calculation standard deviation for concrete

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7/23/2019 Calculation Standard Deviation for Concrete http://slidepdf.com/reader/full/calculation-standard-deviation-for-concrete 1/15 Package :  SGEDT - P4 Period : 28.02.09 On Word Supplier :  Gemencheh Granite Grade : G 35 Normal Symbol:! - Compressive Strength of Cubes In a Batch "  : - Average Compressive Strength of A Cubes in a Batch at !" Da#s  : - Average Compressive Strength of A Batches During the Perio$ %n$er Consi$eration - Average of &our Consecutive Batches #  : - Characteristic Strength ' 35 n. S$ruc$ure Par$ o% S$ruc$ure &" ! ' # ()g &"' ( *9+ ,(S- S(,  )"()*(!**" )+())(!**" ,4(" ,+()) ,+()) - - - - - - 35.0+  -.("+ /)(+" - ,.(/* ( *9+ W(  !)()*(!**" )"())(!**" ,4(" ,)()) ,*(!! - - - - - - 32.0/  -)*(") ))/(". - ,.(/* ( *9+ OO1 S(,  !,()*(!**" !*())(!**" 4,(." 44(// 4!(** - - - - - - +3.+8  *(/* *(,/ - ,.(/* ( *9 ,(S- S(,  )+())(!**" ),()!(!**" ,(,, ,4(/. ,/(!* - - - - - - 3./3  -/()+ ,.(", ,/(", ,.(/* -*( ( *9 W(  )"())(!**" )/()!(!**" 4*(44 4/(/. 4(,, - - - - - - +5.+8  !(/* /(.4 ,(44 ,.(/* )( ( *9/ ,(S- S(,  !4())(!**" !!()!(!**" 44(!! 44(/. 4!(** - - - - - - +3.3  *(.+ *(+/ 4!(,, ,.(/* 4( ( *9 OO1 S(,  !*())(!**" )"()!(!**" +*(44 /*(** ,(.. - - - - - - 50.0/  .() +)(/4 4,(" , .(/* /( ( *98 ,(S- S(,  !.())(!**" !+()!(!**" ,.(+/ ,.(+/ ,4(44 - - - - - - 3.52  -/(,/ 4*(+* 4 ,(, ,.(/* /( ( *9/ W(  *,()!(!**" ,)()!(!**" 4!(** ,(." ,"(** - - - - - - 39.93  -!(/ "(.+ 4!(+4 , .(/* 4( ( *9/ OO1 S(,  )*()!(!**" *.(*)(!** 4,()) ,(,, ,(." - - - - - - +0./+  -!()4 4(/* +!(.! ,.(/* )+ ( *98 W(  )!()!(!**" *(*)(!** ,/(" ,.(,, ,.(+/ - - - - - - 3/.2  -+(/! ,)(/, +)(), ,.(/* ), ( *98 OO1 S(,  )+()!(!** )!(*)(!** 4*(** ,.(." ,/(** - - - - - - 3/.93  -4(/ !4(+" 4"(* ,.(/* )* ( *99 ,(S- S(,  *4()!(!**" *!(*)(!** 4*(" ,/(/. ,,(." - - - - - - 3/.  -+(.. ,,(,* 4"(!4 ,.(/* )* ( *99 W(  ).()!(!**" )4(*)(!** 4"(44 4"(!! 4+(." - - - - - - +/.+8  4(/* !)()! + *(), ,.(/* )! ( *99 OO1 S(,  !*()!(!**" ).(*)(!** ,.(+/ 4!(" ,"(44 - - - - - - 39.3  -,(!+ )*(+ 4("+ ,.(/* )! ( *00 ,(S- S(,  !*()!(!**" ).(*)(!** 4.()) 4!(44 4,()) - - - - - - ++.22  )(,4 )(." +)(+ , .(/* ), ( *00 W( 4 OO1 S(,  !.()!(!**" !4(*)(!** 4+(+/ +*(/. 4/(!! - - - - - - +/.+8  4(/* !)()+ + ,(" ,.(/* )/ ( *03 ,(S- S(,  ,*()!(!**" !.(*)(!** 4!(** 4)(,, 4,(,, - - - - - - +2.22  -*(// *(44 ++(!/ ,.(/* ). ( *03 W( 4 OO1 S(,  ),(*)(!** )*(*!(!** 4!(!! 4)(." 4,(+/ - - - - - - +2.52  -*(,/ *(), +4(*! ,.(/* )/ ( *05 ,(S- S(,  *(*)(!** */(*!(!** 4,(,, 4/(" 4,()) - - - - - - ++.++  )(+/ !(4, ++(!! , .(/* ). ( *03 OO1 S(,  )/(*)(!** ),(*!(!** ,"(!! 4*("" ,/(** - - - - - - 38.3/  -4(+! !*(4) +,(./ ,.(/* )/ ( *05 W( 4 OO1 S(,  !!(*)(!** )(*!(!** 44(" 44(!! 4!(44 - - - - - - +3.85  *(. *(, +!("+ , .(/* )+ ( *0 ,(S- S(,  )(*)(!** )/(*!(!** 4/(44 4,(,, 4!(!! - - - - - - ++.00  )()) )(!4 +,(! , .(/* )+ ( *0 ,(S- S(,  ,*(*)(!** !.(*!(!** 44(!! 4,(+/ 4!(!! - - - - - - +3.33  *(4+ *(!* +,(+* , .(/* )+ ( *0 W( 4 OO1 S(,  *+(*!(!** *+(*,(!** 4,(." 4,()) 4/(44 - - - - - - ++.++  )(+/ !(4, +,(+* , .(/* )+ ( *0 W(  *.(*!(!** *.(*,(!** 4)(+/ 4+(." 4,(." - - - - - - +3./  *("! *(/" +4(", , .(/* ). ( *0 OO1 S(,  ))(*!(!** ))(*,(!** 4+()) 4,(." 44(44 44(** - - - - - ++.33  )(4+ !()* +4(+ , .(/* ). ( *0+ ,(S- S(,  )!(*!(!** )!(*,(!** 4)(." ,"(!! ,"(/. ,(+/ 4)(,, 4*(" - - - +0.08  -!(") .(" +,(. ,.(/* )/ ( *9+ ,(S- S(,  )"(*!(!** )"(*,(!** +)(+/ 4"(/. ,.(,, - - - - - - +5.85  !(. "("! +4(/* , .(/* ). ( *0+ ,(S- S(,  !)(*!(!** !)(*,(!** 4,(++ 4/(!! +!(// - - - - - - +/.+8  4(+ !)(* + +(,/ ,.(/* ). ( *9+ W( 4 OO1 S(,  !+(*!(!** !+(*,(!** 4*(" 4!()) 4.()) - - - - - - +3.3/  *(4 *(!4 ++(!" , .(/* ). ( *93 ,(S- S(,  !+(*!(!** !+(*,(!** 4(,, 4.(+/ 44(44 - - - - - - +/.  4(!, ).("/ + +(. ,.(/* )" ( *0/ ,(S- S(,  )/(*,(!** ),(*4(!** 44(44 4)(.. 4!(!! - - - - - - +2.8  -*(*. *(*) +/(// ,.(/* ) ( *93 OO1 S(,  )"(*,(!** )+(*4(!** 4,(.. 4!(!! 4+(,, - - - - - - +3.//  *(" *(. +/()4 , .(/* )" ( *92 W(  !,(*,(!** !*(*4(!** 4!(44 ,"("" 4)()) - - - - - - +0.8  -!(*. 4(,* +4(4. ,.(/* )/ ( *08 ,(S- S(,  !4(*,(!** !)(*4(!** +)()) 4()) 44(" - - - - - - +8.3/  +(4 ,*()* + +(.! ,.(/* )" ( *0+ ,(S- S(, &/m'  !.(*,(!** !4(*4(!** ,()) ,()) 4!(!! 44(44 - - - - - +.22  -)(// !(.. +4(!+ ,.(/* )/ ( *92 OO1 S(,  !"(*,(!** !+(*4(!** 4+(." 4/(!! 4+(+/ - - - - - - +5.85  !(. "("! ++(*) , .(/* ). ( *0/ OO1 S(,  ,*(*,(!** !.(*4(!** 4(,, 4.()) 4,()) - - - - - - +.52  ,(/, ),(!* + +(/ ,.(/* )" ( *08 W( 4 OO1 S(,  *"(*4(!** */(*+(!** 4,(." 4!(/. 4+(." ,(,, - - - - - +2.89  *(*) *(** +/(!) , .(/* )" ( *0+ W( &/m'  )*(*4(!** *"(*+(!** 4)(,, 4.(." 44(!! - - - - - - ++.++  )(+/ !(4, ++(!, , .(/* ). ( *02 ,(S- S(,  ))(*4(!** *(*+(!** 4"(" 4!(/. 44(** - - - - - - +5.9  !(,* +(,* +/(!! , .(/* )" ( *0+ W( &/m' 6  )"(*4(!** )/(*+(!** 4!(!! 4,(." 4!(" - - - - - - +2.9  *(*" *(*) ++(+* , .(/* ). ( *0+ OO1 S(, (  !*(*4(!** )"(*+(!** 4*(** ,"(" ,/(44 ,(+/ 4*(44 - - - - 39.0/  -,("! )4(+" +,(/4 ,.(/* )/ ( *0+ OO1 S(, 6  !,(*4(!** !)(*+(!** ,()) ,(+/ 4!(" 44(" 4,()) - - - - +.9  -*(. *(4 +,(, ,.(/* )+ ( *09 ,(S- S(,  !+(*4(!** !,(*+(!** 44(** 4!(** 4)(,, - - - - - - +2.++  -*(44 *() +!(" ,.(/* )+ ( *08 ,(S- S(, &7S!8.2m'  !"(*4(!** !/(*+(!** 4*(44 4*(44 44(** - - - - - - +.3  -)(!/ )(+" +!(** ,.(/* )4 ( *0+ W( ,*  ,*(*4(!** !"(*+(!** 4"(" 4!(!! 4.(+/ 44(** - - - - - +5./  !(." .(.+ +!(/" , .(/* )+ ( *02 W(  *+(*+(!** *!(*/(!** 4+(." 44(44 +!(!! - - - - - - +/.+8  4(/* !)()! + 4(." ,.(/* ). ( *0+ OO1 S(, ,*  *"(*+(!** *+(*/(!** 44(" 4"(** 4"(44 44(44 4,(+/ ,"(!! 4,(+/ 4)(." 44(44 ++.5  )(!/ )(/* ++(,4 , .(/* ). ( *09 W(  ),(*+(!** )*(*/(!** +*(!! 4/(!! 4,()) - - - - - - +.52  ,(/, ),(!* + /(,/ ,.(/* )" ( *08 W4P S(, &7S!.9m'  )/(*+(!** ),(*/(!** 4/(" 4!(/. 44(" - - - - - - ++.82  )(, ,(.4 +.()/ , .(/* ) ( *09 OO1 S(,  )(*+(!** )/(*/(!** 4!(** 44(** 4*(/. - - - - - - +2.22  -*(// *(44 +/(,* ,.(/* )" ( *0 W(4 OO1 S(,  !/(*+(!** !,(*/(!** 4)(+/ 4+(." ,"(** - - - - - - +./8  -)()* )(!! +4(". ,.(/* ). ( *09 W4 S(,!3.0m &7S'  !.(*+(!** !4(*/(!** ,.(." ,(+/ 4!(/. - - - - - - +0.00  -!("" "(,* +,("4 ,.(/* )/ ( *09 W4 S(,!3.0m &7S'  !(*+(!** !/(*/(!** 4,(." 4.()) 44(** - - - - - - ++.9  !(*" 4(,! +,(4+ , .(/* )+ ( *0+ WNG W( ,.S(, &7S'  *)(*/(!** !(*/(!** 4/(** 4+(,, 44(" - - - - - - +5.+  !(+! /(,/ +,(+ , .(/* )/ ( *3 ,(S- S(,  *4(*/(!** *!(*.(!** 4.()) 44(" 4/(** - - - - - - +.00  ,()! (.) +4(+4 , .(/* )/ ( *0+ ,(S- S(,  ),(*/(!** ))(*.(!** 44(** 4,(+/ 4*(44 - - - - - - +2./  -*(!! *(*+ +4(./ ,.(/* ). ( *2 ,(S- S(,  )+(*/(!** ),(*.(!** 44(" 4,(." 4,(,, - - - - - - ++.00  )()! )(!+ ++(./ , .(/* )" ( *99 ,(S- S(, &7S'  )+(*/(!*)* ),(*.(!** 4+(,, 4"(/. 4.(++ - - - - - - +/.8  4(,* )"(4" + /(,) ,.(/* )" ( *8 ,(S- S(,  !*(*/(!** )"(*.(!** 4/(/. ,(+/ 4+(,, - - - - - - +3.85  *(. *(4 ++(, , .(/* )" ( *0+ W( &7S'  !*(*/(!** )"(*.(!** 44(" 4)(." 4+(,, - - - - - - ++.00  )()! )(!+ ++(4, , .(/* ). ( *05 ,(S- S(, &2nd S(G-'  !!(*/(!** !*(*.(!** 4,(+/ 4!(/. ,.(,, - - - - - - +.9  -)(.* !("" ++(*/ ,.(/* ). ( *3 W(  !!(*/(!** !*(*.(!** ,"(/. ,(+/ ,"(44 - - - - - - 38.89  -,( )+(+ +,(." ,.(/* )/ ( *0+ W( &7S'  !/(*/(!** !4(*.(!** 4"(** 4,(." 4.(,, - - - - - - +.3/  ,(4 )!()+ + ,(+" ,.(/* )+ ( *3 OO1 S(,  !.(*/(!** !+(*.(!** 44(44 4"(** 4!(" - - - - - - +5.  !(!, 4(/ +,(" , .(/* )/ ( *2 W( 4 OO1 S(,  )*(*.(!** *.(*"(!** 4)()) ,"(/. 4)()) - - - - - - +0.30  -!(+ /(/ +!(/ ,.(/* )+ ( *03 W.W( ! W( &S 4 S'  !,(*.(!** !*(*"(!** ,/(" 4,(,, 4+()) - - - - - - +./8  -)()) )(!, +,()) ,.(/* )+ ( * ,(S- S(,  !)(*.(!** )"(*"(!** 4)(,, 4,(+/ 4)(." - - - - - - +2.22  -*(// *(44 +,(4 ,.(/* )/ ( * W( 4 OO1 S(,  *4(*"(!** *)(*(!** 4/(!! 4!(" 4,(+/ - - - - - - ++.22  )(,4 )(. +,(4) , .(/* )+ ( *88 ,(S- S(,  */(*"(!** *,(*(!** 44(!! 44(44 4!(44 - - - - - - +3./0  *("! *(/. +,(*/ , .(/* )+ ( *93 W(  */(*"(!** *,(*(!** 4/(44 4.(+/ 4+(+/ - - - - - - +.52  ,(/4 ),(!! + 4(/) ,.(/* ). *9+ WNG W( ! W( */ *" !** *, * !** 4! 44 4/ !! 4! ** +3 55 * /. * 4+ ++ */ , . /* ). G35 Normal ! 28 6ay *oncre$e *ube e$ ecord " ; " 2; " 3; +  - Characteristic Strength0 f 1 2 *(+ 3 current margin k k  5mm ! 6a$e *a$ed 6a$e e$ing eading &N<mm 2 ' &" ! ' 2 " + " +   $ 2 nd 3 rd + $= 5 $= $= / $= 8 $= 9 $=

