\documentclass[11pt,twoside]{article}\makeatletter

\IfFileExists{xcolor.sty}%
  {\RequirePackage{xcolor}}%
  {\RequirePackage{color}}
\usepackage{colortbl}
\usepackage{wrapfig}
\usepackage{ifxetex}
\ifxetex
  \usepackage{fontspec}
  \usepackage{xunicode}
  \catcode`⃥=\active \def⃥{\textbackslash}
  \catcode`❴=\active \def❴{\{}
  \catcode`❵=\active \def❵{\}}
  \def\textJapanese{\fontspec{Noto Sans CJK JP}}
  \def\textChinese{\fontspec{Noto Sans CJK SC}}
  \def\textKorean{\fontspec{Noto Sans CJK KR}}
  \setmonofont{DejaVu Sans Mono}
  
\else
  \IfFileExists{utf8x.def}%
   {\usepackage[utf8x]{inputenc}
      \PrerenderUnicode{–}
    }%
   {\usepackage[utf8]{inputenc}}
  \usepackage[english]{babel}
  \usepackage[T1]{fontenc}
  \usepackage{float}
  \usepackage[]{ucs}
  \uc@dclc{8421}{default}{\textbackslash }
  \uc@dclc{10100}{default}{\{}
  \uc@dclc{10101}{default}{\}}
  \uc@dclc{8491}{default}{\AA{}}
  \uc@dclc{8239}{default}{\,}
  \uc@dclc{20154}{default}{ }
  \uc@dclc{10148}{default}{>}
  \def\textschwa{\rotatebox{-90}{e}}
  \def\textJapanese{}
  \def\textChinese{}
  \IfFileExists{tipa.sty}{\usepackage{tipa}}{}
\fi
\def\exampleFont{\ttfamily\small}
\DeclareTextSymbol{\textpi}{OML}{25}
\usepackage{relsize}
\RequirePackage{array}
\def\@testpach{\@chclass
 \ifnum \@lastchclass=6 \@ne \@chnum \@ne \else
  \ifnum \@lastchclass=7 5 \else
   \ifnum \@lastchclass=8 \tw@ \else
    \ifnum \@lastchclass=9 \thr@@
   \else \z@
   \ifnum \@lastchclass = 10 \else
   \edef\@nextchar{\expandafter\string\@nextchar}%
   \@chnum
   \if \@nextchar c\z@ \else
    \if \@nextchar l\@ne \else
     \if \@nextchar r\tw@ \else
   \z@ \@chclass
   \if\@nextchar |\@ne \else
    \if \@nextchar !6 \else
     \if \@nextchar @7 \else
      \if \@nextchar (8 \else
       \if \@nextchar )9 \else
  10
  \@chnum
  \if \@nextchar m\thr@@\else
   \if \@nextchar p4 \else
    \if \@nextchar b5 \else
   \z@ \@chclass \z@ \@preamerr \z@ \fi \fi \fi \fi
   \fi \fi  \fi  \fi  \fi  \fi  \fi \fi \fi \fi \fi \fi}
\gdef\arraybackslash{\let\\=\@arraycr}
\def\@textsubscript#1{{\m@th\ensuremath{_{\mbox{\fontsize\sf@size\z@#1}}}}}
\def\Panel#1#2#3#4{\multicolumn{#3}{){\columncolor{#2}}#4}{#1}}
\def\abbr{}
\def\corr{}
\def\expan{}
\def\gap{}
\def\orig{}
\def\reg{}
\def\ref{}
\def\sic{}
\def\persName{}\def\name{}
\def\placeName{}
\def\orgName{}
\def\textcal#1{{\fontspec{Lucida Calligraphy}#1}}
\def\textgothic#1{{\fontspec{Lucida Blackletter}#1}}
\def\textlarge#1{{\large #1}}
\def\textoverbar#1{\ensuremath{\overline{#1}}}
\def\textquoted#1{‘#1’}
\def\textsmall#1{{\small #1}}
\def\textsubscript#1{\@textsubscript{\selectfont#1}}
\def\textxi{\ensuremath{\xi}}
\def\titlem{\itshape}
\newenvironment{biblfree}{}{\ifvmode\par\fi }
\newenvironment{bibl}{}{}
\newenvironment{byline}{\vskip6pt\itshape\fontsize{16pt}{18pt}\selectfont}{\par }
\newenvironment{citbibl}{}{\ifvmode\par\fi }
\newenvironment{docAuthor}{\ifvmode\vskip4pt\fontsize{16pt}{18pt}\selectfont\fi\itshape}{\ifvmode\par\fi }
\newenvironment{docDate}{}{\ifvmode\par\fi }
\newenvironment{docImprint}{\vskip 6pt}{\ifvmode\par\fi }
\newenvironment{docTitle}{\vskip6pt\bfseries\fontsize{22pt}{25pt}\selectfont}{\par }
\newenvironment{msHead}{\vskip 6pt}{\par}
\newenvironment{msItem}{\vskip 6pt}{\par}
\newenvironment{rubric}{}{}
\newenvironment{titlePart}{}{\par }

