Fraksi Agregat

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FRAKSI AGREGAT

Ukuran Ayakan% Berat Yang LolosLASTON (AC)Gradasi HalusGradasi Kasar(inch)(mm)AC-WCAC-BCAC-BaseAC-WCAC-BCAC-Base11/2''37,5--100--1001"25-10090 - 100-10090 - 1003/4''1910090 - 10073 - 9010090 - 10073 - 901/2''12.590 - 10074 9061 - 7990 - 10071 - 9055 - 763/8''9.572 - 9064 8247 - 6772 - 9058 - 8045 - 66No.44.7554 - 6947 6439,5 - 5043 - 6337 - 5628 - 39,5No.82.3639,1 - 5334,6 - 4930,8 - 3728 - 39,123 - 34,619 - 26,8No.161.1831,6 - 4028,3 - 3824,1 - 2819 - 25,615 - 22,312 - 18,1No.300.623,1 - 3020,7 - 2817,6 - 2213 - 19,110 - 16,77 - 13,6No.500.315,5 - 2213,7 - 2011,4 - 169 - 15,57 - 13,75 - 11,4No.1000.159 - 154 134 - 106 135 - 114,5 - 9No.2000.0754 - 104 83 - 64 - 104 - 83 - 7

BATAS TENGAHKOMPOSISI AGRERAT

Ukuran Ayakan% Berat Yang Lolos Gradasi HalusGRADASI BATAS TENGAH

(inchi)(mm)AC-WC% Lolos Batas Atas% Lolos Batas Bawah% Lolos Batas TengahSaringanDiameter % Lolos%TertahanPB11/2''37.5----CA3/4''1910001"25----1/2''12.5955CA= 3/4''191001001001003/8''9.581141/2''12.590 1001009095No.44.7561.519.553.953/8''9.572 - 90907281No.82.3646.0515.45No.44.7554 - 69695461.5No.161.1835.810.25No.82.3639,1 535339.146.05FANo.300.626.559.25FA= No.161.1831,6 404031.635.8No.500.318.757.8No.300.623,1 303023.126.55No.1000.15126.7539.05No.500.315,5 222215.518.75No.2000.07575No.1000.159 - 1515912Pan-077No.2000.0754 - 101047Total100Pan000FFKadar Aspal Ditentukan dengan Cara Menghitung Nilai PbPb=(0.035 x CA) + (0.045 x FA) + (0.18 x Filler) + K=(0.035 x 53,95) + (0.045 x 39,05) + (0.18 x 7) + 0.75=5.66%dibulatkan menjadi 5.50%PERKIRAAN NILAI KADAR ASPALPB-1PB-0,5PBPB+0,5PB+14.50%5.00%5.50%6.0%6.5%JMFFraksi% TertahanBerat Jenis% PenyerapanBJ Terpakai[2] / [7]BulkSSDApparent12345678Kasar53.952.65802.66282.67150.19002.671520.19Halus39.052.58852.67242.82563.24182.707114.43Filler 7.003.15002.22Total36.84Kadar AspalBJ Aspal (gr/cm3)[9] / [10][8] x {(100-[9])/100}[11] + [12]BJ Teori Max (%)100 / [13]910111213144.501.02384.4035.1839.582.52665.001.02384.8835.0039.882.50735.501.02385.3734.8240.192.48836.001.02385.8634.6340.492.46966.501.02386.3534.4540.802.4512Diameter Benda Uji=10.16cmTinggi Benda Uji=6.35cmVolume Benda Uji= x x d2 x t= x x (10.16)2 x (6.35)=514.8148cm3Perhitungan untuk Kadar Aspal 4.5 % :Perhitungan untuk Kadar Aspal 5,0 % :Perhitungan untuk Kadar Aspal 5,5 % :

Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Berat Total=Volume Benda Uji x BJ Teori Max x 0.96=514.8148 x 2.5266x 0.96=1248.7gr=514.8148 x 2.5073x 0.96=1239.2gr=514.8148 x 2.5073x 0.96=1229.8grBerat Aspal=Kadar Aspal x Berat TotalBerat Aspal=Kadar Aspal x Berat TotalBerat Aspal=Kadar Aspal x Berat Total=4.5% x 1248,7=56.2gr==62.0gr==67.6grBerat Agregat=Berat Total - Berat AspalBerat Agregat=Berat Total - Berat AspalBerat Agregat=Berat Total - Berat Aspal=1248,7-56,2=1192.5gr==1177.2gr==1162.1grCatatan :0.96 didapat dari : 100% - void = 100% - 4% = 96% = 0.96Perhitungan untuk Kadar Aspal 6,0 % :Perhitungan untuk Kadar Aspal 6,0 % :