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Page 1: Calculation Standard Deviation for Concrete

7/23/2019 Calculation Standard Deviation for Concrete

http://slidepdf.com/reader/full/calculation-standard-deviation-for-concrete 1/15

Package :   SGEDT - P4

Period : 28.02.09 On Word

Supplier :   Gemencheh Granite

Grade : G 35 Normal

Symbol:!

:   - Compressive Strength of Cubes In a Batch

"   :   - Average Compressive Strength of A Cubes in a Batch at !" Da#s

ẍ   :   - Average Compressive Strength of A Batches During the Perio$ %n$er Consi$eration

:   - Average of &our Consecutive Batches

#   ::   - Characteristic Strength

' 35

n. S$ruc$ure Par$ o% S$ruc$ure &" ! 'ẍ #()g &"'

( *9+ ,(S- S(,   )"()*(!**" )+())(!**" ,4(" ,+()) ,+()) - - - - - - 35.0+   -.("+ /)(+" - ,.(/*

( *9+ W(   !)()*(!**" )"())(!**" ,4(" ,)()) ,*(!! - - - - - - 32.0/   -)*(") ))/(". - ,.(/*

( *9+ OO1 S(,   !,()*(!**" !*())(!**" 4,(." 44(// 4!(** - - - - - - +3.+8   *(/* *(,/ - ,.(/*

( *9 ,(S- S(,   )+())(!**" ),()!(!**" ,(,, ,4(/. ,/(!* - - - - - - 3./3   -/()+ ,.(", ,/(", ,.(/* -*(

( *9 W(   )"())(!**" )/()!(!**" 4*(44 4/(/. 4(,, - - - - - - +5.+8   !(/* /(.4 ,(44 ,.(/* )(

( *9/ ,(S- S(,   !4())(!**" !!()!(!**" 44(!! 44(/. 4!(** - - - - - - +3.3   *(.+ *(+/ 4!(,, ,.(/* 4(

( *9 OO1 S(,   !*())(!**" )"()!(!**" +*(44 /*(** ,(.. - - - - - - 50.0/   .() +)(/4 4,(" ,.(/* /(

( *98 ,(S- S(,   !.())(!**" !+()!(!**" ,.(+/ ,.(+/ ,4(44 - - - - - - 3.52   -/(,/ 4*(+* 4,(, ,.(/* /(

( *9/ W(   *,()!(!**" ,)()!(!**" 4!(** ,(." ,"(** - - - - - - 39.93   -!(/ "(.+ 4!(+4 ,.(/* 4(

( *9/ OO1 S(,   )*()!(!**" *.(*)(!** 4,()) ,(,, ,(." - - - - - - +0./+   -!()4 4(/* +!(.! ,.(/* )+

( *98 W(   )!()!(!**" *(*)(!** ,/(" ,.(,, ,.(+/ - - - - - - 3/.2   -+(/! ,)(/, +)(), ,.(/* ),

( *98 OO1 S(,   )+()!(!** )!(*)(!** 4*(** ,.(." ,/(** - - - - - - 3/.93   -4(/ !4(+" 4"(* ,.(/* )*

( *99 ,(S- S(,   *4()!(!**" *!(*)(!** 4*(" ,/(/. ,,(." - - - - - - 3/.   -+(.. ,,(,* 4"(!4 ,.(/* )*

( *99 W(   ).()!(!**" )4(*)(!** 4"(44 4"(!! 4+(." - - - - - - +/.+8   4(/* !)()! +*(), ,.(/* )!

