grafik ac wc perkerasan
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PERHITUNGAN BAHAN SUSUN BENDA UJI MARSHALL TESTCAMPURAN ASPAL LASTON AC-WC
Asal agregat : Kadar Filler : 7 % thd. Agregat ( 1200 gr ) Bahan ikat : - Aspal = 6 %Agregat kasar : Kadar Aspal : 6% thd. Agregat ( 1200 gr )Agregat halus :Filler :
Bahan Saringan Spesifikasi 2010 Tinggal Jumlah bahan menurut Jumlah bahan susun Berat jenis KeteranganLolos ( % ) Diatas spesifikasi Spesifikasi 2010
mm # Range Target ( % ) Tinggal ( % ) ( gr ) Berat (gr) % thd. Agg % thd. Camp Min19 3/4" 100 100 0 0 0 Bulk : Apparent : 3/4" 100
Agregat 12.5 1/2" 90 - 100 92 8 8 96 600 50 47.00 2.667 2.767 1/2" 901200 gr 9.50 3/8" 72 - 90 82 18 10 120 3/8" 72
4.75 # 4 43 - 63 50 50 32 384 N0.4 432.36 # 8 28 - 39.1 35 65 15 180 N0.8 281.18 # 16 19 - 25.6 22 78 13 156 N0.16 19
0.600 # 30 13 - 19.1 15 85 7 84 516 43 40.42 2.597 2.758 N0.30 130.300 # 50 9 - 15.5 11 89 4 48 N0.50 90.150 # 100 13-Jun 9 91 2 24 N0. 100 60.075 # 200 4 - 10 7 93 2 24 N0.200 4
Filler Pasir Besi Pan 100 7 84 84 7 6.58 3.254 4.678Bahan ikat Aspal 6.0 76.6 6.00 1.021
6.0% Jumlah 1200 1276.6 100 100
CATATAN :Kebutuhan Bahan :
BJ.Curah = 100 = 2.670 UJI Spec. Hasil Campuran Untuk Mencari KAO50 + 43 + 7 Stabilitas > 800 kg #REF! Laston tipe AC-WC CA
2.667 2.597 3.254 VFA > 65 % #REF! FAVIM 3.5 - 5 % #REF! FF
BJ.App = 100 = 2.792 VMA > 15 % #REF! ASPAL50 + 43 + 7 Flow min. 3.0 #REF! Pada KAO
2.767 2.758 4.678 MQ min. 250 #REF! CATumbukan 2x75 FA
BJ.Eff = (2.650 + 2.731) / 2 = 2.731 FFASPAL
5.945 %» 6.00 % Total
DP = CAFAFF
Aspal
Kadar aspal optimum perkiraan = 0.035(%CA)+0.045(%FA)+0.18(%Filler)+K=
0.01 0.1 1 10 1000
10
20
30
40
50
60
70
80
90
100
Target Gradasi Campuran AC-WC
Ukuran Saringan, mm
Pro
sen
tase
Lo
los,
%
Gradasi 2007
Target Gradasi Mixdesain 2010
Gradasi 2010
Daerah larangan
0.01 0.1 1 10 1000
10
20
30
40
50
60
70
80
90
100
Target Gradasi Campuran AC-WC
Ukuran Saringan, mm
Pro
sen
tase
Lo
los,
%
Gradasi 2007
restriction
0.01 0.1 1 10 1000
10
20
30
40
50
60
70
80
90
100
Target Gradasi Campuran AC-WC
Ukuran Saringan, mm
Pro
sen
tase
Lo
los,
%
0.01 0.1 1 10 1000
10
20
30
40
50
60
70
80
90
100
Target Gradasi Campuran AC-WC
Ukuran Saringan, mm
Pro
sen
tase
Lo
los,
%
Gradasi 2010
Nilai Tengah Gradasi 2010
Spesifikasi 2010 Spesifikasi 2007Max Min Max100 100 100100 90 9090 90 9063 50 50
39.1 39.1 39.125.6 25.6 31.619.1 19.1 23.115.5 15.5 15.513 6 1310 4 10
Kebutuhan Bahan : Untuk Mencari KAO jumlah
600 gr 12000 gr 12 kg516 gr 10320 gr 10.32 kg84 gr 1680 gr 1.68 kg
76.6 gr 1531.9149 gr 1.53191 kg
#REF! gr #REF! gr #REF! kg#REF! gr #REF! gr #REF! kg#REF! gr #REF! gr #REF! kg#REF! gr #REF! gr #REF! kg
untuk 40 sampel#REF! kg 33 kg#REF! kg 15 kg#REF! kg 5 kg#REF! kg 4 kg
Penentuan Kadar Aspal OptimumTumbukan : 2 x 75 (dry)
Berat isi Berat jenis % Rongga % Rongga % Rongga
BERAT SAMPLE Volume (Kepada Maks Teoritis di antara dalam Terisi STABILITAS Hasil
Nama / contoh tan/Gmb) (Gmm) Agregat campuran Aspal (Flow) Bagi
kode (VMA) (VIM) (VFA) Marshall
Benda a b c d e f g h I j k l m n o p
Uji Bacaan Disesuai Faktor Stabilitas x Bacaan
Di udara SSD Dalam Air c - d b/e Arloji kan Koreksi Koreksi Arloji n/oVolume Volume
% mm gram gram gram cm3 gr/cm3 gr/cm3 % % Strip Kg Kg mm kg/mm
