Mix design - DOEMIX DISAIN BETON(METHOD : DOE, BRITISH - 1975)Mutu Beton Karakteristik:Tanggal Disain:Kode Disain:1. Kekuatan karakteristik (K), ditentukan25N/mm2, pada28hari2. Deviasi Standar, (tabel : 4-1)5N/mm23. Batas (margin), ditentukan1.64x5=8.2N/mm24. Kekuatan rata-rata yang dapat dicapai25+8.2=33.2N/mm25. Jenis semen yang digunakanOPC I(OPC type I, II, III, IV /RHPC / ...)1706. Jenis agregat kasar yang digunakanBatu pecah(Batu pecah / kerikil / ..)7. Jenis agregat halus yang digunakanPasir(Batu pecah halus / pasir / )8. Faktor air semen (W/C) ratio (grafik : 1)0.619. Faktor air semen maksimum (Tabel 4-3)0.6010. Slump yang direncanakan (tabel : 4-2)30-60mm11. Ukuran agregat maksimum, ditentukan20mm12. Jumlah air bebas (tabel : 4-5)210Liter/m313. Jumlah semen, digunakan344Kg/m314. Jumlah semen maksimum34415. Jumlah semen minimum (tabel 4-3)32513. Berat jenis relatif agregat (SSD condition)2.63AH2.5547%14. Berat jenis beton basah (grafik : 2)2350Kg/m3AK2.756%15. Jumlah agregat halus + kasar1796Kg/m3AH51.516. Gradasi agregat halus (BS / ASTM / SNI)SNIZone1AK48.517. Persentase agregat halus (grafik : 3)48%18. Jumlah agregat halus861.95Kg/m319 Jumlah agregat kasar933.78Kg/m3Jumlah Bahan yang dibutuhkan untuk pembuatan 1 m3 BetonSemenAirAgregat HalusAgregat Kasar(Kg/m3)(Ltr/m3)(Kg/m3)(Kg/m3)3442108629342729.8075803279Volume beton/m31152103393461010Jumlah Bahan yang dibutuhkan untuk pembuatan 1 batch (36 Liter) BetonSemenFly AshAirAgregat HalusAgregat KasarPasirAbu Batu5-10 mm10-20 mm20-25 mm(Kg/batch)(Kg/batch)(Ltr/batch)(Kg/batch)(Kg/batch)(Kg/batch)(Kg/batch)(Kg/batch)12.390.007.5631.030.000.0033.620.009.8184.60Disain oleh :

