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% Document Info
\author{Mon Felix (mon\_pathway)}
\pdfinfo{
  /Title (soil-stabilization-technical-reference.pdf)
  /Creator (Cheatography)
  /Author (Mon Felix (mon\_pathway))
  /Subject (Soil stabilization technical reference Cheat Sheet)
}

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\noindent
\begin{multicols}{3}
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    {\parbox{\dimexpr\textwidth-2\fboxsep\relax}{\noindent
        \hspace*{-6pt}\includegraphics[width=5.8cm]{/web/www.cheatography.com/public/images/cheatography_logo.pdf}}
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\begin{tabulary}{11cm}{L}
    \vspace{-2pt}\large{\bf{\textcolor{DarkBackground}{\textrm{Soil stabilization technical reference Cheat Sheet}}}} \\
    \normalsize{by \textcolor{DarkBackground}{Mon Felix (mon\_pathway)} via \textcolor{DarkBackground}{\uline{cheatography.com/159848/cs/33935/}}}
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\noindent
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  \mymulticolumn{2}{p{5.377cm}}{\bf\textcolor{white}{Cheatographer}}  \\
  \vspace{-2pt}Mon Felix (mon\_pathway) \\
  \uline{cheatography.com/mon-pathway} \\
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  \mymulticolumn{1}{p{5.377cm}}{\bf\textcolor{white}{Cheat Sheet}}  \\
   \vspace{-2pt}Not Yet Published.\\
   Updated 31st August, 2022.\\
   Page {\thepage} of \pageref{LastPage}.
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  %\includegraphics[width=48px,height=48px]{dave.jpeg}
  Measure your website readability!\\
  www.readability-score.com
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\begin{document}
\raggedright
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% www.emerson.emory.edu/services/latex/latex_169.html
\footnotesize % Small font.

\begin{multicols*}{2}

\begin{tabularx}{8.4cm}{X}
\SetRowColor{DarkBackground}
\mymulticolumn{1}{x{8.4cm}}{\bf\textcolor{white}{Application Rate: L/m3}}  \tn
\SetRowColor{white}
\mymulticolumn{1}{x{8.4cm}}{0.2L per cubic meter \newline % Row Count 1 (+ 1)
1 drum (200L) of Roadpacker Plus can accommodate a road base with dimension of 5,000sqm (considering 1km x 5m) by 0.2m depth of treatment or a road base volume of 1,000 cubic meter.% Row Count 5 (+ 4)
} \tn 
\hhline{>{\arrayrulecolor{DarkBackground}}-}
\end{tabularx}
\par\addvspace{1.3em}

\begin{tabularx}{8.4cm}{X}
\SetRowColor{DarkBackground}
\mymulticolumn{1}{x{8.4cm}}{\bf\textcolor{white}{Dilution Rate: Stabilizer to Water}}  \tn
\SetRowColor{white}
\mymulticolumn{1}{x{8.4cm}}{1:50 - Fair Weather (considering sunny weather and dry materials) \newline % Row Count 2 (+ 2)
Water is just a carrying agent, it varies depends with the factors that may encounter during site activities such as; (1) weather, (2) material characteristics, (3) current material moisture content, (4) area, if in open area, shady, rain forest \& etc that may affect the stabilization.% Row Count 8 (+ 6)
} \tn 
\hhline{>{\arrayrulecolor{DarkBackground}}-}
\end{tabularx}
\par\addvspace{1.3em}

\begin{tabularx}{8.4cm}{X}
\SetRowColor{DarkBackground}
\mymulticolumn{1}{x{8.4cm}}{\bf\textcolor{white}{Computation/Formula: Liters}}  \tn
\SetRowColor{white}
\mymulticolumn{1}{x{8.4cm}}{Area (L x W) x Depth (Road base Thickness) x Application Rate (0.2L per cubic meter)% Row Count 2 (+ 2)
} \tn 
\hhline{>{\arrayrulecolor{DarkBackground}}-}
\end{tabularx}
\par\addvspace{1.3em}

\begin{tabularx}{8.4cm}{X}
\SetRowColor{DarkBackground}
\mymulticolumn{1}{x{8.4cm}}{\bf\textcolor{white}{FDT improvement result}}  \tn
\SetRowColor{white}
\mymulticolumn{1}{x{8.4cm}}{Average of 100\% to 108\%; it can go higher than this% Row Count 2 (+ 2)
} \tn 
\hhline{>{\arrayrulecolor{DarkBackground}}-}
\end{tabularx}
\par\addvspace{1.3em}

\begin{tabularx}{8.4cm}{X}
\SetRowColor{DarkBackground}
\mymulticolumn{1}{x{8.4cm}}{\bf\textcolor{white}{Load Bearing (CBR) improvments/result}}  \tn
\SetRowColor{white}
\mymulticolumn{1}{x{8.4cm}}{CBR value can increase of 30\%% Row Count 1 (+ 1)
} \tn 
\hhline{>{\arrayrulecolor{DarkBackground}}-}
\end{tabularx}
\par\addvspace{1.3em}

