bj. ag.halusData Pengujian Berat Jenis dan Penyerapan HalusPemeriksaanBenda Uji (gram)I (x)II (A)III (C)Berat Picnometer183.96182.56148.91Berat Benda Uji SSDB1383.39374.89407.95Berat Benda Uji + Picnometer567.35509.16557.47Berat Benda Uji + Picnometer + Air SulingB2948.6954.89909.3TemperaturoC262626Angka Koreksi Suhu0.99970.99970.9997Berat Benda Uji + Picnometer + Air Suling TerkoreksiB2'948.320954.600909.030Berat Air Suling + PicnometerB4705.140709.170671.600Berat Air Suling + Picnometer TerkoreksiB4'704.928708.957671.399Berat benda Uji Kering OvenB3376.1380.2367.7PerhitunganBenda Uji (gram)RerataBJ Bulk =B32.6862.9422.1592.596(B4+B1-B2)Bj SSD =B12.7392.9012.3952.678(B4+B1-B2)BJ App=B32.8342.8262.8272.829(B4+B3-B2)Abs=(B1-B3)100 %1.938-1.39710.9463.829B3

bj. ag. kasarData Pengujian Berat Jenis dan Penyerapan Kasar(Kerikil 1 CM)Data Pengujian Berat Jenis dan Penyerapan Kasar(Kerikil 0.5 CM)PemeriksaanBenda Uji (gram)PemeriksaanBenda Uji (gram)IIIIIIIIIIIIBerat Benda Uji SSDA300030003000Berat Benda Uji SSDA300030003000Berat Benda Uji dalam AirB1855.718471847.8Berat Benda Uji dalam AirB1861.11854.71857.9TemperaturoC252525TemperaturoC252525Angka Koreksi111Angka Koreksi111Berat Benda Uji dalam Air TerkoreksiB'1855.7001847.0001847.800Berat Benda Uji dalam Air TerkoreksiB'1861.1001854.700Berat benda Uji Kering OvenC2938.22941.82938.3Berat benda Uji Kering OvenC2919.12922.32922.6PerhitunganBenda Uji (gram)RerataPerhitunganBenda Uji (gram)RerataBJ Bulk =C2.5682.5512.5502.556BJ Bulk =C2.5632.5522.557A-BA-BBj SSD =A2.6222.6022.6042.609Bj SSD =A2.6342.6192.627A-BA-BBJ App=C2.7142.6872.6942.699BJ App=C2.7592.7372.748C-BC-BAbs=A-C 100 %2.10%1.98%2.10%2.06%Abs=A-C 100 %2.77%2.66%2.72%CC

bj.bitumenData Pengujian Berat Jenis Bitumen KerasPemeriksaanBenda Uji (gram)I (3)II (A)III (4)Berat PicnometerA27.327.732.6Berat Picnometer + AirB47.446.955.6TemperaturoC262626Angka Koreksi0.99970.99970.9997Berat Picno + Air TerkoreksiB'47.38646.88655.583Berat Picnometer + BitumenC34.734.734.7Berat Picno + Bitumen + AirD4747.255.8Berat Picno + Bitumen + Air TerkoreksiD'46.98647.18655.783PerhitunganBenda Uji (gram)BJ Aspal=(C-A)0.94871.04481.1052(B-A)-(D-C)Rerata1.0329

keausanJenis SampleABCDBerat SemulaA5000500050005000Berat setelah diujiB3896.53776.54056.54062Berat yang aus(A-B)1103.51223.5943.5938Keausan(A-B) 100%22.0724.4718.8718.76ARerata21.0425

daktilitasPersiapanWaktu (menit)Temperatur (oC)Persiapan Benda UjiBenda Uji DipanaskanMendinginkan Benda UjiDiamkan Pada Suhu RuangPerendaman Benda UjiDirendam dalam Water BathPengamatanDuktilitas Test25