\newcolumntype{L}[1]{){\raggedright\arraybackslash}p{#1}}
\newcolumntype{C}[1]{){\centering\arraybackslash}p{#1}}
\newcolumntype{R}[1]{){\raggedleft\arraybackslash}p{#1}}
\newcolumntype{P}[1]{){\arraybackslash}p{#1}}
\newcolumntype{B}[1]{){\arraybackslash}b{#1}}
\newcolumntype{M}[1]{){\arraybackslash}m{#1}}
\definecolor{label}{gray}{0.75}
\def\unusedattribute#1{\sout{\textcolor{label}{#1}}}
\DeclareRobustCommand*{\xref}{\hyper@normalise\xref@}
\def\xref@#1#2{\hyper@linkurl{#2}{#1}}
\begingroup
\catcode`\_=\active
\gdef_#1{\ensuremath{\sb{\mathrm{#1}}}}
\endgroup
\mathcode`\_=\string"8000
\catcode`\_=12\relax

\usepackage[a4paper,twoside,lmargin=1in,rmargin=1in,tmargin=1in,bmargin=1in,marginparwidth=0.75in]{geometry}
\usepackage{framed}

\definecolor{shadecolor}{gray}{0.95}
\usepackage{longtable}
\usepackage[normalem]{ulem}
\usepackage{fancyvrb}
\usepackage{fancyhdr}
\usepackage{graphicx}
\usepackage{marginnote}

\renewcommand{\@cite}[1]{#1}


\renewcommand*{\marginfont}{\itshape\footnotesize}

\def\Gin@extensions{.pdf,.png,.jpg,.mps,.tif}

  \pagestyle{fancy}

\usepackage[pdftitle={Propertis Porous Asphalt used Quarsite Dolomite Stone with Buton Natural Asphalt After Loading},
 pdfauthor={}]{hyperref}
\hyperbaseurl{}

	 \paperwidth210mm
	 \paperheight297mm
              
\def\@pnumwidth{1.55em}
\def\@tocrmarg {2.55em}
\def\@dotsep{4.5}
\setcounter{tocdepth}{3}
\clubpenalty=8000
\emergencystretch 3em
\hbadness=4000
\hyphenpenalty=400
\pretolerance=750
\tolerance=2000
\vbadness=4000
\widowpenalty=10000

\renewcommand\section{\@startsection {section}{1}{\z@}%
     {-1.75ex \@plus -0.5ex \@minus -.2ex}%
     {0.5ex \@plus .2ex}%
     {\reset@font\Large\bfseries}}
\renewcommand\subsection{\@startsection{subsection}{2}{\z@}%
     {-1.75ex\@plus -0.5ex \@minus- .2ex}%
     {0.5ex \@plus .2ex}%
     {\reset@font\Large}}
\renewcommand\subsubsection{\@startsection{subsubsection}{3}{\z@}%
     {-1.5ex\@plus -0.35ex \@minus -.2ex}%
     {0.5ex \@plus .2ex}%
     {\reset@font\large}}
\renewcommand\paragraph{\@startsection{paragraph}{4}{\z@}%
     {-1ex \@plus-0.35ex \@minus -0.2ex}%
     {0.5ex \@plus .2ex}%
     {\reset@font\normalsize}}
\renewcommand\subparagraph{\@startsection{subparagraph}{5}{\parindent}%
     {1.5ex \@plus1ex \@minus .2ex}%
     {-1em}%
     {\reset@font\normalsize\bfseries}}


