Studi Deformasi Permanen Beton Aspal Dengan Penambahan Parutan Karet Sepatu Bekas - MCUrepository

!

" # $ %# &'

( '
* *

)

*

+
*

. &
*
&

/
*

*
* *
/

' -*

*

%)

*
' -*
.

,

*
*
*

*
*

*
0

*

*
%

*

*

,

%
*
$1 (

,*

&

%

*
+ 23

*
%

*

*

3# 2 3# 4 3
*
*

*

*

&
*

*

*
2#54

,
*
.
* * *
3
#

.

*

-

* %
*

*

*

*

,* #

%

*
3

*

*

,* #
* *

,
*

-

*

*

,* %
*

*

23 *

*
4 3

*

-

,

*

*
,* %

,
*

.

.

*
4 3

*

3

23

* *
,* %

,
*

*
*

*%

! "

#

$

%
&

$

'

(

$

)

$*

)
&

$*

+

(

$*

,

$ * -. $
# 0

*

"/

1

#

2

#

!

#

6

-

3

4 5

-

#

/

#

-

##

/

/

#

-

/

#% 7 *

#
%

#'

-

*

/

% 1

%
%

' (

$ * 8*

+

:

+

) 1 9
+ 1 2
+

$

;

-$

5

";

: <

$=8;$/
+

1 2

(
1 $

2

= 3

(

%
+

$

(

+

$

,
,

1 $*
>

$

# 1

(

2 *

%

1

'

#

)

9

:

+

$
$*
1
1 9

:

# $

!

1

% $

!

9

#

(

#

2

*

#
#
:

#

#%
#)
#+
%,

%
$

!

"

# $

&

'$

(

$

)

*

(

$

#

%
+

(

,
#

+
-.

%

#

+

(

/

#
-

0 &

/

!

.2
3

#

1

#
0 &

/

!

2

%
#

#

1

#
0 &

2

#

/

!

#

#

#

1
3

4

0 5/
.

1
0

6

%

7

%

$

%

0 8 9

0

0 8 9

0

0 8 9

0

( $

%
(

6

( $

%
%%

!
#

$

&

%
'

( )(

*

!

(

&
( )(

*

!

(

*

!

(
/

! #
(

#

+,
&"

%

(

! #
(

#

&,
&-

'
( )(

%

(

'

&

&&

"

(

%

! #
(

#

",
.+

%

% 01

.

!
"

#

'

$ % &

"

( & )*

'
+

,

,

-

$

/

. #

-

#
0

/

$ #1

$ #

#

,0
,

%

2$%
(

"

#

(

%

+
%

3

$

%

4

,
,

%

,"

'
2

# &

"5

(

# 4

,'

2

# &

-5

(

# 4

,

,
-

6 #!
7

%

,,
8

# &

05
/

(
7

%

"5
0

%

-5

,/
# &

#

8

-0
# &

(

8! !%

#

-

%

-

! #

( .

7

' >

8
(

7

" $ .

#

!
:

. ?>

1 9
!

.

-/

!; $% ( &

/0
< &=

/
/-

%

=
= inci

0

C

= derajat Celcius
= nilai rata – rata

AASHTO

= American Association of State Highway and Transportation

AC

= Asphalt Cement

Anova

= Analysis Of Variance

ASTM

= American Society for Testing and Materials

cm

= centimeter

df

= degree of freedom

DS

= stabilitas dinamis

gr

= gram

Gsa

= Berat Jenis Apparent (Apparent specific gravity)

Gsb

= Berat Jenis Bulk (Bulk Specific Gravity)

Gse

= Berat Jenis Effective (Effective Specific Gravity)

Ho

= hipotesis awal

Ha

= hipotesis alternative

kg

= kilogram

maks

= maksimum

MC

= Medium Curing

min

= minimum

mm

= millimeter

MQ

= Marshall Quotient

ix

MSE

= Error Mean Square

N

= Newton

n

= jumlah data

No.

= nomor

Pen

= penetrasi

Pa

= persen rongga udara dalam campuran

Pb

= persen aspal dalam campuran

Pbe

= persen aspal efektif dalam campuran

Pen.

= penetrasi

RC

= Rapid Curing

RD

= kecepatan deformasi

SC

= Slow Curing

SNI

= Standar Nasional Indonesia

SSD

= Saturated Surface Dry

t

= waktu

UE 18 KSAL

= Unit Equivalent 18 Kips Single Axle Load

VFA

= Void Filled with Asphalt

x