grafik lengkung uji material

8/19/2019 Grafik Lengkung Uji Material

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Tabel ayakan pasir

lubang ayakan (mm)

Pasir 1000 gram

gram %

4.75 35.9 3.59000 3.59000

2.36 58 5.80000 9.39000

1.18 50.1 5.01000 14.40000

0.6 103.2 10.32000 24.72000

0.3 318.2 31.82000 56.54000

0.15 319.3 31.93000 88.47000

0 115.3 11.53000 100.00000

umla! 1000 100.00 197.11000

"# 1.9711

Tabel $yakan Pasir

lubang ayakan (mm)

Pasir 1000 gram

gram %

0 115.3 11.53000 100.00000

0.15 319.3 31.93000 88.47000

0.3 318.2 31.82000 56.54000

0.6 103.2 10.32000 24.72000

1.18 50.1 5.01000 14.40000

2.36 58 5.80000 9.39000

4.75 35.9 3.59000 3.59000

umla! 1000 100.00 293.52000

"# 2.9352

&na 1

'kuran aringan a*as ba+a! ba*as a*as ,ra-k aringan Pasir

0 0 0 0.00000

0.15 0 10 11.53000

0.3 5 20 43.46000

0.6 15 34 75.280001.2 30 70 85.60000

2.4 60 95 90.61000

4.8 90 100 96.41000

%

%

80

100

120

Zona 1

a*as ba+a! ba*as a*as ,ra-k aringan Pasir


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&na 3

'kuran aringan a*as ba+a! ba*as a*as ,ra-k aringan Pasir

0 0 0 0.00000

0.15 0 10 11.53000

0.3 12 40 43.46000

0.6 60 79 75.28000

1.2 75 100 85.60000

2.4 85 100 90.61000

4.8 90 100 96.41000

0 1 2 3 4 50

20

40

'kuran saringan

Pr&sen*ase l&l&s k&mula*i/ (%)

0 1 2 3 4 50

20

40

60

80

100

120

%01$ 3

a*as ba+a! ba*as a*as ,ra-k aringan Pasir

''$ $,$

PT$

'#'$T" (%)

100

120

Grafk Leng


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0 0.5 10

20

40

60

80

Lolos Ayakan ( % )


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l&l&s % 'kuran aringan a*as ba+a!

96.41000 0.15 0

90.61000 0.3 8

85.60000 0.6 35

75.28000 1.2 30

43.46000 2.4 60

11.53000 4.8 90

0.00000

l&l&s % 'kuran aringan a*as ba+a!

0.00000 0 0

11.53000 0.15 0

43.46000 0.3 8

75.28000 0.6 35

85.60000 1.2 30

90.61000 2.4 60

96.41000 4.8 90

&na 2

'kuran aringan a*as ba+a! ba*as a*as

0 0 0

0.15 0 10

0.3 8 30

0.6 35 591.2 55 90

2.4 75 100

4.8 90 100

80

100

120

ZONA 2

a*as ba+a! ba*as a*as ,ra-k


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&na 4

'kuran aringan a*as ba+a! ba*as a*as

0 0 0

0.15 0 15

0.3 15 50

0.6 80 100

1.2 90 100

2.4 95 100

4.8 95 100

0 1 2 30

20

40

''$ $

'#'$T" ( %)

6 0 1 2 30

20

40

60

80

100

120

%01$ 4

a*as ba+a! ba*as a*as ,ra-k aring

''$ $,$

PT$

'#'$T" (%)

ung Analisa Ayakan Pasir


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1.5 2 2.5 3 3.5 4 4.5 5

Lubang Ayakan ( inc/mm )


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ba*as a*as ,ra-k aringan Pasir

10 3.97

30 40.3

59 74.7

70 96.28

95 98.74

100 99.71

ba*as a*as ,ra-k aringan Pasir

0 0.00000

10 11.53000

30 43.46000

59 75.28000

70 85.60000

95 90.61000

100 96.41000

,ra-k aringan Pasir

0.00000

11.53000

43.46000

75.2800085.60000

90.61000

96.41000

ringan Pasir


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,ra-k aringan Pasir

0.00000

11.53000

43.46000

75.28000

85.60000

90.61000

96.41000

4 5 6

$

5 6

n Pasir


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10/21

TEST KONDISI DAN ANALISA AYAKAN BATU E!A"

Hasil Analisa Ayakan Batu Pecah Kecil

Batu Pecah 8000 GramKondisi Pasir

Asal

Gram ! " #!$ %yarat Ke&ersihan

50'8 0 0 0 a. Kadar or(anik )o.