\def\l@section#1#2{\addpenalty{\@secpenalty} \addvspace{1.0em plus 1pt}
 \@tempdima 1.5em \begingroup
 \parindent \z@ \rightskip \@pnumwidth 
 \parfillskip -\@pnumwidth 
 \bfseries \leavevmode #1\hfil \hbox to\@pnumwidth{\hss #2}\par
 \endgroup}
\def\l@subsection{\@dottedtocline{2}{1.5em}{2.3em}}
\def\l@subsubsection{\@dottedtocline{3}{3.8em}{3.2em}}
\def\l@paragraph{\@dottedtocline{4}{7.0em}{4.1em}}
\def\l@subparagraph{\@dottedtocline{5}{10em}{5em}}
\@ifundefined{c@section}{\newcounter{section}}{}
\@ifundefined{c@chapter}{\newcounter{chapter}}{}
\newif\if@mainmatter 
\@mainmattertrue
\def\chaptername{Chapter}
\def\frontmatter{%
  \pagenumbering{roman}
  \def\thechapter{\@roman\c@chapter}
  \def\theHchapter{\roman{chapter}}
  \def\thesection{\@roman\c@section}
  \def\theHsection{\roman{section}}
  \def\@chapapp{}%
}
\def\mainmatter{%
  \cleardoublepage
  \def\thechapter{\@arabic\c@chapter}
  \setcounter{chapter}{0}
  \setcounter{section}{0}
  \pagenumbering{arabic}
  \setcounter{secnumdepth}{6}
  \def\@chapapp{\chaptername}%
  \def\theHchapter{\arabic{chapter}}
  \def\thesection{\@arabic\c@section}
  \def\theHsection{\arabic{section}}
}
\def\backmatter{%
  \cleardoublepage
  \setcounter{chapter}{0}
  \setcounter{section}{0}
  \setcounter{secnumdepth}{2}
  \def\@chapapp{\appendixname}%
  \def\thechapter{\@Alph\c@chapter}
  \def\theHchapter{\Alph{chapter}}
  \appendix
}
\newenvironment{bibitemlist}[1]{%
   \list{\@biblabel{\@arabic\c@enumiv}}%
       {\settowidth\labelwidth{\@biblabel{#1}}%
        \leftmargin\labelwidth
        \advance\leftmargin\labelsep
        \@openbib@code
        \usecounter{enumiv}%
        \let\p@enumiv\@empty
        \renewcommand\theenumiv{\@arabic\c@enumiv}%
	}%
  \sloppy
  \clubpenalty4000
  \@clubpenalty \clubpenalty
  \widowpenalty4000%
  \sfcode`\.\@m}%
  {\def\@noitemerr
    {\@latex@warning{Empty `bibitemlist' environment}}%
    \endlist}

\def\tableofcontents{\section*{\contentsname}\@starttoc{toc}}
\parskip0pt
\parindent1em
\def\Panel#1#2#3#4{\multicolumn{#3}{){\columncolor{#2}}#4}{#1}}
\newenvironment{reflist}{%
  \begin{raggedright}\begin{list}{}
  {%
   \setlength{\topsep}{0pt}%
   \setlength{\rightmargin}{0.25in}%
   \setlength{\itemsep}{0pt}%
   \setlength{\itemindent}{0pt}%
   \setlength{\parskip}{0pt}%
   \setlength{\parsep}{2pt}%
   \def\makelabel##1{\itshape ##1}}%
  }
  {\end{list}\end{raggedright}}
\newenvironment{sansreflist}{%
  \begin{raggedright}\begin{list}{}
  {%
   \setlength{\topsep}{0pt}%
   \setlength{\rightmargin}{0.25in}%
   \setlength{\itemindent}{0pt}%
   \setlength{\parskip}{0pt}%
   \setlength{\itemsep}{0pt}%
   \setlength{\parsep}{2pt}%
   \def\makelabel##1{\upshape ##1}}%
  }
  {\end{list}\end{raggedright}}
\newenvironment{specHead}[2]%
 {\vspace{20pt}\hrule\vspace{10pt}%
  \phantomsection\label{#1}\markright{#2}%

