marshall test - mahasiswa !!!!! fix yg digunakan

LABORATOIUM JALAN RAYAJURUSAN TEKNIK SIPIL, FAKULTAS TEKNIK SIPIL DAN PERENCANAAN

UNIVERSITAS ISLAM INDONESIAJL. Kaliurang KM 14,4 Tlp 0274 896440 Fax 0274 895330 Yogyakarta E-mail: [email protected]

PROPERTIES OF ASPHALT MIXES BY MARSHALL METHOD

Date of Test : 13 s/d 15 Mei 2013

Tipe of Mix : Laston (AC-BC Gradasi Kasar)

: Jl. Kaliurang KM 8 s/d 10 Sleman, Yogyakarta.

Penetration of Bitumen = AC 60/70

Sp.Gr of Bitumen X = 0.97

Tinggi Bitumen Bulk SP.GR Effective Max Sp.gr Weght ( Gram )

No. benda Content Of Total SP.GR Combine In

Uji Agg Of Total Agg Mix Air

A B C D E

(mm)

1 65.60 4.00 2.50 2.55 2.39 1171.54

2 66.10 4.0 2.77 1153.68

Average

1 66.30 4.50 2.50 2.55 2.37 1182.00

2 66.30 4.5 1171.40

Average

1 63.43 5.00 2.50 2.55 2.36 1169.78

2 64.50 5.0 1161.03

Average

1 63.90 5.50 2.50 2.55 2.34 1162.95

2 63.80 5.5 1115.10

Average

1 64.20 6.00 2.50 2.59 2.36 1131.65

2 62.70 6.0 1183.68

Average

REMAKS :

%CA = 24.5% Bj Bulk Ag Kasar = 2.471

% Bitument by weight of Mix

(% CA + % MA) x BJ Kasar + (% FA x Bj

Halus)

Timbangan LAB2

BjAverentBjbulk C

A

X

A

100100

%MA = 28% Bj Bulk Ag Halus = 2.476

%FFA = 44.5% Bj Averent Ag. Kasar = 2.642

Bj Averent Ag. Halus = 2.729

Grafik kadar Aspal Optimum AC-BC

Syarat Ketentuan Sifat Campuran Laston (AC)Stabilitas minimum 800 kg

x y4.00 8006.00 800

4.00 4.50 5.00 5.50 6.000

400

800

1200

1600

2000

2400

1229.831431.58

1277.43

1002.05

1729.45

Stabilitas

Kadar Aspal

Nila

i Sta

bilit

as (k

g)

4.00 4.50 5.00 5.50 6.005

10

15

20

25

30

35

14.04

25.24

10.9813.22 12.16

VMA

Kadar Aspal

Nila

i VM

A

Syarat Ketentuan Sifat Campuran Laston (AC)VMA minimum 15 %

x y4.00 156.00 15

4.00 4.50 5.00 5.50 6.005

10

15

20

25

30

35

14.04

25.24

10.9813.22 12.16

VMA

Kadar AspalN

ilai V

MA




Dikerjakan oleh

Diperiksa oleh

: Jl. Kaliurang KM 8 s/d 10 Sleman, Yogyakarta.Kalibrasi proving ring (Lbs) = 7.37605

3.3487267

Weght ( Gram ) Volume Bulk SpGr Air StabilityFlow

In Of Combine VoidMeas Adjust

Water S.S.D Specimen Mix (%) ( mm )

F G H I J K L M

G - F LAB LAB (Kg) LAB

661.00 1187 526.00 2.227 460 1414.10 2.8652.00 1166.6 514.60 2.242 345 1045.56 1.7

520.30 2.23 6.61 1229.83 2.25

682.00 1191.3 509.30 1.606 345 1039.78 2.53672.00 1181 509.00 2.301 605 1823.38 1.75

509.15 1.95 17.73 1431.58 2.14

680 1175.8 495.80 2.359 407 1365.66 2.07672 1173 501.00 2.317 368 1189.20 3.9

498.40 2.34 0.78 1277.43 2.99

678.00 1171.5 493.50 2.357 357 1157.24 2.95632 1132.78 500.78 2.227 257 846.85 4.08

497.14 2.29 2.03 1002.05 3.52

647 1141.5 494.50 2.288 492 1573.43 3.35687 1185.3 498.30 2.375 552 1885.47 3.4

496.40 2.33 1.04 1729.45 3.38

Kepala Lab. Jalan Raya

Timbangan LAB

Timbangan LAB

H

E

D

ID 100)(

Ir. Subarkah, MT

Syarat Ketentuan Sifat Campuran Laston (AC) Syarat Ketentuan Sifat Campuran Laston (AC)Flow minimum 3 mm Marshal Quotient minimum

x y x4.00 3 4.006.00 3 6.00

4.00 4.50 5.00 5.50 6.002.0

2.5

3.0

3.5

4.0

4.5

2.252.14

2.99

3.523.38

Flow

Kadar Aspal

Nila

i Flo

w (m

m)

