Studi Deformasi Permanen Beton Aspal Dengan Penambahan Parutan Karet Sepatu Bekas.
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= American Association of State Highway and Transportation
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= Asphalt Cement
Anova
= Analysis Of Variance
ASTM
= American Society for Testing and Materials
cm
= centimeter
df
= degree of freedom
DS
= stabilitas dinamis
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= gram
Gsa
= Berat Jenis Apparent (Apparent specific gravity)
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= Berat Jenis Bulk (Bulk Specific Gravity)
Gse
= Berat Jenis Effective (Effective Specific Gravity)
Ho
= hipotesis awal
Ha
= hipotesis alternative
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= kilogram
maks
= maksimum
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= Medium Curing
min
= minimum
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= millimeter
MQ
= Marshall Quotient
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= Error Mean Square
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Pbe
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RC
= Rapid Curing
RD
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SC
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SNI
= Standar Nasional Indonesia
SSD
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UE 18 KSAL
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=
= 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
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