Data PengamatanDuktilitas (25 oC)Jarak (cm)WaktuPengamatan 130cm 6menitPengamatan 264cm 12menit48detik12.8Pengamatan 358.5cm 11menit42detik11.7Rerata50.83cm 1010detik10.1666666667kecepatan 5cm per menit

PenetrasiData Pengamatansampel 2%sampel 2,5 %sampel 3 %sampel 3,5 %sampel 4%pengamatan 70.523.515.536.542.5rerata a,b,c37.7

analisa saringanData Pengujian Gradasi Butiran Agregat

Ukuran SaringanLatastonBerat SaringanBerat Kerikil 1cm + saringanBerat Kerikil 1cmTertahan Rata-rata% komulatifBerat Kerikil 0,5 cm + saringanBerat Kerikil 0,5 cmTertahan Rata-rata% komulatifBerat Pasir + saringanBerat PasirTertahan Rata-rata% komulatifmmNoLapis Aus(gram)123123(gram)(%)tertinggallolos123123(gram)(%)tertinggallolos123123(gram)(%)tertinggallolos193/4"1006053/4"60560560500000.00%0.00%100.00%3/4"60560560500000.00%0.00%100.00%3/4"60560560500000.00%0.00%100.00%12.71/2"90-1005861/2"863.5910.5831.5277.50324.50245.50282.5023.54%23.54%76.46%1/2"588.55875872.5111.500.13%0.13%99.88%1/2"58658658600000.00%0.00%100.00%9.53/8"75-85576.53/8"1251.511681211.5675.00591.50635.00633.8352.82%76.36%23.64%3/8"582584.5579.55.5835.500.46%0.58%99.42%3/8"576.5576.5576.500000.00%0.00%100.00%2.36850-72397.58638.5677709241.00279.50311.50277.3323.11%99.47%0.53%81581.51577.51586.51184118011891184.3398.69%99.28%0.72%8464.5473.5468677670.571.175.88%5.88%94.13%0.63035-72385.530385.5385.5385.50.000.000.000.000.00%99.47%0.53%30389392.5388.53.5734.500.38%99.65%0.35%30728.5740734343354.5348.5348.6729.04%34.92%65.08%20006-12418.5200419.5419419.51.000.501.000.830.07%99.54%0.46%200419418.54190.500.50.330.03%99.68%0.32%20097710641021.5558.5645.5603602.3350.25%85.17%14.83%Pan444449.54484515.504.007.005.500.46%100.00%-0.00%448448447.5443.53.830.32%100.00%0.00%675.5568622231.5124178177.8314.83%100.00%0.00%1200120012001200100.00%1200120012001200100.00%1200120012001200100.00%% lolos%tertahantertahanabjumlahABP0.260.74komulatifindividualgramYang Harus Disiapkan80%61%3/4"1001001000.260.741.0000.00000Krikil 1cm0.26Krikil0.35464684011/2"90100950.200.740.9380.06273.99054201531184Krikil 0,5cm0.74Pasir0.64535315993/8"7585.0080%0.060.740.8000.138166.0094579847265685072.0061.000.000.690.6960.104124.67242633681995303572.00530.000.480.4820.214257.22317206264116200612.0090.000.110.1110.371445.284467078971250.11132.819934521621251.0001200.00019200.000CAFaFK0.20.320.373p3.08811375522.533.54

job mix

Suhu31 CAngka koreksi0.9989Nilai PSample AspalTinggiBerat AwalBerat dalam AirBerat Jenuh PermukaanBJ Bulk