( *99 OO1 S(,   !*()!(!**" ).(*)(!** ,.(+/ 4!(" ,"(44 - - - - - - 39.3   -,(!+ )*(+ 4("+ ,.(/* )!

( *00 ,(S- S(,   !*()!(!**" ).(*)(!** 4.()) 4!(44 4,()) - - - - - - ++.22   )(,4 )(." +)(+ ,.(/* ),

( *00 W( 4 OO1 S(,   !.()!(!**" !4(*)(!** 4+(+/ +*(/. 4/(!! - - - - - - +/.+8   4(/* !)()+ +,(" ,.(/* )/

( *03 ,(S- S(,   ,*()!(!**" !.(*)(!** 4!(** 4)(,, 4,(,, - - - - - - +2.22   -*(// *(44 ++(!/ ,.(/* ).

( *03 W( 4 OO1 S(,   ),(*)(!** )*(*!(!** 4!(!! 4)(." 4,(+/ - - - - - - +2.52   -*(,/ *(), +4(*! ,.(/* )/

( *05 ,(S- S(,   *(*)(!** */(*!(!** 4,(,, 4/(" 4,()) - - - - - - ++.++   )(+/ !(4, ++(!! ,.(/* ).

( *03 OO1 S(,   )/(*)(!** ),(*!(!** ,"(!! 4*("" ,/(** - - - - - - 38.3/   -4(+! !*(4) +,(./ ,.(/* )/( *05 W( 4 OO1 S(,   !!(*)(!** )(*!(!** 44(" 44(!! 4!(44 - - - - - - +3.85   *(. *(, +!("+ ,.(/* )+

( *0 ,(S- S(,   )(*)(!** )/(*!(!** 4/(44 4,(,, 4!(!! - - - - - - ++.00   )()) )(!4 +,(! ,.(/* )+

( *0 ,(S- S(,   ,*(*)(!** !.(*!(!** 44(!! 4,(+/ 4!(!! - - - - - - +3.33   *(4+ *(!* +,(+* ,.(/* )+

( *0 W( 4 OO1 S(,   *+(*!(!** *+(*,(!** 4,(." 4,()) 4/(44 - - - - - - ++.++   )(+/ !(4, +,(+* ,.(/* )+

( *0 W(   *.(*!(!** *.(*,(!** 4)(+/ 4+(." 4,(." - - - - - - +3./   *("! *(/" +4(", ,.(/* ).

( *0 OO1 S(,   ))(*!(!** ))(*,(!** 4+()) 4,(." 44(44 44(** - - - - - ++.33   )(4+ !()* +4(+ ,.(/* ).

( *0+ ,(S- S(,   )!(*!(!** )!(*,(!** 4)(." ,"(!! ,"(/. ,(+/ 4)(,, 4*(" - - - +0.08   -!(") .(" +,(. ,.(/* )/

( *9+ ,(S- S(,   )"(*!(!** )"(*,(!** +)(+/ 4"(/. ,.(,, - - - - - - +5.85   !(. "("! +4(/* ,.(/* ).

( *0+ ,(S- S(,   !)(*!(!** !)(*,(!** 4,(++ 4/(!! +!(// - - - - - - +/.+8   4(+ !)(* ++(,/ ,.(/* ).

( *9+ W( 4 OO1 S(,   !+(*!(!** !+(*,(!** 4*(" 4!()) 4.()) - - - - - - +3.3/   *(4 *(!4 ++(!" ,.(/* ).

( *93 ,(S- S(,   !+(*!(!** !+(*,(!** 4(,, 4.(+/ 44(44 - - - - - - +/.   4(!, ).("/ ++(. ,.(/* )"

( *0/ ,(S- S(,   )/(*,(!** ),(*4(!** 44(44 4)(.. 4!(!! - - - - - - +2.8   -*(*. *(*) +/(// ,.(/* )

( *93 OO1 S(,   )"(*,(!** )+(*4(!** 4,(.. 4!(!! 4+(,, - - - - - - +3.//   *(" *(. +/()4 ,.(/* )"

( *92 W(   !,(*,(!** !*(*4(!** 4!(44 ,"("" 4)()) - - - - - - +0.8   -!(*. 4(,* +4(4. ,.(/* )/

( *08 ,(S- S(,   !4(*,(!** !)(*4(!** +)()) 4()) 44(" - - - - - - +8.3/   +(4 ,*()* ++(.! ,.(/* )"

( *0+ ,(S- S(, &/m'   !.(*,(!** !4(*4(!** ,()) ,()) 4!(!! 44(44 - - - - - +.22   -)(// !(.. +4(!+ ,.(/* )/

( *92 OO1 S(,   !"(*,(!** !+(*4(!** 4+(." 4/(!! 4+(+/ - - - - - - +5.85   !(. "("! ++(*) ,.(/* ).

( *0/ OO1 S(,   ,*(*,(!** !.(*4(!** 4(,, 4.()) 4,()) - - - - - - +.52   ,(/, ),(!* ++(/ ,.(/* )"

( *08 W( 4 OO1 S(,   *"(*4(!** */(*+(!** 4,(." 4!(/. 4+(." ,(,, - - - - - +2.89   *(*) *(** +/(!) ,.(/* )"

( *0+ W( &/m'   )*(*4(!** *"(*+(!** 4)(,, 4.(." 44(!! - - - - - - ++.++   )(+/ !(4, ++(!, ,.(/* ).

( *02 ,(S- S(,   ))(*4(!** *(*+(!** 4"(" 4!(/. 44(** - - - - - - +5.9   !(,* +(,* +/(!! ,.(/* )"

( *0+ W( &/m' 6   )"(*4(!** )/(*+(!** 4!(!! 4,(." 4!(" - - - - - - +2.9   *(*" *(*) ++(+* ,.(/* ).

( *0+ OO1 S(, (   !*(*4(!** )"(*+(!** 4*(** ,"(" ,/(44 ,(+/ 4*(44 - - - - 39.0/   -,("! )4(+" +,(/4 ,.(/* )/

( *0+ OO1 S(, 6   !,(*4(!** !)(*+(!** ,()) ,(+/ 4!(" 44(" 4,()) - - - - +.9   -*(. *(4 +,(, ,.(/* )+

( *09 ,(S- S(,   !+(*4(!** !,(*+(!** 44(** 4!(** 4)(,, - - - - - - +2.++   -*(44 *() +!(" ,.(/* )+( *08 ,(S- S(, &7S!8.2m'   !"(*4(!** !/(*+(!** 4*(44 4*(44 44(** - - - - - - +.3   -)(!/ )(+" +!(** ,.(/* )4

( *0+ W( ,*   ,*(*4(!** !"(*+(!** 4"(" 4!(!! 4.(+/ 44(** - - - - - +5./   !(." .(.+ +!(/" ,.(/* )+

( *02 W(   *+(*+(!** *!(*/(!** 4+(." 44(44 +!(!! - - - - - - +/.+8   4(/* !)()! +4(." ,.(/* ).

( *0+ OO1 S(, ,*   *"(*+(!** *+(*/(!** 44(" 4"(** 4"(44 44(44 4,(+/ ,"(!! 4,(+/ 4)(." 44(44 ++.5   )(!/ )(/* ++(,4 ,.(/* ).

( *09 W(   ),(*+(!** )*(*/(!** +*(!! 4/(!! 4,()) - - - - - - +.52   ,(/, ),(!* +/(,/ ,.(/* )"

( *08 W4P S(, &7S!.9m'   )/(*+(!** ),(*/(!** 4/(" 4!(/. 44(" - - - - - - ++.82   )(, ,(.4 +.()/ ,.(/* )

( *09 OO1 S(,   )(*+(!** )/(*/(!** 4!(** 44(** 4*(/. - - - - - - +2.22   -*(// *(44 +/(,* ,.(/* )"

( *0 W(4 OO1 S(,   !/(*+(!** !,(*/(!** 4)(+/ 4+(." ,"(** - - - - - - +./8   -)()* )(!! +4(". ,.(/* ).

( *09 W4 S(,!3.0m &7S'   !.(*+(!** !4(*/(!** ,.(." ,(+/ 4!(/. - - - - - - +0.00   -!("" "(,* +,("4 ,.(/* )/

( *09 W4 S(,!3.0m &7S'   !(*+(!** !/(*/(!** 4,(." 4.()) 44(** - - - - - - ++.9   !(*" 4(,! +,(4+ ,.(/* )+

( *0+ WNG W( ,.S(, &7S'   *)(*/(!** !(*/(!** 4/(** 4+(,, 44(" - - - - - - +5.+   !(+! /(,/ +,(+ ,.(/* )/

( *3 ,(S- S(,   *4(*/(!** *!(*.(!** 4.()) 44(" 4/(** - - - - - - +.00   ,()! (.) +4(+4 ,.(/* )/

( *0+ ,(S- S(,   ),(*/(!** ))(*.(!** 44(** 4,(+/ 4*(44 - - - - - - +2./   -*(!! *(*+ +4(./ ,.(/* ).