38'1 0 0 0 &. Kadar lum*ur

19.05 0 0 0 +odulus Kehalusan

9.525 350 ,.3-5 ,.3-5 Berat olume /e*as

,.-5 900 8.25 90.25 Kelem&a&an

2.3 -50 9.3-5 100 Berat enis #%%$

1.18 0 100 Berat enis #Kerin( 4e

0. 100 esa*an

0.3 100 Gradin( 6one

0.15 100

0 100

umlah 8000 100 90.25

7Kr .9025

Batu Pecah 8000 Gram

Gram ! " #!$ /olos #!$

0 100 0

0.15 100 00.3 100 0

0. 100 0

1.18 0 100 0

2.3 -50 9.3-5 100 0

,.-5 900 8.25 90.25 9.375

9. 350 ,.3-5 ,.3-5 95.625

19 0 0 0 100

38.1 0 0 0 100

50.8 0 0 0 100

umlah 8000 100 957Kr .95

/u&an(Ayakan

inc mm

/u&an(Ayakan

inc mm


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0

0

20

40

60

80

100

Lolos Ayakan ( % )


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: Gresik

:

: 1'11 !

: .91

: 1.33 tonm;

: 2.35 !

: 2.55 tonm;

: 2.2 tonm;

: ,.2, !

:

,raasi #a 10 mm ,raasi #a 40 mm

4.75 0 10 4.75 0 59.6 60 85 9.6 10 40

19 100 100 19 35 70

38.1 95 100

,raasi #a 20 mm 50.8 100 100

4.75 0 10

9.6 30 60

19 95 10038.1 100 100

ubang$yakan

in mm

a*asa+a!

a*as$*as

ubang$yakan

in mm

a*asa+a!

a*as$*as

ubang$yakan

in mm

a*asa+a!

a*as$*as

#$aik L&ngkung Analisa Ayakan Ba'u &ca


13/21

5 10 15 20 25 30 35 40



14/21


15/21

45 50 55


16/21

TEST KONDISI DAN ANALISA AYAKAN BATU E!A"

Hasil Analisa Ayakan Batu Pecah Kecil

Batu Pecah 8000 GramKondisi Pasir

Asal

Gram ! " #!$ %yarat Ke&ersihan

50'8 0 0 0 a. Kadar or(anik )o.

38'1 0 0 0 &. Kadar lum*ur

19.05 300 3.-5 3.-5 +odulus Kehalusan

9.525 -50 95.25 99.3-5 Berat olume /e*as

,.-5 50 0.25 100 Kelem&a&an

2.3 0 100 Berat enis #%%$

1.18 100 Berat enis #Kerin( 4e

0. 100 esa*an

0.3 100 Gradin( 6one

0.15 100

0 100

umlah 8000 100 -00

7Kr -

Batu Pecah 8000 Gram

Gram ! " #!$ /olos #!$

0 100 0

0.15 100 00.3 100 0

0. 100 0

1.18 0 100 0

2.3 100 0

,.-5 50 0.25 100 0

9. -50 95.25 99.3-5 0.625

19 300 3.-5 3.-5 96.25

38.1 0 0 0 100

50.8 0 0 0 100

umlah 8000 100 803.1257Kr 8.03125

/u&an(Ayakan

inc mm

/u&an(Ayakan

inc mm


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0

0

20

40

60

80

100

Lolos Ayakan ( % )


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: Gresik

:

: 1'11 !

: -.00

: 1.33 tonm;

: 2.35 !

: 2.55 tonm;

: 2.2 tonm;

: ,.2, !

:

,raasi #a 10 mm ,raasi #a 40 mm

4.75 0 10 4.75 0 59.6 60 85 9.6 10 40

19 100 100 19 35 70

38.1 95 100

,raasi #a 20 mm 50.8 100 100

4.75 0 10

9.6 30 60

19 95 10038.1 100 100

ubang$yakan

in mm

a*asa+a!

a*as$*as

ubang$yakan

in mm

a*asa+a!

a*as$*as

ubang$yakan

in mm

a*asa+a!

a*as$*as

#$aik L&ngkung Analisa Ayakan Ba'u &ca


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5 10 15 20 25 30 35 40



20/21


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45 50 55

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