2%16.9771214643.51222.22.095242582626.9881210641.251218.42.093949545836.9121211.56391220.92.0794609845RERATA6.9591211.8333333333641.251220.52.08955103762.50%46.9871199628.21207.52.067273386457.15312206591227.92.141760305866.9201224653.51234.52.1041092273RERATA7.0201214.3333333333646.91223.32.10438097323%76.7971207658.71214.92.167259383186.9831191.5650.11206.42.139080212796.7801226670.11232.62.176703165RERATA6.8531208.1666666667659.63333333331217.96666666672.16101425363.5%106.9731221677.91226.92.2210269625117.0471227.5650.71233.72.1029070364127.0331229675.21235.42.1909545417RERATA7.0181225.8333333333667.933333333312322.17162951354%136.9371224668.61231.12.1731586289146.9671232693.11237.22.2611212985156.9131227707.61232.72.3332391924RERATA6.93888888891227.6666666667689.76666666671233.66666666672.2558397066Nilai Rerata Benda Uji dibutuhkan untuk perhitungan Volumeterik Beton

ansar+mixdesain!ANALISA SARINGANPerlu di ingat berat analisa saringan awal 1200 kgAGREGAT KASAR DIAMETER 1CM (1200 gr)AAGREGAT KASAR DIAMETER 0.5CM (1200 gr)AGREGAT HALUS (1200 gr) BNOTERTAHAN% KUMULATIFNOTERTAHAN% KUMULATIFNOTERTAHAN% KUMULATIF(gr)(%)TERTINGGALLOLOS(gr)(%)TERTINGGALLOLOS(gr)(%)TERTINGGALLOLOS1 1/21001 1/21001100.00110011003/4100.003/41003/41001/2100.001/2282.523.5423.5476.461/21.50.130.1399.883/8100.003/8633.8352.8276.3623.643/85.50.460.5899.42871.175.935.9394.078277.3423.1199.470.5381184.3398.6999.280.72160.000.005.9394.07160.0099.470.531600.0099.280.7230348.6729.0634.9965.013000.0099.470.53304.50.3899.650.35200602.3350.1985.1814.822000.830.0799.540.462000.330.0399.680.32PAN177.8314.82100.00-0.00PAN5.50.46100.00-0.00PAN3.840.32100.000.00JUMLAH1200.00100.00JUMLAH1200100JUMLAH1200100.001200.00100.00

MENCARI NILAI "P"KETNOBAWAHATASMEDIANNOabJUMLAHSPESIFIKASI3/41001001000.340.66BAWAHATASMASUK1/290100953/434.2857165.7142857143100.00100100MASUK3/87585801/226.214285714365.714285714391.9390100MASUK85072613/88.104857142961.816880952469.92173809526090MASUK1600080.180857142961.816880952461.99773809522858MASUK30357253.5160.180857142942.72304761942.90390476191927GAGAL2006129300.18085714299.73830952389.91916666671118GAGAL2000.1571428571-00.1571428571410RUMUS:a =P - BA - BNO% Lolos% Lolos u/ hitungan PLolos dlm Gram15 Benda Uji (gram)=0.34JUMLAHKUMULATIFb=0.663/4100.0001/291.938.07P = nilai median saringan no. 163/869.9222.006833333322.0068333333264.503967.4645872085A = nilai % lolos kumulatif agregat kasar saringan no. 16862.007.92495.241428.5648876806B = nilai % lolos kumulatif agregat halus saringan no. 161642.9019.0938333333229.493442.2993275146309.9232.984738095260.0025714286396.445946.5975103734Nilai P Aspal beda dengan Nilai P agregat2000.169.76202380950.1571428571117.331759.9298898269TOTAL99.84285714291102.9916544.8562026041Dari Asphalt InstituteNilai P Aspal (Persentase)abKcFP0.03522.00683333330.04560.00257142860.180.15714285712.388p=6Maka, persentase aspal dari 1200 gram terhadap 15 benda uji diambil sebesar 6%6.50%7%7.50%8%Nilai persentase di ambil dari nilai tengah dengan setiap persentase diambil 3 benda uji15 Benda Uji, maka Aspal yang dibutuhkan tiap benda uji (gram)6%6.50%7%7.50%8%Benda uji 17278849096Benda uji 27278849096Benda uji 37278849096

Modul Praktikum Bab 3 Analisa SaringanModul Praktikum Bab 8 Mix Design

lose heatingMulai12.30Akhir17.30SampleBerat CawanCawan + Aspal SebelumAspal SebelumCawan+ Aspal SesudahAspal SesudahKehilangan Berat