TabelTabel 4-1 ; Deviasi Standar untuk berbagai volume pekerjaan beton (PBI'71 tabel 4.5.1)Volume pekerjaanDeviasi Standar, S (kg/cm2)SebutanJumlah beton, m3Baik sekaliBaikDapat diterimaKecil< 100045 s 5555 s 6565 s 85Sedang1000 - 300035 s 4545 s 5555 s 75Besar> 300025 s 3535 s 4545 s 65Tabel 4-2 ; Nilai-nilai slump untuk berbagai-bagai pekerjaan beton (PBI'71-tabel 4.4.1)UraianSlump (cm)maksimumminimumDinding, pelat fondasi dan fondasi telapak bertulang12.55.0Fondasi telapak tidak bertulang, kaison dan konstruksi di bawah tanah9.02.5Pelat, balok, kolom dan dinding15.07.5Pengerasan jalan7.55.0Pembetonan masal7.52.5Tabel 4-3 ; Jumlah semen minimum dan nilai Faktor air semen maksimum (PBI'71-4.3.4)Jumlah semenNilai faktor airKondisiminimum per m3semen maksimumbeton (kg)Beton didalam ruang bangunan :a. Keadaan keliling non korosif2750.60b. Keadaan keliling korosifdisebabkan oleh kondensasi atauuap-uap korosif.3250.52Beton di luar ruang bangunan :a. Tidak terlindung dari hujan danterik matahari langsung3250.60b. Terlindung dari hujan danterik matahari langsung2750.60Beton yang masuk ke dalam tanah :a. Mengalami keadaan basah dan keringberganti-ganti3250.55b. Mendapat pengaruh sulfat alkali daritanah atau air tanah3750.52Beton yang kontinyu berhubungan dengan air :a. Air tawar2750.57b. Air laut2750.52Tabel 4-4 ; Perkiraan kekuatan tekan beton (N/mm2) dengan faktor air semen 0.5 dengandengan jenis semen dan agregat kasar yang biasa digunakan di IndonesiaKekuatan Tekan (N/mm2)Jenis SemenJenis AgregatUmur Beton (hari)BentukKasar372891Benda UjiSemen PortlandBatu tak dipecahkan17233340SilinderType I, atauBatu pecah19273745Semen tahan sulfatType II dan VBatu tak dipecahkan20284048KubusBatu pecah23324554Semen PortlandBatu tak dipecahkan21283844SilinderType IIIBatu pecah25334448Batu tak dipecahkan25314653KubusBatu pecah30405360Tabel 4-5 ; Perkiraan kadar air bebas (kg/m3) yang dibutuhkan untuk beberapatingkat kemudahan pengerjaanUkuran besarSlump, mmbutir agregatJenis0-1010-3030-6060-180maksimum10Alami150180205225Batu pecah18020523025020Alami135160180190190Batu pecah17019021022530Alami115140160175Batu pecah155175190205Catatan :1. Koreksi suhu :Untuk suhu diatas 20 C, setiap kenaikan suhu 50 C harus ditambah air 5 liter per-m3 adukan beton.2. Kondisi permukaan :Untuk permukaan agregat yang kasar harus ditambah air 10 liter per-m3 adukan beton.Kadar air bebas =2/3 wh + 1/3 wkwh = koreksi air untuk agregat halus menggunakan pasir alamwk = koreksi air untuk agregat kasar menggunakan batu pecah

FAC (grafik 1)Grafik 1 ; Grafik Faktor Air Semen (FAC)FACCSN/mm20.3152436465360697580890.320.340.360.380.49162331374353.5596474850.420.440.460.480.5510152025304045506069.50.520.540.560.580.63.56.5101417.521.530323847.5570.620.640.660.680.7359.51013162326.53038460.720.740.760.780.82.545.57.59.512.517.520.5243137.50.820.840.860.880.923.54.56.589.7511.75161924.7531FACCS, N/mm23d7d14d21d28d56d90d0.3152436465360697580890.49162331374353.5596474850.5510152025304045506069.50.63.56.5101417.521.530343847.5570.73571013162326.53038460.82.545.57.59.512.517.2520.5243137.50.923.54.56.589.7513.75161924.7531

FAC (grafik 1)

Free-Water / Cement Ratio ( FAC )Compressive Strength ( N/mm2 )GRAFIK FAKTOR AIR SEMEN ( FAC )