( *2 ,(S- S(,   )+(*/(!** ),(*.(!** 44(" 4,(." 4,(,, - - - - - - ++.00   )()! )(!+ ++(./ ,.(/* )"

( *99 ,(S- S(, &7S'   )+(*/(!*)* ),(*.(!** 4+(,, 4"(/. 4.(++ - - - - - - +/.8   4(,* )"(4" +/(,) ,.(/* )"

( *8 ,(S- S(,   !*(*/(!** )"(*.(!** 4/(/. ,(+/ 4+(,, - - - - - - +3.85   *(. *(4 ++(, ,.(/* )"

( *0+ W( &7S'   !*(*/(!** )"(*.(!** 44(" 4)(." 4+(,, - - - - - - ++.00   )()! )(!+ ++(4, ,.(/* ).

( *05 ,(S- S(, &2nd S(G-'   !!(*/(!** !*(*.(!** 4,(+/ 4!(/. ,.(,, - - - - - - +.9   -)(.* !("" ++(*/ ,.(/* ).

( *3 W(   !!(*/(!** !*(*.(!** ,"(/. ,(+/ ,"(44 - - - - - - 38.89   -,( )+(+ +,(." ,.(/* )/

( *0+ W( &7S'   !/(*/(!** !4(*.(!** 4"(** 4,(." 4.(,, - - - - - - +.3/   ,(4 )!()+ +,(+" ,.(/* )+

( *3 OO1 S(,   !.(*/(!** !+(*.(!** 44(44 4"(** 4!(" - - - - - - +5.   !(!, 4(/ +,(" ,.(/* )/

( *2 W( 4 OO1 S(,   )*(*.(!** *.(*"(!** 4)()) ,"(/. 4)()) - - - - - - +0.30   -!(+ /(/ +!(/ ,.(/* )+

( *03 W.W( ! W( &S 4 S'   !,(*.(!** !*(*"(!** ,/(" 4,(,, 4+()) - - - - - - +./8   -)()) )(!, +,()) ,.(/* )+

( * ,(S- S(,   !)(*.(!** )"(*"(!** 4)(,, 4,(+/ 4)(." - - - - - - +2.22   -*(// *(44 +,(4 ,.(/* )/

( * W( 4 OO1 S(,   *4(*"(!** *)(*(!** 4/(!! 4!(" 4,(+/ - - - - - - ++.22   )(,4 )(. +,(4) ,.(/* )+( *88 ,(S- S(,   */(*"(!** *,(*(!** 44(!! 44(44 4!(44 - - - - - - +3./0   *("! *(/. +,(*/ ,.(/* )+

( *93 W(   */(*"(!** *,(*(!** 4/(44 4.(+/ 4+(+/ - - - - - - +.52   ,(/4 ),(!! +4(/) ,.(/* ).

*9+ WNG W( ! W( */ *" !** *, * !** 4! 44 4/ !! 4! ** +3 55 * /. * 4+ ++ */ ,. /* ).

G35 Normal ! 28 6ay *oncre$e*ube e$ ecord

";

"2;

"3;

ẍ+

 - Characteristic Strength0 f 1 2 *(+ 3 current margin% 

k

% k   5mm!

6a$e*a$ed

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$ 2nd 3rd +$= 5$= $= /$= 8$= 9$=

Page 2: Calculation Standard Deviation for Concrete

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( *0/ WNG W( ! W( &4'   *,(*(!** *)()*(!** 44(44 4!(!! 4*(44 - - - - - - +2.3/   -*(+! *(!. +!(), ,.(/* )4

( *5 ,(S- S(, &$ S$age'   *+()*(!** *!())(!** 4)(." 4(." 4/(" - - - - - - +.5   ,(!. )*(/. /,(/. ,.(/* !/

( *9 WNGW( ! W( &7S'   )*()*(!** *.())(!** 4/(" 4.(,, 4+(+/ - - - - - - +.59   ,(.) ),(./ /4(*. ,.(/* !/

( *5 WNGW( ! ,(S- S(, &7S'   )!()*(!** *())(!** 44(" 4"(" 4!(/. - - - - - - +5.+8   !(/* /(./ /+(), ,.(/* !.

( *5 W( 4 .S(, &$ *on.'   )()*(!*)* )/())(!** +,(,, 4.(+/ +!(44 - - - - - - 5.   "(!, /.(/. /.(/ ,.(/* ,*

( *5 WNGW( ! W( &7S'   )()*(!*)) )/())(!** +,(,, 4.(+/ +!(44 - - - - - - 5.   "(!, /.(/. .*(.* ,.(/* ,,

( * ,(S- S(, &$ S$age'   ))())(!** *()!(!** 4(,, ,()) 4)(,, - - - - - - +3.2   *(,. *()4 .*(, ,.(/* ,,

( *90 WNGW(! ,(S- S(,   !4())(!** !!()!(!** 4,()) 44(44 +*(!! - - - - - - +5.92   ,(*4 (!4 .*(". ,.(/* ,,

( * $ S$age &Wall 4 oo%'   !+())(!** !,()!(!** 4*(" 4+(." 4*(" - - - - - - +2.52   -*(,/ *(), /("+ ,.(/* ,!

( * WNGW( ! W( &7S'   !+())(!** !,()!(!** 4*(" 4+(." 4*(" - - - - - - +2.52   -*(,/ *(), /()) ,.(/* ,)

( *93 ->-NSON O1 *?@-   *)()!(!** !()!(!** ,(+/ ,(,, 4,(+/ - - - - - - +0.82   -!(*. 4(!. //(+4 ,.(/* !"

( *+ $ S$age &W('   !!(*)(!*)* )(*!(!*)* ,/(44 ,.(." ,/(44 3.89   -/(** ,+(. /!(" ,.(/* !+

( *3a $ S$age &,(S- S(,'   !.(*)(!*)* !4(*!(!*)* 4!(!! ,(+/ 4*(" +0.89   -)( ,(" /!(, ,.(/* !4

( *3a W,G W( ! ,(S- S(,   *,(*!(!*)* *,(*,(!*)* 4*(** 4!(!! 4!(!! +.+8   -)(4* )(. /)(!" ,.(/* !,

( *82 $ S$age &W(4OO1'   *+(*!(!*)* *+(*,(!*)* 4*(!! 4)(,, ,"(44 +0.00   -!(" "(,4 /*(/+ ,.(/* !,

( */a $ S$age ! ,(S- S(,   *.(*!(!*)* *.(*,(!*)* 4)(." 4,()) ,"(!! ,"(/. 4)(." ,()) +0.+5   -!(44 +(+ /*(), ,.(/* !!

( *3a $ S$age &W('   *"(*!(!*)* *"(*,(!*)* ,.(." ,.(." ,/(44 3/.33   -+(++ ,*(") +(!/ ,.(/* !)

( *3a WNG W( ! W(   *"(*!(!*)* *"(*,(!*)* ,.(." ,.(." ,/(44 3/.33   -+(++ ,*(") +(,. ,.(/* !)

( */a $ S$age ! ,(S- S(,   ))(*!(!*)* ))(*,(!*)* 44(** 4.()) 4!(!! 44(44 4)(,, 4"(" ++./   )(." ,(). /*(,) ,.(/* !!

( */a W( P(N(- 2 &30A'   *)(*,(!*)* !(*,(!*)* ,(+/ 44(" ,"(/. +.0+   -)("4 ,(4* /*(!* ,.(/* !!

( */a OO1 S(, P(N- 2 &30A'   *+(*,(!*)* *!(*4(!*)* 4)()) 4!(!! 4,()) 44(44 4*(44 4"(" +3.3/   *(4" *(!, /)(*+ ,.(/* !,

( */a ,(S- S(, P(N- 3   *(*,(!*)* */(*4(!*)* ,"(!! 4,(+/ 4*(" 4,()) 44(44 4)(,, +.93   -*(/ *(! /)(4! ,.(/* !,

( */a W(   ).(*,(!*)* )4(*4(!*)* 4*(** 4)(,, 4*(** ,"(/. +0.00   -!("" "(,! /!(*" ,.(/* !4

( */a P(N- ! OO1 S(,   !!(*,(!*)* )(*4(!*)* ,()) 44(" 4)(,, 4)(,, 4*(44 4"(" +2./   -*(!! *(*+ /,(4! ,.(/* !+

( */a P(N- 3 ! W(   !(*,(!*)* !/(*4(!*)* 4.(+/ 44(44 4)(." ++.59   )(.) !(! ,(!, ,.(/* ++

( */a P(N- 3 ! OO1 S(,   *!(*4(!*)* ,*(*4(!*)* 4!(/. 4!(!! 4*(** 4"(44 ,()) 44(44 +2.8   -*(*. *(** 4(/* ,.(/* +.

( *8 P(N- 3 ! ,(S- S(,   ),(*4(!*)* ))(*+(!*)* ,"(/. 4,()) 4,(+/ - - - - - - +./8   -)()* )(!! +(.) ,.(/* +"

( *8 P(N- 3 ! W( 4 OO1 S(,   !)(*4(!*)* )(*+(!*)* ,()) ,(+/ 4*(** - - - - - - 39.5   -,(,, ))(*. 4(44 ,.(/* +/

( *8 P(N- 2 ! ,(S- S(,   !.(*4(!*)* !+(*+(!*)* 4*(** ,(+/ 4*(** - - - - - - 39.85   -,(*, ()" 4()4 ,.(/* +/

( *8 P(N- ! ,(S- S(,   !"(*4(!*)* !/(*+(!*)* 4+(,, 4!(/. 4*(** - - - - - - +2./   -*(!! *(*+ ,(/ ,.(/* +/

( *8 W( 4 OO1 S(, &P(N- 2 ! 30A'  */(*+(!*)* *,(*/(!*)* 4)(." 4/(/. 4/(/. 4*(" - - - - - ++.00   )()! )(!+ 4(4" ,.(/* +/

( *8a $ S$age ! ,(S- S(,   )4(*+(!*)* ))(*/(!*)* 44(" 4*(** ,()) - - - - - - +.33   -)(++ !(4* 4("! ,.(/* +.

