Variasi Jumlah Tumbukan Terhadap Uji Karakteristik Marshall Untuk Campuran Laston (AC-BC)

Antonius Situmorang, Priyo Pratomo, Dwi Herianto

Abstract


This study aims to determine the impact that variations in the number of collisions on the
characteristics of the mixture laston (AC-BC) with reference to the Specifications Bina Marga,
2010.
This study uses a gradation on common specifications, 2010 for a mixture of Asphalt Concrete -
Binder Course (AC-BC) fine gradations for middle limit and lower limit.
Based on the analysis of data processing obtained that the bitumen content is used for middle limit
is 6.75% and the lower limit of 7.1%. From the test results on a collision Marshall 2x55, 2x65,
2x75, 2x85, 2x95 in the middle of the boundary does not meet all the parameters because the value
of Marshall Marshall Quotient (MQ) and value of voids Filled With Asphalt (VFA) did not enter
the specifications Bina Marga, 2010. While testing the limits Marshall Under the collision 2x55,
2x65, 2x75, 2x85 Marshall has met all parameters. Only on collision that does not meet the
parameters 2x95 Marshall because the value of Marshall Quotient (MQ) does not make any
Specification Bina Marga, 2010.
Keywords : Number of Collisions
Concrete - Binder Course (AC - BC)

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References


This study aims to determine the impact that variations in the number of collisions on the

characteristics of the mixture laston (AC-BC) with reference to the Specifications Bina Marga,

This study uses a gradation on common specifications, 2010 for a mixture of Asphalt Concrete -

Binder Course (AC-BC) fine gradations for middle limit and lower limit.

Based on the analysis of data processing obtained that the bitumen content is used for middle limit

is 6.75% and the lower limit of 7.1%. From the test results on a collision Marshall 2x55, 2x65,

x75, 2x85, 2x95 in the middle of the boundary does not meet all the parameters because the value

of Marshall Marshall Quotient (MQ) and value of voids Filled With Asphalt (VFA) did not enter

the specifications Bina Marga, 2010. While testing the limits Marshall Under the collision 2x55,

x65, 2x75, 2x85 Marshall has met all parameters. Only on collision that does not meet the

parameters 2x95 Marshall because the value of Marshall Quotient (MQ) does not make any

Specification Bina Marga, 2010.

Keywords : Number of Collisions

Concrete - Binder Course (AC - BC)


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ISSN: 2303-0011