18.82819.227.919.10.128.929.820.929.820.9038.827.118.326.8180.3

tinggi sampeldiameter10.1noketeranganIIIIIIrataanluasvolumekadar aspal (%)compaction12mesin6.937.016.996.97780.1184666482558.959835648822mesin7.026.9556.996.98880.1184666482559.89455109332manual6.8956.886.966.91280.1184666482553.7521353166

12.5mesin6.976.9976.98780.1184666482559.761020315222.5mesin7.137.167.177.15380.1184666482573.114098089932.5manual6.916.946.916.92080.1184666482554.4197892054

13manual6.836.756.816.79780.1184666482544.538511652123mesin7.037.036.896.98380.1184666482559.493958759733manual6.726.826.86.78080.1184666482543.2032038746

13.5mesin6.9676.966.97380.1184666482558.692774093323.5mesin7.027.047.087.04780.1184666482564.568128314133.5manual6.867.17.147.03380.1184666482563.4998820922

14manual76.936.886.93780.1184666482555.755096982824mesin6.916.987.016.96780.1184666482558.158650982334manual6.956.86.996.91380.1184666482553.8856660944

Volumeterrik BetonNOLolos dlm Gram%KomposisiP130.39%P258.54%3/473.99054201536.17P311.07%1/2166.009457984713.83100.003/8124.672426336810.398257.223172062621.4430445.284467078937.11200132.819934521611.07TOTAL1200100.00

Tabel I (Agregat)No.BahanBJ% Komposisi Campuran AgregatEffektifBulkSSD123451Agg. Kasar2.592.5572.627P130.3930.3930.3930.3930.392Agg. Halus2.642.5962.678P258.5458.5458.5458.5458.543Filler2.101.902.3P311.0711.0711.0711.0711.074Camp. Agg2.552.482.61PS1001001001001005Kadar Aspal1.0331.0331.033Pa2%2.50%3%3.50%4%

NOLolos dlm Gram%KomposisiFLPBahanBerat Sample (Gram)3/473.99054201536.170.41123451/2166.009457984713.830.82Pa2%3%3%4%4%3/8124.672426336810.392.87Agg Kasar364.67364.67364.67364.67364.678257.223172062621.446.14Agg Halus702.51702.51702.51702.51702.5130445.284467078937.1112.29Filler132.82132.82132.82132.82132.82200132.819934521611.0732.77Aspal24.0030.0036.0042.0048.00TOTAL1200100.0055.30Total1224.001230.001236.001242.001248.0055.30% Komposisi Berat Total Benda UjiP129.793498883729.648164742829.50424161329.361709044829.2205469821P257.394414962557.114442206656.837187632856.562611847156.2906762133P310.8513018410.798368660310.74594939510.694036595910.6426229585Pa1.96078431372.43902439022.91262135923.38164251213.8461538462Ps100100100100100Tabel 2 (Benda Uji)No.BahanBJ% Komposisi Berat Total Benda UjiEffektifBulkSSD123451Agg. Kasar2.592.5572.627P129.793498883729.648164742829.50424161329.361709044829.22054698212Agg. Halus2.642.5962.678P257.394414962557.114442206656.837187632856.562611847156.29067621333Filler1.901.901.9000P310.8513018410.798368660310.74594939510.694036595910.64262295854Camp. Agg2.552.482.61PS98.039215686397.560975609897.087378640896.618357487996.15384615385Kadar Aspal1.031.031.03Pa1.96078431372.43902439022.91262135923.38164251213.8461538462AspalBeratBerat Sample (Gram)12345Pa2%2.50%3%3.50%4%Kering1211.83333333331214.33333333331208.16666666671225.83333333331227.6666666667SSD1220.51223.31217.966666666712321233.6666666667Dlm Air641.25646.9659.6333333333667.9333333333689.7666666667Tabel 3 (Perhitungan)Volumeterik Aspal Beton12345Gsb2.48369692272.48369692272.48369692272.48369692272.4836969227Gse2.5156699562.5156699562.5156699562.5156699562.515669956Gmm2.44679868152.43056905352.41470778732.39920248242.3840412891Gmb2.0920730832.10675456862.1638805972.17320647682.2571551143Pab0.52855850160.52855850160.52855850160.52855850160.5285585016Pae1.95560236762.43386772192.90748972333.37653566673.8410715529VMA17.419391094117.245526537215.414198514615.46003928812.6164937359VIM14.497539220313.322579108910.38747593259.41963036765.3223144816VFA16.773559179622.747623389932.610989000439.07110976857.8146306495m0.3492159810.4367513140.52428664690.61182197990.6993573129Modul Bab 7 Perancangan Campuran (Mix Design) - Sifat Volumeterik Aspal BetonReferensi Silvia Sukirman Beton Aspal

