2669.0508.22.3152.36521.3392.10090.161.04870.01096.21140.053.90292.32.107

    35.2691179.91180.4670.0510.42.3122.36521.4652.25789.491.00875.01102.51102.503.80290.12.104

    Rata-rata509.22.3132.36521.4312.21489.671.0266666667876.71104.61134.083.83295.92.105

    Lampiran C5. Grafik Hasil Test Marshall Dan Tabel Penentuan Kadar Aspal Optimum

    No.KriteriaSpesifikasiKadar Aspal

    56789

    1VIM (%)3 - 5

    2VMA (%)> 13

    3Stabilitas (kg)> 550

    4Flow (mm)2 - 4

    5MQ (kg/mm)200 - 350

    7,55 %

    11.701876427

    10.7443736194

    10.1553615681

    10.8672038715

    7.4441935434

    8.1511486544

    7.6343952384

    7.7432458121

    4.9693127719

    3.8702681948

    4.4818008925

    4.4404606197

    2.6556321579

    2.6202525319

    2.7991268162

    2.691670502

    2.2844019121

    2.0998881016

    2.2567825249

    50-50

    Kadar Aspal (%)

    VIM (%)

    21.5209740019

    20.669949261

    20.1464376595

    20.7791203075

    19.7978923246

    20.4104880341

    19.9627072336

    20.0570291974

    19.7083360962

    18.7797506006

    19.2964360972

    19.261507598

    19.7984738175

    19.7693247249

    19.9166983318

    19.8281656247

    21.4876495827

    21.339396763

    21.4654580079

    50-50

    Kadar Aspal (%)

    VMA (%)

    357

    342.3724137931

    372.06

    357.144137931

    346.6219354839

    329.56875

    365.6438709677

    347.2781854839

    362.4075

    343.0164705882

    357.3818181818

    354.2685962567

    350.7247058824

    333.216

    322.2875675676

    335.4094244833

    305.1852631579

    292.32

    290.1315789474

    50-50

    Kadar Aspal (%)

    MQ (Kg/mm)

    963.9

    992.88

    1041.768

    999.516

    1074.528

    1054.62

    1133.496

    1087.548

    1159.704

    1166.256

    1179.36

    1168.44

    1192.464

    1166.256

    1192.464

    1183.728

    1159.704

    1140.048

    1102.5

    50-50

    Kadar Aspal (%)

    Stabilitas (Kg)

    2.7

    2.9

    2.8

    2.8

    3.1

    3.2

    3.1

    3.1333333333

    3.2

    3.4

    3.3

    3.3

    3.4

    3.5

    3.7

    3.5333333333

    3.8

    3.9

    3.8

    50-50

    Kadar Aspal (%)

    Flow (mm)

    Lampiran C3. Tabel Hasil Test Marshall Dengan Filler 100% Abu Sawit

    Bj Aspal:1.0374Bj Bulk Agregat:2.644Suhu Pencampuran

    Kalibrasi Alat:1.26Bj Apparent Agregat:2.700Suhu Pemadatan

    Bj Effektif Agregat:2.672

    No Benda uji% Aspal Terhadap Agregat% Aspal Terhadap CampuranBerat Benda Uji (gr)Isi Benda Uji (ml)Berat Isi Benda Uji (gr/ml)Bj. Teoritis (campuran) (Gmm)% Rongga Dalam Mineral Agregat (VMA) (%)% Rongga Dalam Campuran (VIM) (%)% Rongga Terisi Aspal (VFA) (%)Koreksi Benda UjiStabilitasKelelehan (mm)Hasil Bagi Marshall (Marshall Qoutient)(kg/mm)Kepadatan Agregat Terkompaksi (Compacted Aggregate Density ,CAD)

    Berat Benda Uji Kering (gr)Berat Benda Uji Jenuh Air (gr)Berat Benda Uji Dalam Air (gr)Pembacaan Arloji Stabilitas (kg)Stabilitas (Dengan Kalibrasi Alat) (kg)Stabilitas Dengan Koreksi Benda Uji (kg)

    ABBCDEFGHIJKLMNOPQR

    15.2651139.51142.6621.0521.62.1852.47721.49211.79845.1061.00750.0945.0945.02.50378.002.075

    25.2651140.61146.7624.0522.72.1822.47721.58111.89844.8671.00730.0919.8919.82.30399.912.073

    35.2651147.11154.7626.0528.72.1702.47722.03012.40243.7040.96765.0963.9925.32.20420.612.061

    Rata-rata524.32.1792.47721.701005221612.03344.5590.99748.3942.9930.02.33399.512.070

    15.2661154.51160.2634.0526.22.1942.44121.98410.12453.9470.96780.0982.8943.52.70349.442.062

    25.2661153.01158.9631.0527.92.1842.44122.33610.53052.8570.96785.0989.1949.52.80339.122.053

    35.2661154.81160.6636.0524.62.2012.44121.7259.82754.7690.96790.0995.4955.62.70353.922.069

    Rata-rata526.22.1932.44122.015087211610.16053.8580.96785.0989.1949.52.73347.492.062

    15.2671164.51167.2649.0518.22.2472.40720.9436.62168.3861.00800.01008.01008.02.80360.002.090

    25.2671165.21167.8651.0516.82.2552.40720.6816.31269.4811.00810.01020.61020.62.90351.932.097

    35.2671164.51167.3652.0515.32.2602.40720.4986.09570.2641.00825.01039.51039.53.30315.002.102

    Rata-rata516.82.2542.40720.7076431796.34369.3771.00811.71022.71022.73.00342.312.096

    15.2681175.11177.7656.0521.72.2522.37321.6115.07576.5171.00805.01014.31014.33.40298.322.072

    25.2681176.51168.2655.0513.22.2922.37320.2183.38883.2441.00755.0951.3951.33.80250.342.109

    35.2681175.41179.1657.0522.12.2512.37321.6515.12376.3361.00735.0926.1926.14.10225.882.071

    Rata-rata519.02.2652.37321.15978572984.52978.6991.00765.0963.9963.93.77258.182.084

    15.2691152.71153.8645.0508.82.2662.34022.0133.18885.5191.04710.0894.6930.44.60202.262.062

    25.2691182.61183.9663.0520.92.2702.34021.8482.9