Density beton (grafik 2)Grafik 2 : Estimasi density beton basah berdasarkan Bj relatif agregat dan jumlah air bebas1451702002302602753133523924334.67741935485.48387096776.45161290327.41935483878.38709677428.870967741910.096774193511.354838709712.645161290313.9677419355XY-1Y-2Y-3Y-4Y-5Y-6Y-7Y-8Y-9Y-1010023102390247525602640272528102895298030651052305.3225812384.5161292468.5483872552.5806452631.6129032716.1290322799.903232883.645162967.354843051.032261102300.6451622379.0322582462.0967742545.161292623.2258062707.2580642789.806462872.290322954.709683037.064521152295.9677432373.5483872455.6451612537.7419352614.8387092698.3870962779.709692860.935482942.064523023.096781202291.2903242368.0645162449.1935482530.322582606.4516122689.5161282769.612922849.580642929.419363009.129041252286.6129052362.5806452442.7419352522.9032252598.0645152680.645162759.516152838.22582916.77422995.16131302281.9354862357.0967742436.2903222515.483872589.6774182671.7741922749.419382826.870962904.129042981.193561352277.2580672351.6129032429.8387092508.0645152581.2903212662.9032242739.322612815.516122891.483882967.225821402272.5806482346.1290322423.3870962500.645162572.9032242654.0322562729.225842804.161282878.838722953.258081452267.9032292340.6451612416.9354832493.2258052564.5161272645.1612882719.129072792.806442866.193562939.290341502263.225812335.161292410.483872485.806452556.129032636.290322709.03232781.45162853.54842925.32261552258.5483912329.6774192404.0322572478.3870952547.7419332627.4193522698.935532770.096762840.903242911.354861602253.8709722324.1935482397.5806442470.967742539.3548362618.5483842688.838762758.741922828.258082897.387121652249.1935532318.7096772391.1290312463.5483852530.9677392609.6774162678.741992747.387082815.612922883.419381702244.5161342313.2258062384.6774182456.129032522.5806422600.8064482668.645222736.032242802.967762869.451641752239.8387152307.7419352378.2258052448.7096752514.1935452591.935482658.548452724.67742790.32262855.48391802235.1612962302.2580642371.7741922441.290322505.8064482583.0645122648.451682713.322562777.677442841.516161852230.4838772296.7741932365.3225792433.8709652497.4193512574.1935442638.354912701.967722765.032282827.548421902225.8064582291.2903222358.8709662426.451612489.0322542565.3225762628.258142690.612882752.387122813.580681952221.1290392285.8064512352.4193532419.0322552480.6451572556.4516082618.161372679.258042739.741962799.612942002216.451622280.322582345.967742411.61292472.258062547.580642608.06462667.90322727.09682785.64522052211.7742012274.8387092339.5161272404.1935452463.8709632538.7096722597.967832656.548362714.451642771.677462102207.0967822269.3548382333.0645142396.774192455.4838662529.8387042587.871062645.193522701.806482757.709722152202.4193632263.8709672326.6129012389.3548352447.0967692520.9677362577.774292633.838682689.161322743.741982202197.7419442258.3870962320.1612882381.935482438.7096722512.0967682567.677522622.483842676.516162729.774242252193.0645252252.9032252313.7096752374.5161252430.3225752503.22582557.580752611.1292663.8712715.80652302188.3871062247.4193542307.2580622367.096772421.9354782494.3548322547.483982599.774162651.225842701.838762352183.7096872241.9354832300.8064492359.6774152413.5483812485.4838642537.387212588.419322638.580682687.871022402179.0322682236.4516122294.3548362352.258062405.1612842476.6128962527.290442577.064482625.935522673.903282452174.3548492230.9677412287.9032232344.8387052396.7741872467.7419282517.193672565.709642613.290362659.935542502169.677432225.483872281.451612337.419352388.387092458.870962507.09692554.35482600.64522645.96782552165.0000112219.9999992274.9999972329.9999952379.9999932449.9999922497.000132542.999962588.000042632.000062602160.3225922214.5161282268.5483842322.580642371.6128962441.1290242486.903362531.645122575.354882618.03232

by : S, Bahri

Density beton (grafik 2)

Y-1Y-2Y-3Y-4Y-5Y-6Y-7Y-8Y-9Y-10Air Bebas (Ltr/M3)Density Beton (Kg/M3)Estimasi Density Beton Basah

Ukuran agregat (grafik 3)

2.42.72.62.53.33.23.13.02.92.8Relatif density of combined aggregate (on SSD-condition)

