Concrete Mix Design - STFA - 09.06.2009

7/24/2019 Concrete Mix Design - STFA - 09.06.2009

1/40

STFA - EREN J.V.Contract 225 - Benghazi Port Project - Phase II

Contract Seci!cation - Concrete - Vo"#$e II - Section

CONCRETE MIX DESIGN REPORT

Class of concrete : C 40 Type of Consturuction : Trial Mix

Characteristic Compressie Re!uire" Slump #mm$ : 150

: Placin% : Tamping

: Cement &uantity #'%$ : 390

Cement Type :ASTM C 150 Type II Dma( #mm$ : 20

)"mi(ture : Sikament R-2002 * + C : 0.420

*ater : L!al )"mi(ture , : 1.20

S)ND an" )GGREG)TESMIX DESIGN

for - m.

GR)D)TION + GR)D)S/ON M)TERI)0S

Siees #mm$ San" Coarse )%%re%ateMi(

Specification 0imitCement

1S223 4)- 4)3 C)- C)3 C)5 1S 223

in!" mm SA#$ 5-10 mm 10-20 mm 0o6er 7pper *ater

%3 100.0 100.0 100.0 100.0

2&& 50 100.0 100.0 100.0 100.0Sum of Partial 8olume

3'.5 100.0 100.0 100.0 100.03(4&& 20 100.0 100.0 100.0 100.0 95.0 100.0

8olume of )%%re%ate9 -;Sum of Partia

1(2&& 14 100.0 99.9 %5.3 )%.)

3()&& 10 100.0 99.5 20.5 %9.%

4or-m.

4)- *A1 +l,me +a x *# 4 5 100.0 2).) 3.2 41.1 35.0 55.0

# ) 2.3% 100.0 %.9 3.2 34.44)3 *A2 +l,me +a x *

# 1% 1.1) 99.' %.3 3.1 34.0

# 30 0.%00 ''.) %.0 3.1 2'.2 10.0 35.0C)- CA1 +l,me +a x C

# 50 0.300 24.% 5.% 3.0 10.5

# 100 0.150 0.' 5.% 3.0 3.1 0.0 ).0C)3 CA2 +l,me +a x C

# 200 0.0'5 0.2 4.9 2.% 2.%

, in Mi( 5- 5- 52 - C)5 CA3 +l,me +a x C

Source /l Aiyar Amixt,re Sikament R-2

Type #N+C$ N C C Amixt,re

MOIST7RE CORRECTIONTotal

Mit,re 2.21 0.00 0.1' 0.05 0.00 0.00

. Arptin 0.)0 0.00 2.92 2.%9 0 0.00 CORRECTED 1)T

$ieren!e -1.4 0.0 2.) 2.% 0.0 0.0

Material CalculatioCrre!te ater lt6 -).4 0.0 15.2 1).) 0.0 0.0 3=>?

TRI)0 MIX Cement

*ei%ht 7nit *t> *ei%ht 7nit *t> *ei%ht 7nit *t> *ater

Stren%th #N+mm3$ 40 #(mm2at 2) ay

Tar%et Mean Stren%th #N+mm3$ 41 #(mm2

21(2&&

11(2&&

4ine

)%%re%ate

Coarse)

%%

re%ate

S"at AlAiin

Total 4ree*ater #lt$


2/40

%r %+cm5 %r %+cm5 %r %+cm5

4)- *A1 +l,me +a x *-

34)3 *A2 +l,me +a x *

5

COMPRESSI8E STRENGT< #MPa$C)- CA1 +l,me +a x C

5@>AAmixt,re 1 Sikament R-2

Amixt,re 2

REMARKS :

lk Slump 195 mm. M78A+R/ +/RL$

6 adet kp numune hazrland.

7 - 28 gnlk krmlarna baklacak

Tested by Laboratory Engineer QC Engineer

Fath !"#$%$& Sa'a(er &)*+S "zan ,S$%

Specimen *ei%ht; Specimen 7nit

*ei%ht

4or-m5

4ine

)%%re%ate

Coarse

)%%re

%ate

fcmin>

fcmin>

fcmin>

fca%>


3/40

&

Doc> NumBer :

Mi( Desi%n No : 40(20

Date : 0)(0%(2009

)IR #lt+m.$ 0

*+C 0.420

SSD *EIG Gra> '%>

"m. #SSD$

125.) 3.1 390

1%3.) 1.00 1%4

2)9.% 554

l 8olume 8a9 '10.4 1)%0

a1 220.2 2.%91 593

a2 0.0 0.000 0

a1 220.2 2.513 553

a2 2%9.9 2.%43 '13

a3 0.0 0.000 0

002 1.20 3.95 1.1)5 4.%)