Marshall TestProving Ring Dial Calibrate37.758lbskode5591112KoreksiProving0.01mmFlow0.01mmNilai PSample AspalTinggiDiameterLuas AlasVolumeProving RingGaya (kg/cm2)FlowDialKalibrasiKgDialKoreksi2%16.976666666710.180.1507142857559.18481666672007551.63425.4057642.73705843462272.2726.988333333310.180.1507142857560.11990833332007551.63425.4057642.73705843462552.5536.911666666710.180.1507142857553.97502023812007551.63425.4057642.73705843463153.152.50%46.986666666710.180.1507142857559.98632380952007551.63425.4057642.7370584346200.257.153333333310.180.1507142857573.34477619052007551.63425.4057642.7370584346560.5666.9210.180.1507142857554.64294285712007551.63425.4057642.73705843464154.153%76.796666666710.180.1507142857544.75768809522007551.63425.4057642.73705843461481.4886.983333333310.180.1507142857559.71915476192007551.63425.4057642.73705843461551.5596.7810.180.1507142857543.42184285712007551.63425.4057642.73705843462532.533.5%106.973333333310.180.1507142857558.9176476192007551.63425.4057642.73705843461781.78117.046666666710.180.1507142857564.79536666672007551.63425.4057642.73705843461461.46127.033333333310.180.1507142857563.72669047622007551.63425.4057642.73705843462222.224%136.936666666710.180.1507142857555.97878809522007551.63425.4057642.73705843462122.12146.966666666710.180.1507142857558.38330952382007551.63425.4057642.7370584346360.36156.913333333310.180.1507142857554.10860476192007551.63425.4057642.7370584346680.68