( *82 ->-NSON ! ,(S- S(,   !!(*+(!*)* )(*/(!*)* 4)(,, 4)(." 44(" - - - - - - +2./   -*(!! *(*+ 4("! ,.(/* +.

( *8a ,(S- S(, 4 W(   !+(*+(!*)* !!(*/(!*)* 4)(." ,()) 4,()) ,.(." 4*(** - - - - +0.3   -!(+, /(, ,(./ ,.(/* +/

( *8a OO1 S(,   ,)(*+(!*)* !"(*/(!*)* 4)(,, 4+(,, 44(" - - - - - - +3.85   *(. *(, 4(*! ,.(/* +/

( *82 ->-NSON ! W( 4 OO1 S(,   *,(*/(!*)* *)(*.(!*)* 4+(." 4,(+/ 44(" - - - - - - ++./+   )("/ ,(4/ 4(./ ,.(/* +.

( */ ,(S- S(,   *.(*/(!*)* *+(*.(!*)* ,()) 4!(/. ,(+/ 4+(." ,"(!! - - - - +.0/   -)("! ,(,* +(), ,.(/* +.

( *8a $ S$age ! W(   ))(*/(!*)* *(*.(!*)* ,()) 44(** 4,(." - - - - - - +2.30   -*(+ *(,4 +(.+ ,.(/* +"

( *8a $ S$age ! OO1 S(,   )+(*/(!*)* ),(*.(!*)* 4,()) 44(" 4*(" - - - - - - +2.22   -*(// *(44 +(/, ,.(/* +"

( *8a S?AP ,(S-   !)(*/(!*)* )(*.(!*)* +!(" 4"(** +*(// - - - - - - 50.52   .(/, +"(!/ .(!/ ,.(/* +

( *8a WNGW( ! ,(S- S(,   ,*(*/(!*)* !"(*.(!*)* 4/(!! 4.(+/ 44(44 - - - - - - +.0/   ,() )*(). "(4+ ,.(/* /*

( *8a WNGW( S?AP OO1 S(,   )+(*.(!*)* )!(*"(!*)* 44(** 44(" 4/(/. - - - - - - +5.9   !(,* +(,* (*" ,.(/* /)

( *88 S?AP ,(S- S(,!(**-SS O(6   !4(*.(!*)* !)(*"(!*)* 4!(!! 4,(+/ 4)(,, +2.3/   -*(+) *(!/ (+" ,.(/* /)

( *5 2N6 S(G-!,(S- S(,   *,(*"(!*)* ,)(*"(!*)* 4*(** ,(+/ 4,(+/ +.0+   -)("4 ,(4* "("" ,.(/* /)

( *88 S?AP OP S(, W(!*88a   )!(*"(!*)* *(*(!*)* 4*(" 4!(/. 4*(" +.+8   -)(4* )(/ )*(!+ ,.(/* .)

( *82 &S!5' S?AP W( OP S(,   !/(*"(!*)* !,(*(!*)* 4!(/. 4*(44 ,(+/ +0.89   -)( ,(" )*"(! ,.(/* .*

( *82 S?AP ,(S- &S+'   ,*(*"(!*)* !.(*(!*)* ,"(!! 4,(+/ ,()) +0.30   -!(+ /(/ )!(++ ,.(/* )

( *82 &S!+' S?AP W( OP S(,   *4(*(!*)* *!()*(!*)* 44(** 4/(** 4.()) +5./0   !("! .(+ )4*(. ,.(/* )*,

( *95 WNGW(!,(S- S(,   !,(*(!*)* !)()*(!*)* 4,(+/ ,()) 4*(" +.9   -)(.* !("" )4*(*" ,.(/* )*!

( *95 WNGW(!W(&7S'   ,*(*(!*)* !"()*(!*)* ,+(+/ 44(** 4+(." +./8   -)()* )(!! )4*(!/ ,.(/* )*!

( *83 -> ,(S- S(,&7S'   *()*(!*)* */())(!*)* 4*(" 4*(** 4,(+/ +.+8   -)(4* )(/ )4*(*/ ,.(/* )*!

( *83 -> W(OP S(, 4 S?AP   )()*(!*)* )/())(!*)* 4(,, 44(44 4+(,, +.3/   ,(4" )!(), )4)(* ,.(/* )*,

&28 6ay' B " C 5/.80

305.28

Calculation:

(. *?A?(@- ,. W--DES S(N6(6 6-@(ON (,- 3.5 ! S(N

(. Aean ẍ C+/).("*

C +2.88),) n " &" ! F"' *Per Cube belo 2./ C

*(** *(**,. Aean ẍ C

*(** be$een 2./

(2. S.6e)ia$ion C),*+(!"

'  17

*(** *(** , be$een 3.+5

),* *(** *(** C 0.00 more $=an +.be$een +.+

(.3 *alcula$ed *urren$ Aargin

Current 6argin ' ,2. S.6e)ia$ion C   *(**

' 5.20   !

'  0 00

(+. arge$ Aean S$reng$=

Current 6argin ' 5.20

7 ' Characteristic Strength f1 2 *(+ 3 Current 6argin

7 ' ,+ 2 +(!* 3 *(+

' 3/.598

Note:

8In the absence of sufficient $ata 9at east 4* separate batches

* *(**

*. AON7ES S(N6(6 6-@(ON &?p $o 6a$e' 0!6ec!5 6. AON7ES S(N6(6 6-@(ON &Summary'

n " &" ! F"' Aon$= Aon$ly S6 Aon$= Aon$ly S6

) *(** *(***. Aean ẍ C

*(**   ovember;!**" 5.92   6arch;!*)* 2.5+

! *(** *(** !   December;!**" 5.33   Apri;!*)* .5+

C 0.00   <anuar#;!** +.09   6a#;!*)* .50

&ebruar#;!** 2.25   <une;!*)* .58

6arch;!** 2.3   <u#;!*)* 3.+8

*2. S.6e)ia$ion C   *(**   Apri;!** 2.83   August;!*)* 2.2

)   6a#;!** 2.2   September;!*)* 0.00'  0 00

<une;!** 2.8/   =ctober;!*)* 2.+5

<u#;!** 2.5   ovember;!*)* 0.00

A t;!** 0 D b ;!*)* 0 00

 B&" ! 'ẍ 2 C

5mm!

&" ! F"'2

5mm!

 )(/4 3 > 5mm!

5mm!

5mm!

5mm!

- Cacuate$ Current 6argin ' )(/4 3 > 5mm!

&" ! F"'2

5mm!

Page 3: Calculation Standard Deviation for Concrete

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&ebruar#;!*)* 2.83

0.00   *(**

ange " y

29!30   !(+ *

30!3   ,*(+ )

3!32   ,)(+ )

32!33   ,!(+ *

33!3+   ,,(+ )

3+!35   ,4(+ 4

35!3   ,+(+ 4

3!3/   ,/(+ ))

3/!38   ,.(+ )/

38!39   ,"(+ !+

39!+0   ,(+ ,"

+0!+   4*(+ 4)

+!+2   4)(+ ,/

+2!+3   4!(+ 44

+3!++   4,(+ +/

++!+5   44(+ +"

+5!+   4+(+ !+

+!+/   4/(+ !,

+/!+8   4.(+ )"

+8!+9   4"(+ )/

+9!50   4(+ "

50!5   +*(+ +

5!52   +)(+ ,

52!53   +!(+ +

53!5+   +,(+ !

5+!55   +4(+ )

55!5   ++(+ *

5!5/   +/(+ *

5/!58   +.(+ *

58!59   +"(+ *

59!0   +(+ *

0!   /*(+ )

!2   /)(+ *

2!3   /!(+ *

o$al ++3

        2        9   -        3        0

        3        0   -        3       1

        3       1   -        3        2

        3        2   -        3        3

        3        3   -        3       4

        3       4   -        3       5

        3       5   -        3        6

        3        6   -        3       7

        3       7   -        3        8

        3        8   -        3        9

        3        9   -       4        0

       4        0   -       4       1

       4       1   -       4        2

       4        2   -       4        3

       4        3   -       4       4

       4       4   -       4       5

       4       5   -       4        6

       4        6   -       4       7

       4       7   -       4        8

       4        8   -       4        9

       4        9   -       5        0

       5        0   -       5       1

       5       1   -       5        2

       5        2   -       5        3

       5        3   -       5       4

       5       4   -       5       5

       5       5   -       5        6

       5        6   -       5       7

       5       7   -       5        8

       5        8   -       5        9

       5        9   -        6        0

        6        0   -        6       1

        6       1   -        6        2

        6        2   -        6        3

0

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FrequencyGemencheh Granite G35 Normal Cube Crushing Test

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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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,+(*,///////.

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4+(//.+

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4)(!/4*("

,

Cummulatie Concrete !