1000 m: 2413 kg

< *EIGT


4/40

a1 %01 13.22126 10 min. - -

36 15 min. - -

a2 0 0.00046 30 min. - -

56 45 min. - -

a1 53) 11.)40

a2 %95 15.2)2

a3 0 0.000

2413 53.093

002 4.%) 0.1030

Owner's Consultant Engineer


5/40

STFA-EREN J.V.Contract 225 - Benghazi Port Project - Phase II

Contract Seci!ication - Concrete - Vo"#$e II - Section %&

C'NCRETE (I) *ESI+N +RA*ATI'N C,RVE

Section Test *oc. N#$er

T/e o! (ateria" CONCRETE AGGREGATE (Sand, 5-10, 10-20) *ate o! Sa$"ing 6/1/2009

Ta0en Fro$ BENGHAZI *ate o! Reorting 6/8/2009

1#ar/ EL ABIYAR - SHAT AL ABIIN P"ace o! ,se

GRAIN SIZE IN !ILLI!ETRES

REMARKS :

0"01 0"1 1 10

0

10

20

#0

$0

50

60

%0

80

90

100

&ERCENTCOARSERBY'EIGHT

BOLER COBBLEGRAEL SAN

SILT *+ CLAYCOARSE INE COARSE !EI! INE

12 8 6 $ # 2 1 1 . #/8

$ 6 810 16 20 #0 $0 50 60 %0 100 1$0 200


6/40

Teste / 3aorator/ Engineer 1C Engineer '4ne

Fatih DOGANAY Savaser YETIS

50 100

#%"5 %0 #%"5 10019"5 50 19"5 80

9"5 $0 9"5 %0

$"%5 #0 $"%5 60

2 20 2 50

0"$25 10 0"$25 25

0"0%5 5 0"0%5 10


7/40

00

&E

RCENT,INERBY'EIGHT

0

10

20

#0

$0

50

60

%0

80

90

100


8/40

r


9/40






: Placin% : Tamping






for - m.




1S223 4)- 4)3 C)- C)3 C)5 1S 223


%3 100.0 100.0 100.0 100.0


3'.5 100.0 100.0 100.0 100.03(4&& 20 100.0 100.0 100.0 100.0 95.0 100.0


1(2&& 14 100.0 99.9 %5.3 )%.1

3()&& 10 100.0 99.5 20.5 %).1

4or-m.

4)- *A1 +l,me +a x *# 4 5 100.0 2).) 3.2 40.% 35.0 55.0

# ) 2.3% 100.0 %.9 3.2 34.34)3 *A2 +l,me +a x *

# 1% 1.1) 99.' %.3 3.1 34.0

# 30 0.%00 ''.) %.0 3.1 2'.1 10.0 35.0C)- CA1 +l,me +a x C

# 50 0.300 24.% 5.% 3.0 10.5

# 100 0.150 0.' 5.% 3.0 3.0 0.0 ).0C)3 CA2 +l,me +a x C

# 200 0.0'5 0.2 4.9 2.% 2.5

, in Mi( 5- 3@ A - C)5 CA3 +l,me +a x C




Mit,re 2.21 0.00 0.1' 0.05 0.00 0.00


$ieren!e -1.4 0.0 2.) 2.% 0.0 0.0

Material CalculatioCrre!te ater lt6 -).4 0.0 14.2 19.) 0.0 0.0 3=>?

TRI)0 MIX Cement




21(2&&

11(2&&

4ine

)%%re%ate

Coarse)

%%

re%ate

S"at AlAiin



10/40

%r %+cm5 %r %+cm5 %r %+cm5

4)- *A1 +l,me +a x *-

34)3 *A2 +l,me +a x *

5


5 AA>2Amixt,re 1 Sikament R-2

Amixt,re 2

REMARKS :

lk Slump 2// mm. - 15 dk (0nra k Slump 15/ mm




Fath !"#$%$& Sa'a(er &)*+S "zan ,S$%


*ei%ht

4or-m5

4ine

)%%re%ate

Coarse

)%%re

%ate

fcmin>

fcmin>

fcmin>

fca%>


11/40

&

Doc> NumBer :


Date : 0'(0%(2009

)IR #lt+m.$ 0

*+C 0.420

SSD *EIG Gra> '%>

"m. #SSD$

125.) 3.1 390.0

1%3.) 1.00 1%3.)

2)9.% 553.)

l 8olume 8a9 '10.4 12%).'

a1 220.2 2.%91 592.%

a2 0.0 0.000 0.0

a1 20%.0 2.513 51'.'

a2 2)4.2 2.%43 '51.0

a3 0.0 0.000 0.0

002 1.30 4.2) 1.1)5 5.0'

1000 m: 2415 kg

< *EIGT


12/40

a1 %01 13.22126 10 min. - -

36 15 min. 150 19.0

a2 0 0.00046 30 min. - -

56 45 min. - -

a1 503 11.0'%

a2 '31 1%.0)%

a3 0 0.000

2415 53.133

002 5.0' 0.1115



13/40






: Placin% : Tamping






for - m.




1S223 4)- 4)3 C)- C)3 C)5 1S 223


%3 100.0 100.0 100.0 100.0


3'.5 100.0 100.0 100.0 100.03(4&& 20 100.0 100.0 100.0 100.0 95.0 100.0


1(2&& 14 100.0 99.9 %5.3 )%.)