Analisa Agg. HalusANALISA AGREGAT HALUSANALISA AGREGAT HALUSANALISA AGREGAT HALUSANALISA AGREGAT HALUSANALISA AGREGAT HALUS( SK. SNI.S.04 - 1989 - F )( SK. SNI.S.04 - 1989 - F )( SK. SNI.S.04 - 1989 - F )( SK. SNI.S.04 - 1989 - F )( SK. SNI.S.04 - 1989 - F )LABORATORIUM BETON - QARD - PT. ITPLABORATORIUM BETON - QARD - PT. ITPLABORATORIUM BETON - QARD - PT. ITPLABORATORIUM BETON - QARD - PT. ITPLABORATORIUM BETON - QARD - PT. ITPJENIS SAMPEL: Pasir betonJENIS SAMPELJENIS SAMPELJENIS SAMPEL:JENIS SAMPEL:KODE SAMPEL: PB/02/IX/CON-RD/2006KODE SAMPELKODE SAMPELKODE SAMPEL:KODE SAMPEL:SUMBER SAMPEL: Ex. GalunggungSUMBER SAMPELSUMBER SAMPELSUMBER SAMPEL:SUMBER SAMPEL:DI ANALISA OLEH: Agus M RochmanDI ANALISA OLEHDI ANALISA OLEHDI ANALISA OLEH:DI ANALISA OLEH:TANGGAL ANALISA: 07 September 2006TANGGAL ANALISATANGGAL ANALISATANGGAL ANALISA:TANGGAL ANALISA:ANALISA AYAKANANALISA AYAKANUKURAN AYAKANNOMORBERATTERTAHANKUMULATIFLOLOSUKURAN AYAKANNOMORBERATTERTAHANKUMULATIFLOLOSUKURAN AYAKANNOMORBERATTERTAHANKUMULATIFLOLOSUKURAN AYAKANNOMORBERATTERTAHANKUMULATIFLOLOSUKURAN AYAKANNOMORBERATTERTAHANKUMULATIFLOLOS(mm)AYAKAN(gr)(%)(%)(%)(mm)AYAKAN(gr)(%)(%)(%)(mm)AYAKAN(gr)(%)(%)(%)(mm)AYAKAN(gr)(%)(%)(%)(mm)AYAKAN(gr)(%)(%)(%)9.603/8"171.009.809.8090.209.603/8"171.009.809.8090.209.603/8"- 0- 0- 0100.009.603/8"- 0100.009.603/8"4.804234.0013.4123.2176.794.804234.0013.4123.2176.794.804- 0- 0- 0100.004.804- 0100.004.8042.408274.4015.7338.9461.062.408274.4015.7338.9461.062.40850.404.084.0895.922.408- 0100.002.4081.2016328.8018.8457.7842.221.2016328.8018.8457.7842.221.2016336.6027.3031.3868.621.2016- 0100.001.20160.6030351.4020.1477.9222.080.6030351.4020.1477.9222.080.6030470.0038.1269.5030.500.60304.600.930.9399.070.60300.3050241.8013.8691.788.220.3050241.8013.8691.788.220.3050263.2021.3490.849.160.3050364.4073.3274.2525.750.30500.15100104.605.9997.772.230.15100104.605.9997.772.230.1510086.407.0097.842.160.15100119.0023.9498.191.810.15100PAN38.802.2299.990.01PAN38.802.2299.990.01PAN26.20PAN9.00PANTOTAL1,744.80TOTAL1,744.80TOTAL1,232.80TOTALTOTALZONE1 (satu)ZONE2 (dua)ZONE1 (satu)ZONEZONEFINES MODULUS (F.M)3.97FINES MODULUS (F.M)3.97FINES MODULUS (F.M)2.94FINES MODULUS (F.M)FINES MODULUS (F.M)PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)Berat material (SSD) =(a)500.00gramBerat material (SSD) =(a)500.00gramBerat material (SSD) =(a)500.60gramBerat material (SSD) =(a)gramBerat material (SSD) =(a)gramBerat botol + air = (b)1,182.60+gramBerat botol + air = (b)1,182.60+gramBerat botol + air = (b)1,231.80+gramBerat botol + air = (b)+gramBerat botol + air = (b)+gramBerat (a) + (b) = (c)1,682.60gramBerat (a) + (b) = (c)1,682.60gramBerat (a) + (b) = (c)1,732.40gramBerat (a) + (b) = (c)gramBerat (a) + (b) = (c)gramBerat botol + air + material = (d)1,485.40_gramBerat botol + air + material = (d)1,485.40_gramBerat botol + air + material = (d)1,539.40_gramBerat botol + air + material = (d)_gramBerat botol + air + material = (d)_gramVolume material (c - d) = (f)197.20gramVolume material (c - d) = (f)197.20gramVolume material (c - d) = (f)193.00gramVolume material (c - d) = (f)gramVolume material (c - d) = (f)gramBerat kering = (g)478.60gramBerat kering = (g)478.60gramBerat kering = (g)496.80gramBerat kering = (g)gramBerat kering = (g)gramBerat jenis (SSD) = (a/f)2.54Berat jenis (SSD) = (a/f)2.54Berat jenis (SSD) = (a/f)2.59Berat jenis (SSD) = (a/f)Berat jenis (SSD) = (a/f)Absorbsi = ((a-g)/g x 100 %)4.47%Absorbsi = ((a-g)/g x 100 %)4.47%Absorbsi = ((a-g)/g x 100 %)0.76%Absorbsi = ((a-g)/g x 100 %)%Absorbsi = ((a-g)/g x 100 %)%PENGUJIAN KADAR LUMPURPENGUJIAN KADAR LUMPURPENGUJIAN KADAR LUMPURPENGUJIAN KADAR LUMPURPENGUJIAN KADAR LUMPURVolume lumpur dalam gelas ukur, ml = a10.00mlVolume lumpur dalam gelas ukur, ml = a10.00mlBerat material = (a)200.00gramBerat material = (a)gramBerat material = (a)gramVolume pasir + lumpur dalam gelas ukur, ml = b90.00mlVolume pasir dalam gelas ukur, ml = b90.00mlBerat material > 0.75 mm = (b)198.20gramBerat material > 0.75 mm = (b)gramBerat material > 0.75 mm = (b)gramKadar lumpur = (a-b)/a x 100 %10.00%Kadar lumpur = a/(a+b) x 100 %10.00%Kadar lumpur = (a - b)/a x 100 %0.90%Kadar lumpur = (a - b)/a x 100 %%Kadar lumpur = (a - b)/a x 100 %%PENGUJIAN KADAR ORGANIC DENGAN LARUTAN NaOH 3 %PENGUJIAN KADAR ORGANIC DENGAN LARUTAN NaOH 3 %PENGUJIAN KADAR ORGANIC DENGAN LARUTAN NaOH 3 %PENGUJIAN KADAR ORGANIC DENGAN LARUTAN NaOH 3 %PENGUJIAN KADAR ORGANIC DENGAN LARUTAN NaOH 3 %Warna cairan terhadap larutan pembanding:Warna cairan terhadap larutan pembanding:Warna Coklat mudaWarna cairan terhadap larutan pembanding:Warna cairan terhadap larutan pembanding:Warna cairan terhadap larutan pembanding:KURVA GRADASIKURVA GRADASIKURVA GRADASIXMINGRADASIMAXXMINGRADASIMAXXMINGRADASIMAXXMINGRADASIMAX0.1502.23100.1502.23100.150100.1501.81150.3058.22200.3088.22300.3012400.301525.75500.601522.08340.603522.08590.6015340.608099.071001.203042.22701.205542.22901.2060791.2090100.001002.406061.06952.407561.061002.40751002.4095100.001004.809076.791004.809076.791004.80901004.8095100.001009.6010090.201009.6010090.201009.601001009.60100100.00100