 Target Mean Strength

Compressive Strength of Cues !n a "at#h

, a $ c = N u m b e r 

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  "  r  e  s  s   i    e   !   t  r  e  n  g   t   h #

   N   $  m  m   2

Page 5: Calculation Standard Deviation for Concrete

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Page 6: Calculation Standard Deviation for Concrete

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Page 8: Calculation Standard Deviation for Concrete

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. . . . . . .

///.

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Page 9: Calculation Standard Deviation for Concrete

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Package :   SGEDT - P4

Period : 08.0+.09 On Word

Supplier :   Gemencheh Granite

Grade : G +0 Normal

Symbol:!

: - Compressive Strength of Cubes In a Batch

"   :   - Average Compressive Strength of A Cubes in a Batch at !" Da#s

ẍ   : - Average Compressive Strength of A Batches During the Perio$ %n$er Consi$eration

:   - Average of &our Consecutive Batches

#   :

:   - Characteristic Strength

' +0

n. S$ruc$ure Par$ o% S$ruc$ure &" ! ẍ()g &"'

( @,*0/ ,(S- S(,   *)(*4(!** !(*4(!** 44(** 44(" 4/(!! 44(" - - - - - +5.00   -!(4

( @,*0/ W( &7S'   ))(*4(!** *(*+(!** 4/(!! 4(,, +)(+/ - - - - - - +9.0+   )(+

( ,@ 30 P<+ 4 P<5 & $ i%$'   )(*/(!** ).(*.(!** 4+(,, 4+(+/ 4"(" - - - - - - +.59   -*("

( ,@ 30 P2<+ 4 P2<5 &$ i%$'   )(*/(!** ).(*.(!** 4.()) 4(,, +*(** - - - - - - +8.8   )(,.

( ,@ 30 P2<;P<5 4 P< &2nd li%$'   !4(*/(!** !!(*.(!** +*(** 4.()) +*(/. - - - - - - +9.2   )("!

( ,@ 30 P< 4 P<2 &$ li%$'   !/(*/(!** !4(*.(!** +!(" 4.(+/ +!(/. - - - - - - 5.0+   ,(/*

( ,@ 30 P2< 4 P2<2 &$ li%$'   !/(*/(!** !4(*.(!** +*(44 4"(** 4"(** - - - - - - +8.8   )(,.

( ,@ 2/ P- *(P 4 (,?A-N S(,   !(*/(!** !.(*.(!** +!(44 4(,, 44(** 4.(,, 4/(/. 4/(/. - - - +/./+   *(,*( ,@ 30 P< &2nd i%$' 4 P<3&$ i%$'   ,*(*/(!** !"(*.(!** +)()) +*(/. +*(!! - - - - - - 50./   ,(!!

( ,@ 30 P2<;P2<2&2nd i%$' 4 P2<3&$ i%$'   ,*(*/(!** !"(*.(!** 4/(44 4"(44 +)(+/ - - - - - - +8.8   )(,.

( ,@ 30 P<2;P<3; 4 P2<3 *!(*.(!** ,*(*.(!** 4+(,, 4+(,, 4+(." - - - - - - +5.+8   -)(

( ,@28 P- *(P 4 (,?A-N S(,   *)(*"(!** !(*"(!** 4+(." 4+(,, 4"(** - - - - - - +.3/   -)(*

( ,@3 $ S(G- *ONS?*ON ! *OSS7-(6 ! P- 4 2   *+(*"(!** *!(*(!** 4+(." 4!(/. +*(!* - - - - - - +.22   -)(!

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( O, (   !*(*"(!** ).(*(!** 44(44 44(** 4,()) - - - - - - +3.85   -,(+

( ,@30   !"(*"(!** !+(*(!** 4(+/ 4/(" 4"(44 - - - - - - +8.30   *("+

( ,@30   !"(*"(!** !+(*(!** +,(." +!(** +4(/. - - - - - - 53.+8   /(*4

( ,@30   *)(*(!** !(*(!** 4.()) +*(!! 4+(." - - - - - - +/./0   *(!/

( O, (   *4(*(!** *!()*(!** 4,(." 4.()) 44(" - - - - - - +5.2   -!()

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( ,@29 P- *(P ! (bu$men$ ,   ).()*(!** )4())(!** +4(44 +/(" 4.(+/ - - - - - - 52.9   +(+!

( ,@32 P- *(P 4 (,?A-N S(,   !"()*(!** !+())(!** 4,()) +*(!! +4(/. - - - - - - +9.33   )("

( ,@32 P- *(P 4 (,?A-N S(,   ,*()*(!** !.())(!** +*(!! +,(." +,(." - - - - - - 52.59   +()+

( O, 2 $ 1 *O?AN &+no' ! (bu$men$ ,   *4())(!** *!()!(!** +!(" 4/(" 4"(** - - - - - - +9.2   )("!

( O, 2 2nd 1 *O?AN &+no' ! (bu$men$ ,   */())(!** *4()!(!** 4"(44 4+(,, 4/(/. - - - - - - +.8   -*(/

( O, 2 3rd 1 *O?AN &+no' ! (bu$men$ ,   *.())(!** *+()!(!** 4.(+/ 4(,, 4)(." - - - - - - +.22   -)(!

( O, 2 $ 1 *O?AN &+no' ! (bu$men$ (   ))())(!** *()!(!** 4"(44 4/(/. 4"(" - - - - - - +8.00   *(+/

( ,@32 $ 1 (,?A-N W( WNGW(   ),())(!** ))()!(!** 4.(,, ++(,, +!(!! - - - - - - 5.3   4()"

( ,@32 $ 1 *O?AN &+no' ! (bu$men$ (   !"())(!** !/()!(!** 4"(" +!(!! +)()) - - - - - - 50./+   ,(,*

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( ,@ 33 (,?A-N , ! S(G- *2* 4 26   !*(*)(!*)* ).(*!(!*)* 4/(/. 4/(!! +*(/. - - - - - - +/.85   *(4

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( ,@ 2 6-*D S(,   !,(*!(!*)* !,(*,(!*)* 44(44 4/(!! 4(." - - - - - - +.8   -*(/

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( ,@ 30 P-*(S .*. S(, &P-A(N-N 1OAWOD 1O 6-*D S(,'   *,(*,(!*)* ,)(*,(!*)* 4"(" 4+(." 4+(+/ - - - - - - +./+   -*(.

( ,@ 30 P-*(S .*. S(, &P-A(N-N 1OAWOD 1O 6-*D S(,'   )!(*,(!*)* *(*4(!*)* 4/(/. 4+(,, 4"(** - - - - - - +./   -*(.

( ,@ 28 *(,- -N*7 *O@-   ).(*,(!*)* )4(*4(!*)* 4"(44 4(." 4/(/. - - - - - - +8.30   *("+

( ,@ 28 *(,- -N*7 *O@-   )"(*,(!*)* )+(*4(!*)* 4"(" 4+(,, +!(44 - - - - - - +8.89   )(44

( ,@ 28 *(,- -N*7 *O@-   )(*,(!*)* )/(*4(!*)* 4/(!! 4/(!! 4"(44 - - - - - - +.9   -*(4

( ,@ 2/ 6-*D S(,   !+(*,(!*)* !!(*4(!*)* 44(44 4,(+/ 4+(." - - - - - - ++.59   -!("

( ,@ 2/ *(,- -N*7 *O@-   )+(*4(!*)* ),(*+(!*)* 4/(/. 4,(+/ 4+(,, - - - - - - +5.9   -!(!

( ,@ 3+ P-*(S S(, &N!S?' ! (,?.(   )"(*+(!*)* )+(*/(!*)* 4,(+/ 4)(." 4/(/. - - - - - - ++.00   -,(4

( ,@ 3 (NSON S(,   !(*/(!*)* !.(*.(!*)* +*(!! +4(/. +*(/. - - - - - - 5.85   4(4

( O, 09 P-*(S P((P- P(N- EP- 2 &/ NOS'   *(*.(!*)* */(*"(!*)* 4!(/. 4"(44 4/(/. - - - - - - +5.93   -)(+

( O, 0 .* S(, P-A(N-N 1OAWOD   *(*.(!*)* */(*"(!*)* 4!(/. 4"(44 4/(/. - - - - - - +5.93   -)(+

( O, 0 *OSS 7-(6!(,?A-N ,   *(*.(!*)* */(*"(!*)* 4)(,, 4"(** 4*(" - - - - - - +3.+   -4(*

( O, ( S 1 *O?AN &+NOS'!(,?A-N (   !*(*"(!*)* ).(*(!*)* 44(44 44(** 4,()) +3.85   -,(+

( O, ( S 1 *O?AN &+NOS'!(,?A-N ,   *4(*(!*)* *!()*(!*)* 4,(." 4.()) 44(" +5.2   -!()

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Page 10: Calculation Standard Deviation for Concrete

7/23/2019 Calculation Standard Deviation for Concrete

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       4       1   -       4        2

       4        2   -       4        3

       4        3   -       4       4

       4       4   -       4       5

       4       5   -       4        6

       4        6   -       4       7

       4       7   -       4        8

       4        8   -       4        9

       4        9   -       5        0

       5        0   -       5       1

       5       1   -       5        2

       5        2   -       5        3

       5        3   -       5       4

       5       4   -       5       5

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       5        6   -       5       7

       5       7   -       5        8

       5        8   -       5        9

       5        9   -        6        0

        6        0   -        6       1

        6       1   -        6        2

        6        2   -        6        3

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FrequencyGemencheh Granite G40 Normal Cube Crushing Test

Page 11: Calculation Standard Deviation for Concrete

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http://slidepdf.com/reader/full/calculation-standard-deviation-for-concrete 11/15

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Page 12: Calculation Standard Deviation for Concrete

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Package :   SGEDT - P4

Period :

Supplier :   Gemencheh Granite

Grade : G +0 remie2

Symbol:!