1 5 60.00 1177.70 1189.00 691 498.00 2.36 2.52 15.84 6.15 61.18 158.00 2331.11 1.10 2561.89 2.63 974.102 5 60.00 1181.80 1196.00 692 504.00 2.34 2.52 16.55 6.95 58.05 145.00 2139.31 1.10 2351.10 3.66 642.38
Average 2.35 2.52 16.20 6.55 59.61 2456.50 3.15 808.241 5.5 58.60 1155.60 1165.60 675 490.60 2.36 2.50 16.62 5.80 65.09 180.00 2655.70 1.14 3035.46 2.75 1103.802 5.5 58.50 1167.10 1176.00 686 490.00 2.38 2.50 15.68 4.75 69.74 143.00 2109.80 1.15 2419.95 3.27 740.04
Average 2.37 2.50 16.15 5.27 67.42 2727.70 3.01 921.921 6 59.10 1159.50 1160.70 675 485.70 2.39 2.48 15.94 3.80 76.18 185.00 2729.47 1.13 3078.84 2.96 1040.152 6 58.80 1152.90 1154.60 674 480.60 2.40 2.48 15.53 3.33 78.56 122.00 1799.97 1.14 2046.57 3.05 671.01
Average 2.39 2.48 15.73 3.56 77.37 2562.70 3.01 855.581 6.5 59.10 1168.40 1169.50 680 489.50 2.39 2.46 16.40 3.08 81.22 120.00 1770.47 1.13 1997.09 3.60 554.752 6.5 58.50 1164.10 1164.80 677 487.80 2.39 2.46 16.42 3.10 81.12 126.00 1858.99 1.15 2132.26 2.85 748.16
Average 2.39 2.46 16.41 3.09 81.17 2064.67 3.23 651.451 7 60.50 1147.50 1148.30 655 493.30 2.33 2.44 18.96 4.83 74.51 135.00 1991.77 1.08 2159.08 2.95 731.892 7 59.70 1135.50 1137.20 663 474.20 2.39 2.44 16.58 2.03 87.73 91.00 1342.60 1.11 1488.95 3.44 432.83
Average 2.36 2.44 17.77 3.43 81.12 1824.01 3.20 582.36
PERHITUNGAN MARSHALL TEST DRY
kadar aspal
tebal benda uji
T
a
G
a
se
100
100
sbG
fa)100(100
h
ih )(100
g
f )100(100
Penentuan Kadar Aspal OptimumTumbukan : 2 x 75 (soaked)
Berat isi Berat jenis % Rongga % Rongga % Rongga
BERAT SAMPLE Volume (Kepada Maks Teoritis di antara dalam Terisi STABILITAS Hasil
Nama / contoh tan) (Gmm) Agregat campuran Aspal (Flow) Bagi
kode (VMA) (VIM) (VFA) Marshall
Benda a b c d e f g h I j k l m n o p
Uji Bacaan Disesuai Faktor Stabilitas x Bacaan
Di udara SSD Dalam Air c - d b/e Arloji kan Koreksi Koreksi Arloji n/oVolume Volume
% mm gram gram gram cm3 gr/cm3 gr/cm3 % % Strip Kg Kg mm kg/mm
1 5 59 1185.20 1187.90 697 490.90 2.41 2.52 14.08 4.19 70.27 148.00 2183.57 1.13 2469.62 3.96 623.642 5 60.5 1173.70 1178.00 676 502.00 2.34 2.52 16.80 7.21 57.05 132.00 1947.51 1.08 2111.10 4.40 479.80
Average 2.38 2.52 15.44 5.70 63.66 2290.36 4.18 551.721 5.5 59.5 1190.80 1192.10 700 492.10 2.42 2.50 14.34 3.23 77.49 126.00 1858.99 1.12 2072.77 4.86 426.502 5.5 59 1162.60 1164.40 677 487.40 2.39 2.50 15.56 4.61 70.39 146.00 2154.07 1.13 2436.25 3.50 696.07
Average 2.40 2.50 14.95 3.92 73.94 2254.51 4.18 561.281 6 58 1167.20 1173.10 680 493.10 2.37 2.48 16.65 4.61 72.30 111.00 1637.68 1.16 1904.62 4.40 432.872 6 58.5 1166.60 1171.80 684 487.80 2.39 2.48 15.79 3.62 77.04 118.00 1740.96 1.15 1996.88 4.45 448.74
Average 2.38 2.48 16.22 4.12 74.67 1950.75 4.43 440.801 6.5 59.0 1151.70 1154.30 673 481.30 2.39 2.46 16.19 2.84 82.48 132.00 1947.51 1.13 2202.64 4.30 512.242 6.5 59.0 1162.70 1165.50 677 488.50 2.38 2.46 16.64 3.35 79.84 136.00 2006.53 1.13 2269.38 4.20 540.33
Average 2.39 2.46 16.41 3.10 81.16 2236.01 4.25 526.291 7 58.5 1144.80 1134.40 650 484.40 2.36 2.44 17.67 3.31 81.25 65.00 959.00 1.15 1099.98 5.60 196.422 7 59.5 1162.30 1164.90 673 491.90 2.36 2.44 17.68 3.33 81.16 110.00 1622.93 1.12 1809.56 4.30 420.83
Average 2.36 2.44 17.68 3.32 81.21 1454.77 4.95 308.63
PERHITUNGAN MARSHALL TEST SOAKED
kadar aspal
tebal benda uji
T
a
G
a
se
100
100
sbG
fa)100(100
h
ih )(100
g
f )100(100