  \pdfbookmark[2]{#2}{#1}%
  \hspace{-0.75in}{\bfseries\fontsize{16pt}{18pt}\selectfont#2}%
  }{}
      \def\TheFullDate{2016-05-15 (revised: 15 May 2016)}
\def\TheID{\makeatother }
\def\TheDate{2016-05-15}
\title{Propertis Porous Asphalt used Quarsite Dolomite Stone with Buton Natural Asphalt After Loading}
\author{}\makeatletter 
\makeatletter
\newcommand*{\cleartoleftpage}{%
  \clearpage
    \if@twoside
    \ifodd\c@page
      \hbox{}\newpage
      \if@twocolumn
        \hbox{}\newpage
      \fi
    \fi
  \fi
}
\makeatother
\makeatletter
\thispagestyle{empty}
\markright{\@title}\markboth{\@title}{\@author}
\renewcommand\small{\@setfontsize\small{9pt}{11pt}\abovedisplayskip 8.5\p@ plus3\p@ minus4\p@
\belowdisplayskip \abovedisplayskip
\abovedisplayshortskip \z@ plus2\p@
\belowdisplayshortskip 4\p@ plus2\p@ minus2\p@
\def\@listi{\leftmargin\leftmargini
               \topsep 2\p@ plus1\p@ minus1\p@
               \parsep 2\p@ plus\p@ minus\p@
               \itemsep 1pt}
}
\makeatother
\fvset{frame=single,numberblanklines=false,xleftmargin=5mm,xrightmargin=5mm}
\fancyhf{} 
\setlength{\headheight}{14pt}
\fancyhead[LE]{\bfseries\leftmark} 
\fancyhead[RO]{\bfseries\rightmark} 
\fancyfoot[RO]{}
\fancyfoot[CO]{\thepage}
\fancyfoot[LO]{\TheID}
\fancyfoot[LE]{}
\fancyfoot[CE]{\thepage}
\fancyfoot[RE]{\TheID}
\hypersetup{citebordercolor=0.75 0.75 0.75,linkbordercolor=0.75 0.75 0.75,urlbordercolor=0.75 0.75 0.75,bookmarksnumbered=true}
\fancypagestyle{plain}{\fancyhead{}\renewcommand{\headrulewidth}{0pt}}

\date{}
\usepackage{authblk}

\providecommand{\keywords}[1]
{
\footnotesize
  \textbf{\textit{Index terms---}} #1
}

\usepackage{graphicx,xcolor}
\definecolor{GJBlue}{HTML}{273B81}
\definecolor{GJLightBlue}{HTML}{0A9DD9}
\definecolor{GJMediumGrey}{HTML}{6D6E70}
\definecolor{GJLightGrey}{HTML}{929497} 

\renewenvironment{abstract}{%
   \setlength{\parindent}{0pt}\raggedright
   \textcolor{GJMediumGrey}{\rule{\textwidth}{2pt}}
   \vskip16pt
   \textcolor{GJBlue}{\large\bfseries\abstractname\space}
}{%   
   \vskip8pt
   \textcolor{GJMediumGrey}{\rule{\textwidth}{2pt}}
   \vskip16pt
}

\usepackage[absolute,overlay]{textpos}

\makeatother 
      \usepackage{lineno}
      \linenumbers
      
\begin{document}

             \author[1]{Firdaus  Chairuddin}

             \affil[1]{  Aimajaya Makassar University}

\renewcommand\Authands{ and }

\date{\small \em Received: 10 April 2016 Accepted: 1 May 2016 Published: 15 May 2016}

\maketitle


\begin{abstract}
        


The lot deposit of Quarsite Dolomite Stone as local material from sea location in Banggai island in half Sulawesi of Indonesia. Was still not be exploited better. Some reseaarch in the field of road construction showed that Quarsite Dolomite Stone was powefull enough when mixtured asphalt structure. Permeable asphalt pavement or porous friction course is commonly knows as porous asphalt. The porous pavement used in japanes and europe. The pavement consists in a porous overlay allowing rainwater to flow down to the botton the overlay and then to drain on the edges of the pavement. Quality of porous asphalt was developed to drain pavement surface flow through it?s pores, because of is specific propertis to mesure it?s ability to drain the water. Indirect Tensile Strength 0.0673 for asphalt quality 3% and Indirect Tensile Strength 0.2370 for asphalt quality 5%. Cantabro test, loss weight 77.10 for asphalt quality 3% and loss weight 9.70 for asphalt quality 5%.