Analisa Agg. Halus00.1510120.340150.634601.279752.4100904.81001009.6100

&APage &PMINGRADASIMAXUKURAN AYAKAN ( MM )LOLOS AYAKAN ( % )ZONA - 3

Analisa Agg. Kasar00.961059.03201531.38343068.18706090.89959098.85100100100100

MINGRADASIMAXUkuran Ayakan, mmLolos Ayakan, %ZONA 1

Gradasi-SNI01.81151525.75508099.07100901001009510010095100100100100100

MINGRADASIMAXUkuran ayakan (mm)Lolos ayakan, %Zone 4

Gradasi-BS

MINGRADASIMAXUkuran Ayakan, %Lolos Ayakan, %KURVA GRADASI

MINGRADASIMAXSieve size, mmPassing, %Grading Curve

DATA ANALISA AGREGAT KASARDATA ANALISA AGREGAT KASARANALISA AGREGAT KASARANALISA AGREGAT KASAR( SK. SNI. S. 04 - 1989 - F )( SK. SNI. S. 04 - 1989 - F )( Britis Standar 882-1973)( SK. SNI. S. 04 - 1989 - F )LABORATORIUM BETON - QARD - PT. ITPLABORATORIUM BETON - QARD - PT. ITPLABORATORIUM BETON - QARD - PT. ITPLABORATORIUM BETON - QARD - PT. ITPJENIS SAMPELJENIS SAMPELJENIS SAMPEL: Batu Pecah 10 - 20 mmJENIS SAMPEL: Agregat Kasar 5 - 10 mmKODE SAMPELKODE SAMPELKODE SAMPEL: BP/02/IX/CON-RD/2006KODE SAMPEL: BP/01/CON-RD/2004SUMBER SAMPELSUMBER SAMPELSUMBER SAMPEL: Ex. JonggolSUMBER SAMPEL: Rumpin -TangerangDI ANALISA OLEHDI ANALISA OLEHDI ANALISA OLEH: Agus M RocmanDI ANALISA OLEH: BunyaminTANGGAL ANALISATANGGAL ANALISATANGGAL ANALISA: 07 September2006TANGGAL ANALISA: 30 Januari 2004ANALISA AYAKANANALISA AYAKANANALISA AYAKANANALISA AYAKANUKURAN AYAKANNOMORBERATTERTAHANKUMULATIFLOLOSUKURAN AYAKANNOMORBERATTERTAHANKUMULATIFLOLOSUKURAN AYAKANNOMORBERATTERTAHANKUMULATIFLOLOSUKURAN AYAKANNOMORBERATTERTAHANKUMULATIFLOLOS(mm)AYAKAN(gr)(%)(%)(%)(mm)AYAKAN(gr)(%)(%)(%)(mm)AYAKAN(gr)(%)(%)(%)(mm)AYAKAN(gr)(%)(%)(%)76.003 "- 0- 0- 0- 076.003 "- 0- 0- 0- 038.001.5 "- 0- 0- 0- 038.001.5 "- 0- 0- 0- 038.001.5 "- 0- 0- 0100.0019.003/4 "19.003/4 "19.003/4 "142.006.546.5493.4619.003/4 "- 0- 0- 0- 09.603/8 "9.603/8 "9.603/8 "1,812.8083.5290.069.949.603/8 "152.6012.2412.2487.764.80no.4- 0- 0- 0- 04.80no.4- 0- 0- 0- 04.80no.4208.209.5999.650.354.80no.4923.4074.1286.3613.64PANPANPAN7.400.3499.990.01PAN169.813.6299.980.02TOTAL- 0TOTAL- 0TOTAL2,170.40TOTAL1,245.80FINES MODULUS (F.M)FINES MODULUS (F.M)FINES MODULUS (F.M)6.96FINES MODULUS (F.M)5.99PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)PENGUJIAN BERAT JENIS (SSD) DAN ABSORBSI (PENYERAPAN)Berat material (SSD) = (a)gramBerat material (SSD) = (a)gramBerat material (SSD) = (a)500.00gramBerat material (SSD) = (a)750.20gramBerat botol + air = (b)+gramBerat botol + air = (b)+gramBerat botol + air = (b)1175.00+gramBerat botol + air = (b)1218.00+gramBerat (a) + (b) = (c)0.00gramBerat (a) + (b) = (c)0.00gramBerat (a) + (b) = (c)1675.00gramBerat (a) + (b) = (c)1968.20gramBerat botol + air + material = (d)_gramBerat botol + air + material = (d)_gramBerat botol + air + material = (d)1490.20_gramBerat botol + air + material = (d)1665.00_gramVolume material (c - d) = (f)0.00gramVolume material (c - d) = (f)0.00gramVolume material (c - d) = (f)184.80gramVolume material (c - d) = (f)303.20gramBerat kering (g)gramBerat kering (g)gramBerat kering (g)493.40gramBerat kering (g)732.40gramBerat jenis (SSD) = (a/f)0.00Berat jenis (SSD) = (a/f)0.00Berat jenis (SSD) = (a/f)2.71Berat jenis (SSD) = (a/f)2.47Absorbsi = (a-g/g x 100 %)0.00%Absorbsi = (a-g/g x 100 %)0.00%Absorbsi = (a-g/g x 100 %)1.34%Absorbsi = (a-g/g x 100 %)2.43%PENGUJIAN KEKERASAN DENGAN ALAT " LOS ANGELES "PENGUJIAN KEKERASAN DENGAN ALAT " LOS ANGELES "PENGUJIAN KEKERASAN DENGAN ALAT " LOS ANGELES "PENGUJIAN KEKERASAN DENGAN ALAT " LOS ANGELES "Berat material = (a)gramBerat material = (a)gramBerat material = (a)5000.00gramBerat material = (a)5000.00gramBerat material > 1.7 mm = (b)gramBerat material > 1.7 mm = (b)gramBerat material > 1.7 mm = (b)4307.80gramBerat material > 1.7 mm = (b)4506.40gramKekerasan (b/a x 100 %) = (c)0.00%Kekerasan (b/a x 100 %) = (c)0.00%Kekerasan (b/a x 100 %) = (c)86.16%Kekerasan (b/a x 100 %) = (c)90.13%Keausan = (100 - c)0.00%Keausan = (100 - c)0.00%Keausan = (100 - c)13.84%Keausan = (100 - c)9.87%KURVA GRADASIKURVA GRADASIKURVA GRADASIXMINGRADASIMAX4.802027.5359.60265542XMINGRADASIMAXXMINGRADASIMAXXMINGRADASIMAX19.003543.5524.80054.8000.3554.80013.641038.004755639.6010409.6009.94209.605087.768576.0010010010019.00357019.008593.4610019.0010010010038.009510038.0010010010076.00100100