Akhir

Nilai PSample AspalKadarBJBeratVolume BulkBJ BulkBJ Beton Aspal Padat (Gmb)% Volume% PoriStabilitasFlow% total Agg% total Camp.Beton AspalEf. Agg Camp.keringdlm airSSDAspal trhdp Camp.Agg. Ef. CampVMAVIMVFAdial ProvingKalibrasiKoreksiangka koreksi2%12%0.019996000812241603.77539965941214643.51222.2578.72.0978054262.0978054260.04061129750.130778034721.21233914978.5713738614270.404099752920037.75831.339140.31339140.8322%0.019996000812241603.77539965941210641.251218.4577.152.09650870662.09650870660.04058619440.130697196721.21233914978.5713738614270.404099752920037.75843.044120.43044121.1432%0.019996000812241603.77539965941211.56391220.9581.92.08197284762.08197284760.04030479550.129791025421.21233914978.5713738614270.404099752920037.75831.339140.31339140.832.50%42.50%0.024993751612301750.77327054811199628.21207.5579.32.06973934062.06973934060.0500824560.118189035120.611318260677.433279255275.683293402720037.75831.339140.31339140.8352.50%0.024993751612301750.773270548112206591227.9568.92.14448936542.14448936540.05189121750.122457511420.611318260677.433279255275.683293402720037.75832.471880.32471880.8662.50%0.024993751612301750.77327054811224653.51234.55812.10671256452.10671256450.05097711450.120300329820.611318260677.433279255275.683293402720037.75831.339140.31339140.833%73%0.029991002712361927.29483630521207658.71214.9556.22.17008270412.17008270410.06300946420.112563570117.399762118275.5063997054333.950758593520037.75833.604620.33604620.8983%0.029991002712361927.29483630521191.5650.11206.4556.32.14182994792.14182994790.06218913090.111098081717.399762118275.5063997054333.950758593520037.75833.604620.33604620.8993%0.029991002712361927.29483630521226670.11232.6562.52.17955555562.17955555560.06328451330.11305493317.399762118275.5063997054333.950758593520037.75832.471880.32471880.863.5%103.50%0.034987754312422143.22987194351221677.91226.95492.22404371582.22404371580.07533519250.103734349815.443783480273.8884870025378.435139273220037.75833.604620.33604620.89113.50%0.034987754312422143.22987194351227.5650.71233.75832.10548885082.10548885080.07131937510.09820468715.443783480273.8884870025378.435139273220037.75831.339140.31339140.83123.50%0.034987754312422143.22987194351229675.21235.4560.22.1938593362.1938593360.07431275480.102326483215.443783480273.8884870025378.435139273220037.75832.471880.32471880.864%134%0.039984006412482413.44044385951224668.61231.1562.52.1762.1760.08423328040.090125693918.606296903973.8660878478296.99510455720037.75832.471880.32471880.86144%0.039984006412482413.44044385951232693.11237.2544.12.26428965262.26428965260.08765098590.093782479918.606296903973.8660878478296.99510455720037.75835.114940.35114940.93154%0.039984006412482413.44044385951227707.61232.7525.12.33669777192.33669777190.09045391480.096781483618.606296903973.8660878478296.99510455720037.75836.247680.36247680.96Pada akhirnya praktikum perkerasaan tahap pertama selesai.....yeyeyeye