\end{abstract}


\keywords{quarsite dolomite stone, cantabro loss, indirect tensile strength, unconfined compresship strenght.}

\begin{textblock*}{18cm}(1cm,1cm) % {block width} (coords) 
\textcolor{GJBlue}{\LARGE Global Journals \LaTeX\ JournalKaleidoscope\texttrademark}
\end{textblock*}

\begin{textblock*}{18cm}(1.4cm,1.5cm) % {block width} (coords) 
\textcolor{GJBlue}{\footnotesize \\ Artificial Intelligence formulated this projection for compatibility purposes from the original article published at Global Journals. However, this technology is currently in beta. \emph{Therefore, kindly ignore odd layouts, missed formulae, text, tables, or figures.}}
\end{textblock*}


\let\tabcellsep& 	 	 		 
\section[{Introduction}]{Introduction}\par
ermeable asphalt pavement or porus friction course is commonly knews as porous asphalt. The porous pavement is commonly used in Europe and Japan. The pavement cousist in a porous overlay and then to drain on he edges to the pavement (Michael. E Barret. Ph.D). The lot deposit of Quarsite Dolomite Stone in Indonesia was still not be exploited better. Among the exiting utilization of it most of it was exploited for traditional needs fireplace material, some last rasearch in the field of road construction showed that Quarsite Dolomite Stone was powerfull enough when mixtured material for pavemen stabilization. Quarsite Dolomite Stone is local material from sea location in the island of banggai half Sulawesi Indonesia. Its was kwarsit Dolomitan material Celebes  {\ref (Car Donald, 1985)}. This Experimental be done for mesuring propertis permeability asphalt pavement with using Quarsite Dolomite Stone as Local material who was come from sea location at the Banggai Island half Celebes Indonesia with used Rice Hash as Filler.\par
As course agregate on the surface layer Road Pavement. Capasity drain porous Asphalt were Author: Doctor Civil Enginering from Hasanuddin University, in duty Atma Jaya University Makassar. e-mail: Firdauschairuddin@gmail.com.\par
connecting correlasion with spacing hight and small porousity in structure Asphalt. Stability and Durability and Hydrolic conductivity its must be hight test than  {\ref 20\% (Ruz. et. al, 1990 )}. Asphalt porous is open graded course Aggregate. Porousity asphalt porous (10\%-15\%) the structure made drain for flow water  {\ref (Nur Ali, et al. 2005)}.\par
Aggregate was specimen mineral who was done for mixture road konstruktion in the asphalt pavement it's mush be 90\%-95\% for the total weight strukture or 77\%-85\% for all volume  {\ref (Alkin, et. al 1997)}.\par
Clasification agregate be measured by spacing at all : course aggregate it must be lost for filter No.8 it is higher than 2,36 mm.   
\section[{Literature Review}]{Literature Review}\par
Two different test, the indirect tensile test (IDT) and the semi-circular bending test (SCB) were performed on a Permeable asphalt pavement. The mixture was a 10 mm nominal maximum size produced with limestone and marly limestone, calcarenite, and fine and coarse sand. It has 6.5\% (±0.5\%) air void and 5.4\% design asphalt content, produced with 60/70 PEN virgin bitumen. Specimens were compacted using a Superpave Gyratory compactor at N = 109 revolutions to produce a 6500 g, 150 mm diameter Gyratory-compacted specimen. Specimens 150 mm diameter by 25 mm thick were used to perform Superpave IDT test with the system developed by Roque and Buttlar  {\ref [9,} {\ref 10]}. Some of these thin specimens were sliced to obtain 75 mm height semi circular specimens in order to conduct SCB test.\par
The tests were performed on three replicates at 10 o C using an MTS closed-loop servo-hydraulic loading system. The experimental set-up of each test is shown in Fig. \hyperref[fig_0]{1}. 
\section[{a) The indirect tensile test (IDT)}]{a) The indirect tensile test (IDT)}\par
The IDT loads monotoniealiy a 152 mm diameter circular specimen to failure applying a constant stroke of 0.084 mm/s. Two strain gauges with a length of 38.1 mm are placed at the centre of the specimen to measure vertical and horizontal deformations during loading. The horizontal stress occurring at the centre of the specimen is computed using the following IDT plane stress equation, according to the superpave indirect tension test procedure [9,10]: ?h= 2P/?Dt where: ?h tensile stress at the centre of the specimens, P load of the specimen, D diameter of the specimen, t thickness of the specimen.\par