:   - Compressive Strength of Cubes In a Batch

"   :   - Average Compressive Strength of A Cubes in a Batch at !" Da#s

ẍ   :   - Average Compressive Strength of A Batches During the Perio$ %n$er Consi$eration

:   - Average of &our Consecutive Batches

#   ::   - Characteristic Strength

' +0

n.Par$ o% S$ruc$ure

&" ! 'ẍ #S$uc. (bu$ Pile e%. ()g &"'

( ,@2/ PP!   *"(*(!**" */()*(!**" +!(** 4.()) +)(+/ - - - 50.22   -*(!. *(*. - 4,(!! - )/(!! 0

( ,@2/ P2<3   )*(*(!**" *"()*(!**" 4(,, 4/(/. 4,(." - - - +.59   -,(* )+(!! - 4,(!! - )!(+ 02

( ,@2/ P2<   ))(*(!**" *()*(!**" 4.(,, 4/(// 4"(** - - - +/.33   -,()/ )*(*) - 4,(!! - ),(,, 03

( ,@2/ P2<5   )!(*(!**" )*()*(!**" 4"("" +!("" +!("" - - - 5.55   )(*+ )()) /(/* 4,(!! -,/(/! ).(++ 0+

( ,@2/ P2<2   )!(*(!**" )*()*(!**" +.(,, +/(** ++(++ - - - 5.29   +("* ,,(/, )4( 4,(!! -!"(!, !!(! 05

( ,@2/ P2<+   ),(*(!**" ))()*(!**" +.(.. +)(.. ++()) - - - 5+.88   4(, )(!. )/(** 4,(!! -!.(!! !*("" 0

( ,@2/ P2<   ).(*(!**" )+()*(!**" +!(// +*("" ++()) - - - 52.88   !(, +(.) )4(, 4,(!! -!"(,* )"("" 0/

( ,@2/ P2<9   )"(*(!**" )/()*(!**" 44(44 +,(,, +!(" - - - 50.22   -*(!. *(*" )4(/. 4,(!! -!"(++ )/(!! 08

( ,@2/ P2</   )"(*(!**" )/()*(!**" +)(+/ 4(." +!(" - - - 5.+   *(! *("4 /(4. 4,(!! -,/(.+ ).(4) 09

( ,@2/ P2<8   )(*(!**" ).()*(!**" +"(!! +.(,, /*(*. - - - 58.5+   "(*+ /4(.4 ).("4 4,(!! -!+(," !4(+4 0

( ,@2/ P2<0   )(*(!**" ).()*(!**" +!(44 +/(44 +,(." - - - 5+.22   ,(., ),("" )("" 4,(!! -!,(,4 !*(!!

( ,@2 P2<2   !/(*(!**" !+()*(!**" /!(** /!(/. +(,, - - - .33   )*("4 )).(4 4(!4 4,(!! /(*) !.(,, 2

( ,@2 P2<3   *()*(!**" */())(!**" 4+(++ 4"(** 4,(++ - - - +5./0   -4(. !!(" +4(.. 4,(!! ))(++ ))(.* 0

( ,@2 P2<   )*()*(!**" *.())(!**" +4(44 +"(// +/(** - - - 5.3/   +(". ,4(4 4.(!) 4,(!! ,( !!(,. 02

( ,@2 P2<+   ))()*(!**" *"())(!**" 4"(44 4"(// 4!(** - - - +.3/   -4(), ).(*, 4"(** 4,(!! 4(.. )!(,. 03

( ,@2 P2<   )/()*(!**" ),())(!**" 4"(!! 4(,, 4!(** - - - +.52   -,(" )+("! !!(+" 4,(!! -!*(/4 )!(+! 0+

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( ,@2 P2<5   )"()*(!**" )+())(!**" 4"(". +*(** +!(44 - - - 50.++   -*(*/ *(** ),(!" 4,(!! -!(+ )/(44 0

( ,@2 P2</   !*()*(!**" ).())(!**" ++()) +4(// ++(++ - - - 55.   4(/) !)(!" )4(,4 4,(!! -!"(" !)()) 0/

( ,@32 PP!   ,)()*(!**" !"())(!**" 4"(** +!(** +.()) - - - 52.3/   )("" ,(+! ))(!/ 4,(!! -,)(/ )"(,. 08

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( ,@32 P2<3   *.())(!**" *+()!(!**" ++(.. 4(.. +"(// - - - 5+./3   4(!4 ).(. !!(+ 4,(!! -!*(!" !*(., 03

( ,@32 P2<   )*())(!**" *"()!(!**" 4.(,, 4(,, 4/(** - - - +/.55   -!(4 "(/+ !4(!, 4,(!! -)(** ),(++ 0+

( ,@32 P2<8   )!())(!**" )*()!(!**" +)()) +*(44 ++(+/ - - - 52.3/   )("" ,(+! !*(/* 4,(!! -!!(/! )"(,. 05

( ,@32 P2<5   !+())(!**" !,()!(!**" 4/(/. +*(/. /)(,, - - - 52.89   !(4* +(.4 "(. 4,(!! -,4(!+ )"(" 0

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( ,@28 P2<   )/(*)(!** +,(,, +,()) 4(,, - - - 5.92   )(4, !(*4 ),( 4,(!! -!(!4 ).(! 0

( ,@28 P2<3   ).(*)(!** +/(" +)(+/ +,(,, - - - 53.93   ,(4, ))(." )+(+* 4,(!! -!.(., )(, 02

( ,@28 P2<5   )(*)(!** +*(** 4(,, 4(." - - - +9./0   -*(. *(/, /("! 4,(!! -,/(4) )+(.* 03

( ,@28 P2<2   !*(*)(!** +/(/. /*(" 4(,, - - - 55.3   +()4 !/(," )*(!) 4,(!! -,,(*! !)(/, 0+

( ,@28 P2<+   !)(*)(!** +4(!! ++(,, +/(44 - - - 55.33   4("4 !,(, )+(+4 4,(!! -!.(/" !)(,, 05

( ,@28 P2<9   !4(*)(!** +!(!! +/(!! 4(+/ - - - 52./   !(). 4(.! ),(." 4,(!! -!(4+ )"(/. 0

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( ,@28 P2</   ,*(*)(!** +)()) +/(!! +.(." - - - 55.0+   4(+4 !*(/4 )(/4 4,(!! -!,(+" !)(*4 0

( ,@28 P2<   ,)(*)(!** +.(." 4/(" +)()) - - - 5.93   )(4, !(*+ )*("+ 4,(!! -,!(," ).(,

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( ,@28 P2<0   *,(*!(!** 4(." +4(" +/(44 - - - 53./0   ,(!) )*(,* "(4! 4,(!! -,4("* )(.* 02

( ,@3 P<3   *(*!(!** +*(/. 4!(44 4"(/. - - - +/.2   -,(!, )*(4/ +("" 4,(!! -,.(,+ ),(!/ 03

( ,@29 P2<   ))(*!(!** 4"(" +!(/. 4/(!! - - - +9.2   -)(!, )(+! +(.+ 4,(!! -,.(4" )+(!/ 0+

( ,@29 P2<3   )!(*!(!** +!(** +)(." +)(." - - - 5.85   )(,/ )("+ /(*, 4,(!! -,.() ).("+ 05

( ,@29 P2<2   )4(*!(!** +*(/. +!(" 4.(." - - - 50.+5   -*(*+ *(** ,(4/ 4,(!! -,(.. )/(4+ 0

( ,@29 P2<+   )4(*!(!** +,(,, +)(." 44(** - - - +9./0   -*(. *(/, )(** 4,(!! -4!(!! )+(.* 0/( ,@29 P2<5   ).(*!(!** 4()) 4.(+/ 4!(44 - - - +.3/   -4()! ).(*) 4(". 4,(!! -,"(,+ )!(,. 08

( ,@29 P2</   ).(*!(!** 4/(/. 4/(/. 4+(." - - - +.3/   -4()! )/(" "(/+ 4,(!! -,4(+. )!(,. 09

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( ,@3 P2<3   */(*!(!** */(*,(!** +/(" +"(!! +!(** - - - 55./0   +(!) !.()4 ))(+" 4,(!! -,)(/4 !)(.* 02

( ,@3 P2<   *4(*!(!** *4(*,(!** ++()) +!(" +!(" - - - 53.3   ,()4 (", ))(4! 4,(!! -,)(") )(/, 03

( ,@29 P<5   *.(*!(!** *.(*,(!** 4"(" 4"(" 4"(" - - - +8.89   -)(/* !(+. (* 4,(!! -,,(,! )4(" 0+

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7/23/2019 Calculation Standard Deviation for Concrete

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( ,@33 , Pb<5   *+(*(!** *,()*(!** 4"(" 4.()) 4.(+/ - - - +/.85   -!(/4 /(. )*(., 4,(!! -,!(4 ),("+ 03

( ,@33 , Pb<3   *.(*(!** *+()*(!** +*(!! 4"(" 4(+/ - - - +9.5   -*(4 *("" )*(/. 4,(!! -,!(+/ )+(+/ 0+

