Test Marshall

Daftar Isian "WAJIB"

Jenis campuran

AC-WC

Kadar aspal tengah P (%)

5.5

Berat jenis agregat kasar

.!"

Berat jenis agregat sedang

.!"

Berat jenis agregat halus

.

Berat jenis aspal

#.$

% CA diag&nal (tanpa '')

.$$

% A diag&nal (tanpa '')

#.$$

% 'A diag&nal (tanpa '')

5".$$

Spesifikasi :

*tailitas minimal (kg)

$$

'l&+ minimal (mm)



,A minimal (%)

#5

,'A minimal (%)

!5

, minimal (%)

.5

 minimal (%)

$$

,'A/ ,A - ,

BJ CA#$$

.!"

CA#$#$

.!"

jga #$$

A5#$

.!"

'A$5

.

CA

$.0100

A

$."0"15!

'A

#.2! .""#2

LABORATORIUM BAHAN KONSTRUKSI FAKULTAS TEKNIK SIPIL DAN PERENCANAAN INSTITUT TEKNOLOGI NASIONAL MALANG Jl. Bendungan Sigura-gura No. 2 Telp. (0341) 551951 - 551431 Psw. 25 !alang 5145

Perhitungan Marshall Test a!puran A"# $irenda! $ala! #ater Bath ela!a 3& !enit '&& Kadar Aspal No. Benda Uji

4.5 %

5%

5.5 %

1

2

3

1

2

3

1

2

3

a

"ia#e$er (%#)

10.21

10.21

10.21

10.21

10.21

10.21

10.21

10.21

10.21

&

Tinggi 1 (%#)

.10

.33

.20

.34

.22

.44

.49

.3'

.4

%

Tinggi 2 (%#)

.20

.34

.20

.35

.23

.44

.50

.40

.5

d

Tinggi 3 (%#)

.30

.50

.10

.35

.24

.4

.4

.40

.5

e

Tinggi ra$a-ra$a (##)

2.00

3.90

1.

3.4

2.30

4.4

4.'3

3.93

4.90



* aspal $+d agrega$

4.1

4.1

4.1

5.2

5.2

5.2

5.'2

5.'2

5.'2

g

* aspal $+d %a#puran

4.50

4.50

4.50

5.00

5.00

5.00

5.50

5.50

5.50

+

Bera$ sa#pel (gra#)

11'0.

11'.

11.9

11.0

115.'

11'1.3

11'9.'

11.

1200.2

,

Bera$ SS" (gra#)

119'.2

1205.1

11'5.1

1194.2

11'3.0

1200.1

120'.3

119.1

1220.3



Bera$ dala# air (gra#)

49.5

53.1

42.4

4.2

42.0

50.2

54.1

4'.'

2.0



,si (gra#)

54'.0

552.00

542.0

54'.00

541.00

549.90

554.20

54.3

55'.3

l

Bera$ isi

2.152

2.152

2.150

2.14

2.155

2.14'

2.14

2.152

2.150

#

BJ #asi#u# $eori$is

2.2'

2.2'

2.2'

2.21

2.21

2.21

2.25

2.25

2.25

n

(g/l)& aspal)

9.512

9.511

9.505

10.540

10.5'4

10.551

11.599

11.25

11.15

o

((100-g)/l)& agrega$

'4.1'

'4.11

'4.114

'3.511

'3.'5'

'3.59

'3.10

'3.291

'3.21

p

Ju#la+ andungan rongga (*)

.310

.32

.3'

5.949

5.5

5.'5

5.30

5.0'5

5.19



* rongga $+d agrega$ !

15.'22

15.'29

15.''

1.4'9

1.142

1.403

1.'94

1.09

1.'4

r

* rongga $erisi aspal B

0.119

0.0'

59.'31

3.921

5.5

4.325

'.5

9.50

9.202

s

* rongga dl# %a#puran T!

5.'0

5.''

5.931

5.502

5.110

5.404

4.'51

4.39

4.24

$

Pe#&a%aan arloi s$a&ili$as

5.00

'0.00

59.00

9.00

10.00

9.00

11.00

10'.00

110.00

u

l&

14.40

2352.00

134.0

2'22.40

311.40

2322.0

3439.'0

315.20

3234.00



g

32.35

104.22

1.5'

1255.4

13'.24

1033.14

1530.09

1412.39

143'.55

oresi ($e&al)

1.040

0.991

1.04'

1.002

1.032

0.9

0.9

0.990

0.95

w 6

S$a&ili$as l& (dg oresi)

112.15

2331.'

1'1'.

2'29.44

321.01

22'.4

332.0

3145.03

3122.02

7

S$a&ili$as g (dg oresi)

1.0

103.1'

'0'.9'

125'.59

1430.99

1009.0

149.'

139'.9

13''.4

8

low

4.32

4.3

'.30

4.22

.09

3.

3.24

3.5

3.1

1.30

224.01

9.4

29'.24

201.'3

24.95

45.2

3'3.2'

43'.09

aa !ars+all uo$ien$

LABORATORIUM BAHAN KONSTRUKSI FAKULTAS TEKNIK SIPIL DAN PERENCANAAN INSTITUT TEKNOLOGI NASIONAL MALANG Jl. Bendungan Sigura-gura No. 2 Telp. (0341) 551951 - 551431 Psw. 25 !alang 5145

Perhitungan Marshall Test a!puran A"# $irenda! $ala! #ater Bath ela!a 3& !enit '&& Kadar Aspal No. Benda Uji

'%

'.5 %

1

2

3

1

2

3

a

"ia#e$er (%#)

10.21

10.21

10.21

10.21

10.21

10.21

&

Tinggi 1 (%#)

.4'

.3

.29

.50

.3

.0

%

Tinggi 2 (%#)

.50

.40

.3

.51

.3

.0

d

Tinggi 3 (%#)

.50

.42

.3

.53

.3

.0

e

Tinggi ra$a-ra$a (##)

4.93

3.93

3.40

5.13

.30

.00



* aspal $+d agrega$

.3'

.3'

.3'

.95

.95

.95

g

* aspal $+d %a#puran

.00

.00

.00

.50

.50

.50

+

Bera$ sa#pel (gra#)

11'.3

113.5

11'4.2

11'3.5

11'9.