In addition, the procedure developed by Roque and Buttlar [9,10] was used to calculate horizontal and vertical strains at the center of the specimen from horizontal and vertical train gauge measurements. 
\section[{III.}]{III.} 
\section[{Materials and Methods}]{Materials and Methods} 
\section[{a) Indirect Testing}]{a) Indirect Testing}\par
Permeable asphalt pavement was produced with used Quarsite Dolomite Stone as course aggregate. The Quarsite Dolomite Stone broked in the spacing 3/8" ½"-¾" with the BNA Blend Pertamina penetration 60/70. Briket at the Bitumen be done as the standard variation asphalt 3\%, 3,5\%, 4\%, and 5\% for testing experimental Indirect Tensile Strength (ITS) and Catambro Lost. We was controlling testing for composition asphalt permeable pavement with Standar National Indonesia (SNI) and American Association for Testing and Material (ASTM), Permeability and Marshal Test with asphalt variation 4-7\% integral spacing 1\% who use variation open gradation. Asphalt optimum standar is 4\% be used to controlling variation asphalt. For optimum asphalt test be use variation asphalt 3\% -5\% with spacing 5\%.\par
For open gradation we use lost aggregate ¾", ½" and lost filter by comparative 50 : 50. Fine aggregate we use filter number 4, finally number 200, we used 10\%. BNA Blend Pertamina we use all variation asphalt category: 3\%, 3.5\%, 4\%, 4.5\% and 5\%. Test Indirect Tensil Strength (ITS) be controlling by ASTM D6931-07. 
\section[{b) Mix Design Permeable Asphalt Pavement Testing}]{b) Mix Design Permeable Asphalt Pavement Testing}\par
Mix design permeable asphalt pavement the used composition open graded sistem. Who was Mix Trial Gradation lost of material ¾", 1/2 " be stoped filter ½" and lost of material ½" be stoped filter 3/8" with composition comparative 50-50 to course aggregate. The used fine aggregate lost filter number 4, and stoped filter number 200 all of 10\% for mould capacity. Asphalt Blend Pertamina the use variation standard 3\%, 3.5\%, 4\%, 4.5\% and 5\%. Briket make in for 10 cm and depth + 6.5cm and Briket make in 40x40 cm, depth + 6.5cm.        1. Indirect tensile strength 0,1140 MPa for total load 125 Kgf, for the quality asphalt 3\% R maks 0,0180. Indirect tensile strength 0, 2483 MPa for total load 275 Kgf, for the quality asphalt 3.5\% R maks 0,0234. Indirect tensile strength 0, 3574 MPa for total load 400 Kgf, for the quality asphalt 4\% R maks 0, 0283. Indirect tensile strength 0, 2927 MPa for total load 325 Kgf, for the quality asphalt 4.5\% R maks 0,0253. Indirect tensile strength 0,2346 MPa for total load 250 Kgf, for the quality asphalt 5\% R maks 0,0225. \begin{figure}[htbp]
\noindent\textbf{1}\includegraphics[]{image-2.png}
\caption{\label{fig_0}Figure 1 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{2}\includegraphics[]{image-3.png}
\caption{\label{fig_1}Figure 2 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{6}\includegraphics[]{image-4.png}
\caption{\label{fig_2}Figure 6 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{1213}\includegraphics[]{image-5.png}
\caption{\label{fig_3}Figure 12 :Figure 13 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{9}\includegraphics[]{image-6.png}
\caption{\label{fig_4}Figure 9 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{1416}\includegraphics[]{image-7.png}
\caption{\label{fig_5}Figure 14 :Figure 16 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{17}\includegraphics[]{image-8.png}
\caption{\label{fig_6}Figure 17 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{19}\includegraphics[]{image-9.png}
\caption{\label{fig_7}Figure 19 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{2} \par 
\begin{longtable}{P{0.06616766467065868\textwidth}P{0.15778443113772453\textwidth}P{0.162874251497006\textwidth}P{0.13233532934131736\textwidth}P{0.20359281437125748\textwidth}P{0.1272455089820359\textwidth}}
\tabcellsep Percen\tabcellsep Diameter\tabcellsep High\tabcellsep Load\tabcellsep \\
Sam pel\tabcellsep tage asphalt quality (\%)\tabcellsep briket mm\tabcellsep Briket mm\tabcellsep Value (P) kgf\tabcellsep ITS Value Mpa\\
\tabcellsep \tabcellsep D\tabcellsep H\tabcellsep \tabcellsep \\
I\tabcellsep \tabcellsep 102.3\tabcellsep 66.9\tabcellsep \tabcellsep 0\\
II\tabcellsep \tabcellsep 102.22\tabcellsep 69.3\tabcellsep 75.00\tabcellsep 0.066134591\\
III\tabcellsep \tabcellsep 102\tabcellsep 68.5\tabcellsep \multicolumn{2}{l}{100.00 0.089401701}\end{longtable} \par
 