Perhitungan Selanjutnya Ditabelkan.Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Kadar AspalBerat (gr)=514.8148 x 2.5073x 0.96=1220.5gr=514.8148 x 2.5073x 0.96=1211.4gr%TotalAspalAgregatBerat Aspal=Kadar Aspal x Berat TotalBerat Aspal=Kadar Aspal x Berat Total4.51248.756.21192.5==73.2gr==78.7gr5.01239.262.01177.2Berat Agregat=Berat Total - Berat AspalBerat Agregat=Berat Total - Berat Aspal5.51229.867.61162.1==1147.3gr==1132.7gr6.01220.573.21147.36.51211.478.71132.7JMF BATAS TENGAHSaringan%%Kadar Aspal (%)TotalTotalLolosTertahan4.505.005.506.006.50Agregat3 Benda Uji1910000.000.000.000.000.0000.012.595559.6258.8658.1157.3756.63290.59871.89.58114166.95164.81162.70160.62158.58813.662441.04.7561.519.5232.53229.55226.62223.72220.881133.313399.92.3646.0515.45184.24181.88179.55177.26175.00897.932693.81.1835.810.25122.23120.66119.12117.60116.10595.711787.10.626.559.25110.31108.89107.50106.13104.77537.591612.80.318.757.893.0191.8290.6589.4988.35453.321360.00.15126.7580.4979.4678.4477.4476.46392.301176.90.0757559.6258.8658.1157.3756.63290.59871.8Pan0783.4782.4081.3580.3179.29406.831220.5Berat Total Agregat (gr)1192.51177.21162.11147.31132.75811.817435.5Berat Aspal (gr)56.262.067.673.278.7337.81013.3Berat Total Benda Uji (gr)1248.71239.21229.81220.51211.46149.618448.8BJ Teori Max2.52662.50732.48832.46962.4512--

BATAS BAWAHKOMPOSISI AGRERAT

Ukuran Ayakan% Berat Yang Lolos Gradasi HalusGRADASI BATAS BAWAH

(inchi)(mm)AC-WC% Lolos Batas Atas% Lolos Batas Bawah% Lolos Batas TengahSaringanDiameter % Lolos%TertahanPB (%)11/2''37.5----CA3/4''1910001"25----1/2''12.59010CA= 3/4''191001001001003/8''9.572181/2''12.590 1001009095No.44.75541860.93/8''9.572 - 90907281No.82.3639.114.9No.44.7554 - 69695461.5No.161.1831.67.5No.82.3639,1 535339.146.05No.300.623.18.5FA= No.161.1831,6 404031.635.8FANo.500.315.57.6No.300.623,1 303023.126.55No.1000.1596.535.1No.500.315,5 222215.518.75No.2000.07545No.1000.159 - 1515912Pan-044No.2000.0754 - 101047Total100Pan000FFKadar Aspal Ditentukan dengan Cara Menghitung Nilai PbPb=(0.035 x CA) + (0.045 x FA) + (0.18 x Filler) + K=(0.035 x 60,9) + (0.045 x 35,1) + (0.18 x 4) + 0.75=5.18%dibulatkan menjadi 5.00%PERKIRAAN NILAI KADAR ASPALPB-1PB-0,5PBPB+0,5PB+14.00%4.50%5.00%5.5%6.0%JMFFraksi% TertahanBerat Jenis% PenyerapanBJ Terpakai[2] / [7]BulkSSDApparent12345678Kasar60.902.60922.61552.62560.24002.625623.19Halus35.102.63662.66872.72391.21462.723912.89Filler 4.003.15001.27Total37.35Kadar AspalBJ Aspal (gr/cm3)[9] / [10][8] x {(100-[9])/100}[11] + [12]BJ Teori Max (%)100 / [13]910111213144.01.01273.9535.8639.812.51224.51.01274.4435.6740.112.49295.01.01274.9435.4840.422.47405.51.01275.4335.3040.732.45546.01.01275.9235.1141.032.4370Diameter Benda Uji=10.16cmTinggi Benda Uji=6.35cmVolume Benda Uji= x x d2 x t= x x (10.16)2 x (6.35)=514.8148cm3Perhitungan untuk Kadar Aspal 4 % :Perhitungan untuk Kadar Aspal 4.5 % :Perhitungan untuk Kadar Aspal 5 % :

Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Berat Total=Volume Benda Uji x BJ Teori Max x 0.96=514.8148 x 2.5122x 0.96=1241.6gr=514.8148 x 2.4929x 0.96=1232.1gr=514.8148 x 2.4740x 0.96=1222.7grBerat Aspal=Kadar Aspal x Berat TotalBerat Aspal=Kadar Aspal x Berat TotalBerat Aspal=Kadar Aspal x Berat Total=4.0% x 1241,6=49.7gr=4.5% x 1232,1=55.4gr=5% x 1222.7=61.1grBerat Agregat=Berat Total - Berat AspalBerat Agregat=Berat Total - Berat AspalBerat Agregat=Berat Total - Berat Aspal=1241.6-49.7=1191.9gr=1232.1-55.4=1176.6gr=1222.7-61.1=1161.6grCatatan :0.96 didapat dari : 100% - void = 100% - 4% = 96% = 0.96Perhitungan untuk Kadar Aspal 5.5 % :Perhitungan untuk Kadar Aspal 6 % :

Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Perhitungan Selanjutnya Ditabelkan.=514.8148 x 2.4554x 0.96=1213.5gr=514.8148 x 2.4370x 0.96=1204.4grKadar AspalBerat (gr)Berat Aspal=Kadar Aspal x Berat TotalBerat Aspal=Kadar Aspal x Berat Total%TotalAspalAgregat=5.5% x 1213.5=66.7gr=6% x 1204.4=72.3gr4.01241.649.71191.9Berat Agregat=Berat Total - Berat AspalBerat Agregat=Berat Total - Berat Aspal4.51232.155.41176.6=1213.5-66.7=1146.8gr=1204.4-72.3=1132.2gr5.01222.761.11161.65.51213.566.71146.86.01204.472.31132.2JMF BATAS BAWAHSaringan%%Kadar Aspal (%)TotalTotalLolosTertahan4.004.505.005.506.00Agregat3 Benda Uji1910000.000.000.000.000.0000.012.59010119.19117.66116.16114.68113.22580.901742.79.57218214.54211.79209.08206.42203.791045.623136.94.755418214.54211.79209.08206.42203.791045.623136.92.3639.114.9177.59175.32173.07170.87168.69865.542596.61.1831.67.589.3988.2587.1286.0184.91435.681307.00.623.18.5101.31100.0198.7397.4796.23493.771481.30.315.57.690.5889.4288.2887.1586.04441.481324.50.1596.577.4776.4875.5074.5473.59377.591132.80.0754559.6058.8358.0857.3456.61290.45871.4Pan0447.6847.0646.4645.8745.29232.36697.1Berat Total Agregat (gr)1191.91176.61161.61146.81132.25809.017427.0Berat Aspal (gr)49.755.461.166.772.3305.2915.7Berat Total Benda Uji (gr)1241.61232.11222.71213.51204.46114.318342.8BJ Teori Max2.51222.49292.47402.45542.4370--

BATAS ATASKOMPOSISI AGRERAT

Ukuran Ayakan% Berat Yang Lolos Gradasi Halus

(inchi)(mm)AC-WC% Lolos Batas Atas% Lolos Batas Bawah% Lolos Batas TengahSaringanDiameter % Lolos%TertahanPB (%)11/2''37.5----CA3/4''1910001"25----1/2''12.510003/4''191001001001003/8''9.590101/2''12.590 1001009095No.44.756921473/8''9.572 - 90907281No.82.365316No.44.7554 - 69695461.5No.161.184013No.82.3639,1 535339.146.05No.300.63010FA= No.161.1831,6 404031.635.8FANo.500.3228No.300.623,1 303023.126.55No.1000.1515743No.500.315,5 222215.518.75No.2000.075105No.1000.159 - 1515912Pan-01010No.2000.0754 - 101047Total100Pan000FFKadar Aspal Ditentukan dengan Cara Menghitung Nilai PbPb=(0.035 xCA ) + (0.045 x FA) + (0.18 x Filler) + K=(0.035 x 47) + (0.045 x 43) + (0.18 x 10) + 0.75=6.13%dibulatkan menjadi 6.00%PERKIRAAN NILAI KADAR ASPALPB-1PB-0,5PBPB+0,5PB+15.00%5.50%6.00%6.5%7.0%Fraksi% TertahanBerat Jenis% PenyerapanBJ Terpakai[2] / [7]BulkSSDApparent12345678Kasar47.002.65582.67852.71590.83352.715917.31Halus43.002.59862.66412.78072.51992.689715.99Filler 10.003.15003.17Total36.47Kadar AspalBJ Aspal (gr/cm3)[9] / [10][8] x {(100-[9])/100}[11] + [12]BJ Teori Max (%)100 / [13]910111213145.01.03874.8134.6439.462.53445.51.03875.3034.4639.762.51536.01.03875.7834.2840.062.49656.51.03876.2634.1040.352.47807.01.03876.7433.9140.652.4598

Diameter Benda Uji=10.16cmTinggi Benda Uji=6.35cmVolume Benda Uji= x x d2 x t= x x (10.16)2 x (6.35)=514.8148cm3Perhitungan untuk Kadar Aspal 5 % :Perhitungan untuk Kadar Aspal 5,5 % :Perhitungan untuk Kadar Aspal 6% :

Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Berat Total=Volume Benda Uji x BJ Teori Max x 0.96Berat Total=Volume Benda Uji x BJ Teori Max x 0.96=514.8148 x 2.5344x 0.96=1252.5gr=514.8148 x 2.5153x 0.96=1243.1gr=514