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( ,@33 ( Pb<   ))(*(!** *()*(!** +*(!! 4(,, +)()) - - - 50.22   -*(!. *(*" !(/ 4,(!! -4*(+4 )/(!! 0

( ,@33 ( Pb<+   )!(*(!** )*()*(!** +*(!! 4(,, +)()) - - - 50.22   -*(!. *(*" *(/ 4,(!! -4!(!/ )/(!! 0/

( ,@33 , P<8   )!(*(!** )*()*(!** 4(,, +)()) 4(." - - - 50.0/   -*(4! *()" *(. 4,(!! -4!(44 )/(*. 08

( ,@33 , Pa<2   )4(*(!** )!()*(!** +/(** +)()) 44(44 - - - 50.52   *(*! *(** *(*" 4,(!! -4,()4 )/(+! 09

( ,@33 ( Pb<   )+(*(!** ),()*(!** +*(!! +,(." 4"(44 - - - 50.8   *(,! *()* *(* 4,(!! -4,()4 )/(") 0

( ,@33 , Pb</   )/(*(!** )4()*(!** +!(" +!(44 +)(+/ - - - 52.30   )("* ,(!+ *("" 4,(!! -4!(,4 )"(,*

( ,@33 ( Pa<5   ).(*(!** )+()*(!** +"(/. +!(!! ++(+/ - - - 55.+8   4( !4(" .(*/ 4,(!! -,/()/ !)(4" 2

( ,@33 , pb<9   ,*(*(!** !"()*(!** 4(,, +.(." +!(!! - - - 53.   !(/! /("4 "(.. 4,(!! -,4(4+ )()) 3

( ,@33 ( pa<   *)()*(!** !()*(!** 4.()) +.(." ++(,, - - - 53.+   !() "(4" )*(". 4,(!! -,!(,/ )(4) +

( ,@33 ( pb<5   *,()*(!** ,)()*(!** 4+()) 4+(." 4.()) - - - +.00   -4(4 !*(!* "("" 4,(!! -,4(,4 )!(** 5

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( ,@33 ( pb<8   *"()*(!** *+())(!** ++()) +/(" ++(+/ - - - 55.85   +(,/ !"(.! !*(4, 4,(!! -!!("* !)("+ 02

( ,@33 ( pb</   ),()*(!** )*())(!** +4(" +"(" +()) - - - 5/.3   .()4 +*(! !"()) 4,(!! -)+()! !,(/, 03

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( ,@3+ , P2c<+   !,(*)(!*)* !*(*!(!*)* 44(44 4"(** 4.()) - - - +.52   -,(" )+("! !"(., 4,(!! -)4(4 )!(+! 09

( ,@3+ , P2c<3   !+(*)(!*)* !!(*!(!*)* 4+(,, 4"(" 4/(!! - - - +.8   -,(/" ),(++ !,("4 4,(!! -)(," )!(") 0

( ,@3+ , P2c<5   !/(*)(!*)* !,(*!(!*)* 4/(!! 4!(/. 44(** - - - ++.30   -/(!* ,"(4) )/(4 4,(!! -!/(!" )*(,* ( ,@3+ , P2c<20   !"(*)(!*)* !+(*!(!*)* 4/(/. 4+(,, 44(44 - - - +5.+8   -+(*) !+()4 )(!. 4,(!! -!,(+ ))(4" 2

( ,@3+ P- 2 Pc<   !4(*!(!*)* !4(*,(!*)* +!(" +*(!! +!(** - - - 5./0   )(!) )(4/ )/(!+ 4,(!! -!/(. ).(.* 0

( ,@3+ P- 2 Pc<9   !+(*!(!*)* !+(*,(!*)* 4"(** +,(,, +!(** - - - 5.   *(/! *(," /(.+ 4,(!! -,/(4" ).()) 02

( ,@3+ P- Pc<2   *,(*,(!*)* ,)(*,(!*)* 4/(44 4+(." +*(/. - - - +/.3   -!("/ "(!* !(+) 4,(!! -4*(.) ),(/, 03

( ,@3+ P- Pc<5   *4(*,(!*)* *)(*4(!*)* 4"(44 +)(." ++()) - - - 5./8   )(!" )(/+ !(+/ 4,(!! -4*(/. ).(." 0

( ,@3+ P- Pc<3   *+(*,(!*)* *!(*4(!*)* +,(,, +!(44 4"(/. - - - 5.+8   *( *(. !(.* 4,(!! -4*(+! ).(4" 02

( ,@3+ P- Pc<   *"(*,(!*)* *+(*4(!*)* +!(** +4(!! +.(." - - - 5+./   4(). ).(4) +(*) 4,(!! -,"(!! !*(/. 03

( ,@3+ ( P2c<5   *(*,(!*)* */(*4(!*)* +,(,, +/(** +!(** - - - 53./8   ,(!" )*(." .(! 4,(!! -,+(, )(." 0+

( ,@3+ ( P2c<8   )*(*,(!*)* *.(*4(!*)* +/(" 4"(" 4(." - - - 5.85   )(,/ )("+ .(+) 4,(!! -,+(.! ).("+ 05

( ,@3+ ( P2c<0   ))(*,(!*)* *"(*4(!*)* 4(,, 4/(!! +)(+/ - - - +9.0+   -)(4/ !()! ,(/ 4,(!! -,(+4 )+(*4 0

( ,@3+ ( P2c<   ),(*,(!*)* )*(*4(!*)* +/(44 4"(44 4.()) - - - 50.   *(). *(*, )(** 4,(!! -4!(!! )/(// 0/

( ,@3+ ( P2c<+   )+(*,(!*)* )!(*4(!*)* 4"(** 4.()) 4"(" - - - +8.00   -!(4 /(!! !(* 4,(!! -4)(), )4(** 08

( ,@3+ ( P2c</   )/(*,(!*)* ),(*4(!*)* 4,(+/ 44(44 4"(** - - - +5.33   -+()/ !/(/, "(!! 4,(!! -,+(** ))(,, 09

( ,@3+ ( P2c<3   ).(*,(!*)* )4(*4(!*)* 4.()) +*(!! +)(+/ - - - +9.3   -*("/ *(.+ "(4* 4,(!! -,4("! )+(/, 0

( ,@3+ ( P2c<9   )"(*,(!*)* )+(*4(!*)* 4"(** 4/(/. 4+(." - - - +.82   -,(/" ),(+! )*(!, 4,(!! -,,(** )!("!

( ,@3+ ( P2c<2   !*(*,(!*)* ).(*4(!*)* +)()) +!(44 +!(44 - - - 52.00   )(+* !(!/ 4(), 4,(!! -,(* )"(** 2

( ,@3+ ( P2b<0   !4(*,(!*)* !)(*4(!*)* 4(,, 4/(/. 4.(+/ - - - +/.85   -!(/4 /(. +("" 4,(!! -,.(,+ ),("+ 3

( ,@3+ P- 2 Pb<5   *,()!(!*)* ,)()!(!*)* 4/(/. 4(,, 4/(/. - - - +/.5   -!(4 "(/, "(*, 4,(!! -,+() ),(+/ 0

( ,@3+ P- 2 Pb</   *4()!(!*)* *,(*)(!*)) 4+(." 4.()) 4!(/. - - - +5.9   -+(,) !"(). )+(*. 4,(!! -!"()+ ))() 0

( ,@3+ , P2c<   ))()!(!*)* *"(*)(!*)) 4.(+/ 4/(!! 4"(44 +/.+   -,(* (+, ).(!. 4,(!! -!+(+ ),(4) 02

&28 6ay' B " C 0098.80

Calculation: 30/.58

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Current 6argin ' / 4"(44 !()4 4(+ ,2. S.6e)ia$ion C 20.28

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Current 6argin ' .+5

7 ' Characteristic Strength f1 2 *(+ 3 Current 6argin

7 ' 4* 2 /(4+ 3 *(+' +3.22+

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Page 15: Calculation Standard Deviation for Concrete

7/23/2019 Calculation Standard Deviation for Concrete

http://slidepdf.com/reader/full/calculation-standard-deviation-for-concrete 15/15

*. AON7ES S(N6(6 6-@(ON &?p $o 6a$e' 0!6ec!5 6. AON7ES S(N6(6 6-@(ON &Summary'

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C +.30 6ecember2008 3.0/ (pril200 2./+

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Huly2009 0.00 No)ember200 0.00

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Sep$ember2009 2./ Hanuary20  0 00

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No)ember2009 2.+5

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44-4+ 44(+   ,*

4+-4/ 4+(+   !/

4/-4. 4/(+ 4,

4.-4" 4.(+   ,+

4"-4 4"(+   //

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54$8155$3354$1555$4054$89

56$15

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49$8549$19

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43$9244$1543$55

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5

Cummulatie Concrete !tength

 Target Mean Strength

 

   C  o  m  "  r  e  s  s   i    e   !   t  r  e  n

  g   t   h #

   N   $  m  m   2

38-3939-4040-4141-4242-4343-4444-4545-4646-4747-4848-4949-5050-5151-5252-5353-5454-5555-5656-5757-5858-5959-6060-6161-6262-6363-64

0

10

20

30

40

50

60

70

0 0

97

15

20

30

26

43

35

66

33

36

42

59

35

2931 31

20

108

5 54

1

FrequencyGemencheh Granite G40 T2 Cube Crushing Test