120.

,

Bera$ SS" (gra#)

11'4.'

1192.3

1201.'

1200.0

120'.2

122.1



Bera$ dala# air (gra#)

42.

45.4

51.3

50.9

54.3

4.2



,si (gra#)

542.20

54.90

550.50

549.10

553.90

52.90

l

Bera$ isi

2.155

2.14

2.151

2.155

2.14'

2.145

#

BJ #asi#u# $eori$is

2.242

2.242

2.242

2.22'

2.22'

2.22'

n

(g/l)& aspal)

12.00

12.4

12.9

13.2

13.13

13.99

o

((100-g)/l)& agrega$

'2.99

'2.22

'2.'30

'2.551

'2.25

'2.13

p

Ju#la+ andungan rongga (*)

4.331

4.3

4.49

3.'

4.03

4.13



* rongga $+d agrega$ !

1.031

1.3'

1.10

1.449

1.43

1.'2

r

* rongga $erisi aspal B

4.5'

2.4

3.'41

'.''

.2'

.'4

s

* rongga dl# %a#puran T!

3.'''

4.2'9

4.04'

3.24

3.590

3.''

$

Pe#&a%aan arloi s$a&ili$as

12'.00

12.00

112.00

.00

0.00

4.00

u

l&

33.20

333.'0

3292.'0

199.'0

14.00

215.0



g

13.95

10.'

144.0

'.21

'4.

9.5

0.95

0.990

1.004

0.959

0.92'

0.93

w

oresi ($e&al)

6

S$a&ili$as l& (dg oresi)

329.1

39'.33

330.4

1''9.52

13.40

203.93

7

S$a&ili$as g (dg oresi)

114.52

145.09

140.'

'40.50

2'.35

90.0

8

low

5.09

5.3

3.43

9.'

4.40

.20

aa !ars+all uo$ien$

31.20

2'.10

42'.'2

'5.

15.53

125.'4

LABORATORIUM BAHAN KONSTRUKSI FAKULTAS TEKNIK SIPIL DAN PERENCANAAN INSTITUT TEKNOLOGI NASIONAL MALANG

Jl. Bendungan Sigura-gura No. 2 Telp. (0341) 551951 - 551431 Psw. 25 !alang 5145

Grafik Hubungan Anara !a"ar A# $a% &'ngan abi%ia#

) 1800 g k ( # a 1600  i % i 1400 b a  2 1200

1576.8 1422.5 f(x) = - 647.50x^2 + 7173.60x - 18358.83 1232.9

1000 869.3

800 600

825.0

,aa# iniu = 800

400 200 0 4.5

5.0

5.5

6.0

6.5

!a"ar A#$a% ()

Grafik Hubungan Anara !a"ar A#$a% &'ngan /% ) ( 1 0 % /

8 7.13

7 6

f(x) = 2.66190x^2 - 28.77629x + 81.61200

5.75

5

4.99

4.75

4 3.35

3 ,aa# iniu = 2

2 1 0 4.5

5.0

5.5 !a"ar A#$a% ()

6.0

6.5

Grafik Hubungan Anara !a"ar A#$a% &'ngan *

7 ) + ( *  

6 5

5.89 f(x) = - 0.0290867076x^2 5.34- 0.8840960961x + 10.4661033362 4.74 4.08

4

3.51 3 2 1

,aa# iniu = 25

0 4.5

5.0

5.5

6.0

6.5

!a"ar A#$a% ()


Jl. Bendungan Sigura-gura No. 2 Telp. (0341) 551951 - 551431 Psw. 25 !alang 5145 Grafik Hubungan Anara !a"ar A#$a% &'ngan *A 18 17.67

17.5

f(x) = - 0.0263951556x^2 + 1.1909993594x + 11.0316462916

) + ( 17 A *  16.5

16

17.19 16.80 16.34 15.85

15.5

,aa# iniu = 15

15 14.5 14 4.5

5.0

5.5

6.0

6.5

!a"ar A#$a% () ) 6 g k (  n ' i  0 u 5 % % a 4 # r a *

Grafik 'rban"ingan Anara !a"ar A#$a% &'ngan *ar#a%% ui'n 450 426.03

410 370

f(x) = - 248.9993417017x^2 + 2740.1144817929x - 7149.82311449 344.37

330 290 258.34

250

,aa# iniu = 200

210 170

165.93

130

8 4.5

10 5.0

5.5

6.0

6.5

!a"ar A#$a% ()

Grafik 'rban"ingan Anara !a"ar A#$a% &'ngan /, 80 78 76 74 ) 72 + ( 70 , /

77.67

f(x) = - 0.3595499078x^2 + 12.8416548805x + 9.4578731278 73.73

69.14

66

,aa# iniu = 65

64.60

64 62 60

60.01 4.5

8 5.0

5.5

6.0

6.5

!a"ar A#$a% ()


Jl. Bendungan Sigura-gura No. 2 Telp. (0341) 551951 - 551431 Psw. 25 !alang 5145

$(A)*AM BATAN) APA+ ,PT(MUM AMPU*AN A"#

11

A,A 12

9

/: 10

7

* 8

5

*A 6 3

4

* /, 2

1 13

4.50

5.00

5.50 !a"ar A#$a% (+)

6.00

6.50

Test Marshall

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