04.8504.85109.640109.640351970351970953810095381001007610010076100

MINGRADASIMAXMINGRADASIMAXUKURAN AYAKAN (MM)LOLOS AYAKAN (%)UKURAN AGREGAT 38.00 - 4.80 MM

013.64105087.7685100100100

MINGRADASIMAXUKURAN AYALAN (MM)LOLOS AYAKAN (MM)UKURAN AGREGAT 9.60 - 4.80 MM

MINGRADASIMAXSieve size, mmPassing, %Grading Curve

Tabel Gradasi pasir menurut SK. SNI. S. 04 - 1989 - FUkuran AyakanPersentasi dari berat bahan tembus ayakanmmno.Zone 1Zone 2Zone 3Zone 49.63/8"1001001001004.8490 - 10090 - 10090 - 10095 - 1002.4860 - 9575 - 10085 - 10095 - 1001.21630 - 7055 - 9075 - 10090 - 1000.63015 - 3435 - 5960 - 7980 - 1000.3505 - 208 - 3012 - 405 - 500.151000 - 100 - 100 - 100 - 15

GRADASI AGREGAT HALUS( BRITISH STANDARD BS. 882 : 1973 )Zona 1Ukuran Ayakan% Lolos% Lolos( mm )MinimumMaksimum0.150100.305200.6015341.1830702.3660954.75901009.50100100Zona 2Ukuran Ayakan% Lolos% Lolos( mm )MinimumMaksimum0.150100.308300.6035601.1855902.36751004.75901009.50100100Zona 3Ukuran Ayakan% Lolos% Lolos( mm )MinimumMaksimum0.150100.3012400.6060801.18751002.36851004.75901009.50100100Zona 4Ukuran Ayakan% Lolos% Lolos( mm )MinimumMaksimum0.150200.305600.60801001.18901002.36951004.75951009.50100100GRADASI AGREGAT KASAR( ROAD NOTE No. 4 )Ukuran maksimum agregat 10 mmUkuran Ayakan% Lolos% Lolos% Lolos% Lolos( mm )12340.1501360.304414200.60121228341.18161637462.36202046604.75303060759.50100100100100Ukuran maksimum agregat 20 mmUkuran Ayakan% Lolos% Lolos% Lolos% Lolos( mm )12340.1500150.30235120.6081421271.18162128342.36232835424.75303542489.504555657519.10100100100100Ukuran maksimum agregat 30 mmUkuran Ayakan% Lolos% Lolos% Lolos% Lolos( mm )12340.1500250.303711150.6071217231.18121724302.36182531384.75243240479.503644526019.105059677537.50100100100100GRADASI AGREGAT KASAR( ASTM C. 33 - 78 )Ukuran Ayakan% Lolos% Lolos( mm )MinimumMaksimum2.36054.750109.50143612.50256019.10537625.009510038.75100100