Grafik Pemadatan.xlsx

	B	C	E	F	G	H	I	AF	AG	AH	AI	AL	AM
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13	PEMADATAN
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15	METODE STANDAR PROCTOR					Gs	2.579
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17	Berat Tanah Basah (gr)		2000.00	2,000.00	2,000.00	2,000.00	2,000.00
18	Kadar Air Mula	(%)	3.32	3.32	3.32	3.32	3.32
19	Penambahan Air	(%)	21.08	24.08	27.08	28.58	30.08
20	Penambahan Air	(cc)	343.856	401.93	460.00	489.04	518.07
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22	Berat Cetakan + Tanah Basah (gr)		5,672.00	5,756.00	5,808.00	5,794.00	5,770.00
23	Berat Cetakan (gr)		4024.00	4,024.00	4,024.00	4,024.00	4,024.00
24	Berat Tanah Basah (gr)		1648.00	1732.00	1784.00	1770.00	1746.00
25	Isi Cetakan (cm3)		936.91	936.91	936.91	936.91	936.91
26	Berat Isi Basah (gr/cm3)		1.76	1.85	1.90	1.89	1.86
27	Berat Isi Kering (gr/cm3)		1.479	1.515	1.520	1.493	1.456
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29	Berat Cawan + Tanah Basah (gr)		69.07	69.86	72.49	67.07	71.91
30	Berat Cawan + Tanah Kering (gr)		59.58	58.89	59.81	54.97	58.42
31	Berat Air (gr)		9.49	10.97	12.68	12.10	13.49
32	Berat Cawan (gr)		9.39	9.08	9.56	9.43	10.23
33	Berat Tanah Kering (gr)		50.190	49.810	50.250	45.540	48.190
34	Kadar Air (%)		18.91	22.02	25.23	26.57	27.99
35	Υzav		1.73	1.64	1.56	1.53	1.50
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47											OMC	23%	23.60%
48											Berat Isi Kering maksimal	1.525 gr/cm3	1.530 gr/cm3
49										y = -0.0028x2 + 0.1282x + 0.0453
50								y'=	-0.0056X + 0.1282		=0
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52									22.89285714	-0.1282
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