volumetrik beton aspalGSb2.477Kalibrasi37.758lbsGse2.516mold10.1cmGa1.0329076286

No Benda UjiKadar AspalBerat JenisBerat (gram)Volume Bulk (cm3)BJ Beton Aspal Padat (Gmb)% Volume% PoriStabilitasFlow (mm)Flow Koreksi (mm)Tinggi Benda UjiFaktor Koreksi VolumeMQ% thdp total Aggrt% thdp total campuranmax beton Aspal (Gmm)effektif aggrt campuran (Gse)keringdalam airkering permukaanAspal thdp campuranAggrt effektif thdp campuranVMAVIMVFAdial Proving Ringkalibrasi (kg)stabilitas setelah koreksi volumeVolumeBVABCDEFGHJKLMNPQRSU121.962.44679868152.5161214643.51222.2578.702.0983.98281.75416.95514.26315.8742003425.412843.08678082.271.88416.97666666670.831252.461558.95983564882.1865613986221.962.44679868152.5161210641.251218.4577.152.0973.98081.70417.00614.31615.8162003425.412843.08678082.552.11656.98833333330.831114.936559.8945510932.1761240534321.962.44679868152.5161211.56391220.9581.902.0823.95281.13717.58114.91015.1922003425.412843.08678083.152.61456.91166666670.83902.567553.75213531662.2047770512Rerata21.96078431372.44679868152.5156699561211.8333333333641.251220.5579.252.092095663.971457117181.531926379417.180635002214.496616503415.62744984532003425.405762843.08678082.65666666672.20503333336.95888888890.831089.9881204623557.53550735282.189154167712.52.442.43056905352.5161199628.21207.5579.302.0704.88780.26718.46514.84519.6032003425.412843.08678080.200.1666.98666666670.8314215.434559.76102031522.157170571322.52.442.43056905352.51612206591227.9568.902.1445.06483.16615.52111.77024.1652003425.412945.84895360.560.48167.15333333330.865260.445573.11409808992.142505312832.52.442.43056905352.5161224653.51234.5581.002.1074.97581.70117.00913.32421.6622003425.412843.08678084.153.44456.920.83685.081554.41978920542.2266521218Rerata2.52.43902439022.43056905352.5156699561214.3333333333646.91223.3576.42.10698042354.975252869181.711460287816.998266144413.313286843221.810310412003425.405762877.34083841.63666666671.36403333337.020.846720.319872562.43163587022.1754426686132.912.41470778732.5161207658.71214.9556.202.1706.11983.75014.92710.13132.1342003425.413048.61112641.481.31726.79666666670.892059.872544.53851165212.2310635042232.912.41470778732.5161191.5650.11206.4556.302.1426.04082.66016.03511.30129.5252003425.413048.61112641.551.37956.98333333330.891966.846559.49395875972.1562341847332.912.41470778732.5161226670.11232.6562.502.1806.14684.11614.5569.73833.0982003425.412945.84895362.532.17586.780.861164.367543.20320387462.269132419Rerata32.91262135922.41470778732.5156699561208.1666666667659.63333333331217.9666666667558.33333333332.16382273586.10160690483.508520965215.172828787810.389872130831.5856460292003425.405763014.35706881.85333333331.62416666676.85333333330.881730.3618153462549.07855809552.21881003613.53.382.39920248242.5161221677.91226.9549.002.2247.28185.41813.2337.30144.8302003425.413048.61112641.781.58426.97333333330.891712.703558.69277409332.196019094723.53.382.39920248242.5161227.5650.71233.7583.002.1056.89380.86517.85812.24231.4492003425.412843.08678081.461.21187.04666666670.831947.320564.56812831412.185210142333.53.382.39920248242.5161229675.21235.4560.202.1947.18284.25914.4118.55940.6082003425.412945.84895362.221.90927.03333333330.861326.959563.49988209222.1923695803Rerata3.53.38164251212.39920248242.5156699561225.8333333333667.93333333331232564.06666666672.17446396757.118990691883.513791805215.16747471819.36721750338.96256754582003425.405762945.84895361.821.56847.01777777780.861662.3271936616562.25359483322.1911996058143.852.38404128912.5161224668.61231.1562.502.1768.10383.17115.5168.72643.7572003425.412945.84895362.121.82326.93666666670.861389.551555.75509698282.2151843621243.852.38404128912.5161232693.11237.2544.102.2648.43186.54612.0885.02358.4452003425.413185.62735680.360.33486.96666666670.938848.965558.15865098232.2165740831343.852.38404128912.5161227707.61232.7525.102.3378.70189.3139.2771.98678.5932003425.413288.38952960.680.65286.91333333330.964835.867553.88566609442.2255495592Rerata43.84615384622.38404128912.5156699561227.6666666667689.76666666671233.6666666667543.92.25899580828.411638345386.343256149112.29333141435.245105505660.26514409992003425.405763139.955281.05333333330.93693333336.93888888890.925024.7944095006555.93313801982.2191026681Pada akhirnya praktikum perkerasaan tahap pertama selesai.....yeyeyeye

Min152.56580022002.5KadarBVVMAVIMVFASTABFLOWMQBJ Semu22.1917.180635002214.496616503415.62744984532843.08678082.65666666671089.98812046232.092095662.52.175442668616.998266144413.313286843221.810310412877.34083841.63666666676720.3198722.106980423532.21881003615.172828787810.389872130831.5856460293014.35706881.85333333331730.36181534622.16382273583.52.191199605815.16747471819.36721750338.96256754582945.84895361.821662.32719366162.174463967542.219102668112.29333141435.245105505660.26514409993139.955281.05333333335024.79440950062.2589958082

grafik kadar aspal optimumstabilitas24VIM24Flow22.6VMA23VFAMQ24stabilitas

VIM

Flow

VMA

MQ011.522.533.544.5jadi kadar aspal otimum 2-2,6 %