\begin{tabularx}{8.4cm}{X}
\SetRowColor{DarkBackground}
\mymulticolumn{1}{x{8.4cm}}{\bf\textcolor{white}{Road Mix Compositions}}  \tn
% Row 0
\SetRowColor{LightBackground}
\mymulticolumn{1}{x{8.4cm}}{60\% gravel, 30\% in-situ soil, 10\% sand (All weather Roads w/o surface course)} \tn 
% Row Count 2 (+ 2)
% Row 1
\SetRowColor{white}
\mymulticolumn{1}{x{8.4cm}}{25\% in-situ soil, 75\% blended materials (can be subbase or base course)(All weather Roads w/o surface course)} \tn 
% Row Count 5 (+ 3)
% Row 2
\SetRowColor{LightBackground}
\mymulticolumn{1}{x{8.4cm}}{50\% in-situ soil, 50\% aggregates(subbase or base course)(provided with surface course} \tn 
% Row Count 7 (+ 2)
% Row 3
\SetRowColor{white}
\mymulticolumn{1}{x{8.4cm}}{100\% in-situ soil (provided with surface course)} \tn 
% Row Count 8 (+ 1)
\hhline{>{\arrayrulecolor{DarkBackground}}-}
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\par\addvspace{1.3em}

\begin{tabularx}{8.4cm}{X}
\SetRowColor{DarkBackground}
\mymulticolumn{1}{x{8.4cm}}{\bf\textcolor{white}{Area Stabilized per Drum / Liter}}  \tn
\SetRowColor{white}
\mymulticolumn{1}{x{8.4cm}}{1 Drum (200L) \newline % Row Count 1 (+ 1)
1 square meter : 0.04 Liter (RP+) \newline % Row Count 2 (+ 1)
25 square meter : 1 Liter (RP+) \newline % Row Count 3 (+ 1)
1,250 square meter : 50 Liters (RP+) \newline % Row Count 4 (+ 1)
2,500 square meter : 100 Liter (RP+) \newline % Row Count 5 (+ 1)
3,750 square meter : 150 Liters (RP+) \newline % Row Count 6 (+ 1)
5,000 square meter : 200 Liters or 1 Drum (RP+)% Row Count 7 (+ 1)
} \tn 
\hhline{>{\arrayrulecolor{DarkBackground}}-}
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\par\addvspace{1.3em}

\begin{tabularx}{8.4cm}{X}
\SetRowColor{DarkBackground}
\mymulticolumn{1}{x{8.4cm}}{\bf\textcolor{white}{Volume Stabilized per Drum/ Liter}}  \tn
\SetRowColor{white}
\mymulticolumn{1}{x{8.4cm}}{1 cubic meter : 0.2 Liter (RP+) \newline % Row Count 1 (+ 1)
5 cubic meter : 1 Liters (RP+) \newline % Row Count 2 (+ 1)
250 cubic meter : 50 Liters (RP+) \newline % Row Count 3 (+ 1)
500 cubic meter : 100 Liters (RP+) \newline % Row Count 4 (+ 1)
750 cubic meter : 150 Liters (RP+) \newline % Row Count 5 (+ 1)
1,000 cubic meter : 200 Liters or 1 Drum (RP+)% Row Count 6 (+ 1)
} \tn 
\hhline{>{\arrayrulecolor{DarkBackground}}-}
\end{tabularx}
\par\addvspace{1.3em}

\begin{tabularx}{8.4cm}{x{2.32 cm} x{5.68 cm} }
\SetRowColor{DarkBackground}
\mymulticolumn{2}{x{8.4cm}}{\bf\textcolor{white}{Testing Parameters}}  \tn
% Row 0
\SetRowColor{LightBackground}
\seqsplit{Granularity} & 100\% passing sieve 3" and atleast 15\% passing seive 200 to adopt minimum clay content requirement. The specific test we will require is the Particle Size Analysis. \tn 
% Row Count 6 (+ 6)
% Row 1
\SetRowColor{white}
Plasticity Index & 10 to 15\% (this is not for clay content but for checking plasticity and for soil composition analysis) \tn 
% Row Count 10 (+ 4)
% Row 2
\SetRowColor{LightBackground}
Soil PH & 7 and 8 \tn 
% Row Count 11 (+ 1)
% Row 3
\SetRowColor{white}
\mymulticolumn{2}{x{8.4cm}}{Laboratory Compaction Test} \tn 
% Row Count 12 (+ 1)
\hhline{>{\arrayrulecolor{DarkBackground}}--}
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\par\addvspace{1.3em}


% That's all folks
\end{multicols*}

\end{document}