4.00 4.50 5.00 5.50 6.000.0

5.5

11.0

16.5

6.61

17.73

0.782.03

1.04

VITM

Kadar Aspal

Rong

ga u

dara

4.00 4.50 5.00 5.50 6.00200250300350400450500550600650700750800

546.59

668.96

427.95

285.08

512.43

Marshal Quistion

Kadar AspalN

ilai

MQ

4.00 4.50 5.00 5.50 6.000

20

40

60

80

100

52.91

29.76

92.9284.64

91.46

VFWA

Kadar Aspal

Nila

i VFW

A

Syarat Ketentuan Sifat Campuran Laston (AC) Syarat Ketentuan Sifat Campuran Laston (AC)VFWA minimum 65 % Rongga Udara minimum

Rongga Udara maxx y x

4.00 65 4.006.00 65 6.00

4.006.00

4.00 4.50 5.00 5.50 6.000.0

5.5

11.0

16.5

6.61

17.73

0.782.03

1.04

VITM

Kadar Aspal

Rong

ga u

dara

4.00 4.50 5.00 5.50 6.000

20

40

60

80

100

52.91

29.76

92.9284.64

91.46

VFWA

Kadar AspalN

ilai V

FWA




: Sukamto HM, dan Pranoto

: Ir. Subarkah, MT.

Temperature : 150 º C

Compaction : 2 x 75 Blows

Marshall Void Mineral Void Filled

Quotien Agregat With Aspal

( Kg/mm ) (VMA) (VFWA)

N P R S

546.5903 0.776 14.04 52.91

668.96292722 0.771 25.24 29.76

427.94932264 0.767 10.98 92.92

285.07715161 0.763 13.22 84.64

512.42960125 1.373 12.16 91.46

PENGUJI

Absorbtionbitument

-

--

-

-

-

-

-

-

-

-

-

------

---

-----

---

M

L

D

X

B

AXA

100)100(

B

IA

)100(100

R

JR 100

Sukamto

Aspal y

Stabilitas 6060

Flow 5050

M /Q 4040

VMA 3030

VFWA 2020

Air Void 1010

Min 05.00 70

Mak 04.85 70

KAO 0Syarat Ketentuan Sifat Campuran Laston (AC) 4.93 70

250 kg/mmy

250250

4.00 4.50 5.00 5.50 6.000.0

5.5

11.0

16.5

6.61

17.73

0.782.03

1.04

VITM

Kadar Aspal

Rong

ga u

dara

4.00 4.50 5.00 5.50 6.00200250300350400450500550600650700750800

546.59

668.96

427.95

285.08

512.43

Marshal Quistion

Kadar Aspal

Nila

i M

Q

4.00 4.50 5.00 5.50 6.000

10

20

30

40

50

60

70Grafik Kadar Aspal Optimum

Stabilitas

Flow

M/Q

VMA

VFWA

Rongga Udara

Min

Max

KAO

Kadar Aspal

KAO =4,93 %

Syarat Ketentuan Sifat Campuran Laston (AC)3.5 % 4 5.55.5 % 6 5.5

y3.53.55.55.5

Yogyakarta, 20 Mei 2013Kepala Lab. Jalan Raya

Ir. Subarkah, MT

4.00 4.50 5.00 5.50 6.000.0

5.5

11.0

16.5

6.61

17.73

0.782.03

1.04

VITM

Kadar Aspal

Rong

ga u

dara

4.00 4.50 5.00 5.50 6.000

10

20

30

40

50

60


Stabilitas

Flow

M/Q

VMA

VFWA

Rongga Udara

Min

Max

KAO

Kadar Aspal

KAO =4,93 %

x

4.006.005.006.004.006.004.004.854.806.00

5.005.004.854.854.934.93

4.00 4.50 5.00 5.50 6.000

10

20

30

40

50

60


Stabilitas

Flow

M/Q

VMA

VFWA

Rongga Udara

Min

Max

KAO

Kadar Aspal

KAO =4,93 %

4.00 4.50 5.00 5.50 6.000

10

20

30

40

50

60


Stabilitas

Flow

M/Q

VMA

VFWA

Rongga Udara

Min

Max

KAO

Kadar Aspal

KAO =4,93 %

marshall test - mahasiswa !!!!! fix yg digunakan

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