\caption{\label{tab_0}Table 2 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{4} \par 
\begin{longtable}{P{0.07376943005181347\textwidth}P{0.045142487046632124\textwidth}P{0.19928756476683937\textwidth}P{0.1717616580310881\textwidth}P{0.1805699481865285\textwidth}P{0.17946891191709843\textwidth}}
Sam pel\tabcellsep Percen tage quality asphal\tabcellsep Wei ght before test (Gram) Mo\tabcellsep \multicolumn{3}{l}{Weight after test (Gram) (Gram) (\%) Loss Loss Weight Weight Mi L}\\
I\tabcellsep \tabcellsep 1081\tabcellsep 244\tabcellsep 837.00\tabcellsep 77.43\\
II\tabcellsep \tabcellsep 1083\tabcellsep 248\tabcellsep 835.00\tabcellsep 77.10\\
III IV V\tabcellsep 3.0\tabcellsep 1090 1091 1070\tabcellsep 281 226 241\tabcellsep 809.00 865.00 829.00\tabcellsep 74.22 79.29 77.48\\
\tabcellsep \tabcellsep Average\tabcellsep \tabcellsep \tabcellsep 77.10\\
I II\tabcellsep \tabcellsep 1085 1089\tabcellsep 731 760\tabcellsep 354.00 329.00\tabcellsep 32.63 30.21\\
III IV V\tabcellsep 3.5\tabcellsep 1071 1069 1088\tabcellsep 748 711 705\tabcellsep 323.00 358.00 383.00\tabcellsep 30.16 33.49 35.20\\
\tabcellsep \tabcellsep Average\tabcellsep \tabcellsep \tabcellsep 32.34\\
I II III\tabcellsep 4.0\tabcellsep 1081 1082 1088\tabcellsep 913 936 931\tabcellsep 168.00 146.00 157.00\tabcellsep 15.54 13.49 14.43\\
IV V\tabcellsep \tabcellsep 1086 1090\tabcellsep 944 913\tabcellsep 162.00 177.00\tabcellsep 13.09 16.24\\
\tabcellsep \tabcellsep Average\tabcellsep \tabcellsep \tabcellsep 14.56\\
I II\tabcellsep \tabcellsep 1084 1082\tabcellsep 959 952\tabcellsep 125.00 130.00\tabcellsep 11.53 12.01\\
III IV\tabcellsep 4.5\tabcellsep 1086 1088\tabcellsep 940 961\tabcellsep 146.00 127.00\tabcellsep 13.44 11.67\\
V I II III IV V\tabcellsep 5.0\tabcellsep 1084 Average 1075 1084 1090 1078 1105 Average\tabcellsep 948 956 968 984 994 1003\tabcellsep 136.00 119.00 116.00 106.00 84.00 102.00\tabcellsep 12.55 12.24 11.07 10.70 9.72 7.79 9.23 9.70\end{longtable} \par
  {\small\itshape [Note: E © 2016 Global Journals Inc. (US)]} 
\caption{\label{tab_1}Table 4 :}\end{figure}
 \begin{figure}[htbp]
\noindent\textbf{} \par 
\begin{longtable}{P{0.7162382445141066\textwidth}P{0.00799373040752351\textwidth}P{0.013855799373040753\textwidth}P{0.003730407523510972\textwidth}P{0.037304075235109715\textwidth}P{0.04103448275862069\textwidth}P{0.029843260188087774\textwidth}}
\multicolumn{2}{l}{2. Permeable}\tabcellsep \multicolumn{3}{l}{asphalt}\tabcellsep pavement\tabcellsep mixture for\\
\multicolumn{6}{l}{Cantabro test we can see that optimum BNA Blend}\\
\multicolumn{6}{l}{Pertamina for the coarse agregate Quarsite}\\
\multicolumn{6}{l}{Dolomite Stone it was bigger porous when quality}\\
\multicolumn{6}{l}{asphalt 3\%. Loss weight Cantabro 77.10\%}\\
\multicolumn{6}{l}{correlation with quality asphalt 3\%, loss weight}\\
\multicolumn{6}{l}{Cantabro 32,34\% correlation with quality asphalt}\\
\multicolumn{6}{l}{3.5\%, loss weight Cantabro 14,56\% correlation with}\\
\multicolumn{6}{l}{quality asphalt 4\%, Loss weight Cantabro 12,24\%}\\
\multicolumn{6}{l}{correlation with quality asphalt 4.5\% and loss weight}\\
\multicolumn{6}{l}{Cantabro 9,70\% correlation with quality asphalt 5\%.}\\
\multicolumn{6}{l}{1. Allex Eduardo Alvarez Lugo, 2009, Improving Mix}\\
\multicolumn{6}{l}{Design and Construction of Permeable Friction}\\
\multicolumn{6}{l}{Course Mixtures. Disserttion Departmen of Civil}\\
\multicolumn{6}{l}{Enginering Texas University.}\\
\multicolumn{6}{l}{2. He Gui Ping, Wong Wing Gun, 2006. Effects of}\\
\multicolumn{6}{l}{Moisture On Strength and Permanent Deformation}\\
of\tabcellsep \multicolumn{2}{l}{Foamed}\tabcellsep \tabcellsep \multicolumn{2}{l}{Asphalt Mix Incorporating Rap}\\
\multicolumn{6}{l}{Materials. Journal of Constraction and Building}\\
\multicolumn{2}{l}{Materials.}\tabcellsep \tabcellsep \tabcellsep \\
3. Hao\tabcellsep \multicolumn{2}{l}{Ying,}\tabcellsep \multicolumn{2}{l}{2008,}\tabcellsep Using\tabcellsep X-Ray Computed\\
\multicolumn{3}{l}{Tomography}\tabcellsep \tabcellsep \multicolumn{2}{l}{to Quantity Damage of Hot-Mix}\\
\multicolumn{6}{l}{Asphalt in The Dynamic Complex Modulus and}\\
\multicolumn{3}{l}{Flow Number.}\tabcellsep \tabcellsep \\
4. Nur\tabcellsep Ali,\tabcellsep \multicolumn{2}{l}{M.}\tabcellsep \multicolumn{2}{l}{Wahid}\tabcellsep Tjaronge, Lawalenna\\
\multicolumn{6}{l}{Samang and Muhammad Isran Ramli, Juni 2011.}\\
\multicolumn{6}{l}{"Experimental Study on Effects of Flood Puddle to}\\
\multicolumn{5}{l}{Durability of Asphaltic}\tabcellsep Concrete\tabcellsep Containing\\
\multicolumn{6}{l}{Refined Butonic Asphalt". The 9 th Eastern Asia for}\\
\multicolumn{6}{l}{Transportation Studies Coference, Jeju, South of}\\
Korea.\tabcellsep \tabcellsep \tabcellsep \tabcellsep \\
\multicolumn{6}{l}{5. Nielsen, C. B, E. Nielsen, J. B. Andersen and J.}\\
\multicolumn{6}{l}{Rasberg, 2004, "Develpment of Durabel Porous}\\
\multicolumn{2}{l}{Asphalt}\tabcellsep \multicolumn{2}{l}{Mixes}\tabcellsep from\tabcellsep Laboratory Experiment",\\
\multicolumn{3}{l}{Proceeding}\tabcellsep of\tabcellsep The\tabcellsep 3 rd Euroasphalt and\\
\multicolumn{6}{l}{Eurobitume Congress, Vienna.}\\
\multicolumn{6}{l}{6. Verhelst, F.A.D.B, Vervoort and G Marchal (1995).}\\
X-Ray\tabcellsep \tabcellsep \multicolumn{3}{l}{Computerized}\tabcellsep Determination\tabcellsep of\\
\multicolumn{6}{l}{Heterogeneties in Rock Samples.}\\
7.\tabcellsep \tabcellsep \tabcellsep \tabcellsep \end{longtable} \par
 
\caption{\label{tab_2}}\end{figure}
 			\footnote{© 2016 Global Journals Inc. (US)} 		 		\backmatter  			  				\begin{bibitemlist}{1}
\bibitem[US) Guidelines Handbook References Références Referencias Global Journals Inc ()]{b0}\label{b0} 	 		‘US) Guidelines Handbook’.  		 \url{www.GlobalJournals.org}  	 	 		\textit{References Références Referencias Global Journals Inc}  		2016.  	 
\end{bibitemlist}
 			 		 	 
\end{document}