3()&& 10 100.0 99.5 20.5 %9.%

4or-m.

4)- *A1 +l,me +a x *# 4 5 100.0 2).) 3.2 41.1 35.0 55.0

# ) 2.3% 100.0 %.9 3.2 34.44)3 *A2 +l,me +a x *

# 1% 1.1) 99.' %.3 3.1 34.0

# 30 0.%00 ''.) %.0 3.1 2'.2 10.0 35.0C)- CA1 +l,me +a x C

# 50 0.300 24.% 5.% 3.0 10.5

# 100 0.150 0.' 5.% 3.0 3.1 0.0 ).0C)3 CA2 +l,me +a x C

# 200 0.0'5 0.2 4.9 2.% 2.%

, in Mi( 5- 5- 52 - C)5 CA3 +l,me +a x C




Mit,re 2.5) 0.00 0.5' 0.11 0.00 0.00


$ieren!e -1.) 0.0 2.4 2.% 0.0 0.0

Material CalculatioCrre!te ater lt6 -10.5 0.0 13.0 1).4 0.0 0.0 3>@

TRI)0 MIX Cement




21(2&&

11(2&&

4ine

)%%re%ate

Coarse)

%%

re%ate

S"at AlAiin



14/40

%r %+cm5 %r %+cm5 %r %+cm5

4)- *A1 +l,me +a x *-

34)3 *A2 +l,me +a x *

5



15/40

&

Doc> NumBer :


Date : 0)(0%(2009

)IR #lt+m.$ 0

*+C 0.420

SSD *EIG Gra> '%>

"m. #SSD$

125.) 3.1 390.0

1%3.) 1.00 1%3.)

2)9.% 553.)

l 8olume 8a9 '10.4 1)59.5

a1 220.2 2.%91 592.%

a2 0.0 0.000 0.0

a1 220.2 2.513 553.4

a2 2%9.9 2.%43 '13.5

a3 0.0 0.000 0.0

002 1.30 4.2) 1.1)5 5.0'

1000 m: 2413 kg

< *EIGT


16/40

a1 %03 13.2'026 10 min. - -

36 15 min. 190 19.0

a2 0 0.00046 30 min. - -

56 45 min. - -

a1 540 11.))9

a2 %95 15.292

a3 0 0.000

2413 53.093

002 5.0' 0.1115



17/40






: Placin% : Tamping






for - m.




1S223 4)- 4)3 C)- C)3 C)5 1S 223


%3 100.0 100.0 100.0 100.0


3'.5 100.0 100.0 100.0 100.03(4&& 20 100.0 100.0 100.0 100.0 95.0 100.0


1(2&& 14 100.0 99.9 %5.3 )%.)

3()&& 10 100.0 99.5 20.5 %9.%

4or-m.

4)- *A1 +l,me +a x *# 4 5 100.0 2).) 3.2 41.1 35.0 55.0

# ) 2.3% 100.0 %.9 3.2 34.44)3 *A2 +l,me +a x *

# 1% 1.1) 99.' %.3 3.1 34.0

# 30 0.%00 ''.) %.0 3.1 2'.2 10.0 35.0C)- CA1 +l,me +a x C

# 50 0.300 24.% 5.% 3.0 10.5

# 100 0.150 0.' 5.% 3.0 3.1 0.0 ).0C)3 CA2 +l,me +a x C

# 200 0.0'5 0.2 4.9 2.% 2.%

, in Mi( 5- 5- 52 - C)5 CA3 +l,me +a x C




Mit,re 2.5) 0.00 0.5' 0.11 0.00 0.00


$ieren!e -1.) 0.0 2.4 2.% 0.0 0.0

Material CalculatioCrre!te ater lt6 -11.2 0.0 13.) 19.5 0.0 0.0 33>-

TRI)0 MIX Cement




21(2&&

11(2&&

4ine

)%%re%ate

Coarse)

%%

re%ate

S"at AlAiin



18/40

%r %+cm5 %r %+cm5 %r %+cm5

4)- *A1 +l,me +a x *-

34)3 *A2 +l,me +a x *

5


5@>?Amixt,re 1 Sikament R-2

Amixt,re 2

REMARKS :


Fath !"#$%$& Sa'a(er &)*+S "zan ,S$%


*ei%ht

4or-m5

4ine

)%%re%ate

Coarse

)%%re

%ate

fcmin>

fcmin>

fcmin>

fca%>


19/40

&

Doc> NumBer :


Date : 0)(0%(2009

)IR #lt+m.$ 0

*+C 0.450

SSD *EIG Gra> '%>

"m. #SSD$

103.2 3.1 320

144.0 1.00 144

24'.2 4%4

l 8olume 8a9 '52.) 19'0

a1 233.4 2.%91 %2)

a2 0.0 0.000 0

a1 233.4 2.513 5)%

a2 2)%.1 2.%43 '5%

a3 0.0 0.000 0

002 1.00 2.'0 1.1)5 3.20

1000 m: 2434 kg

< *EIGT


20/40

a1 %39 14.0%126 10 min. -

36 15 min. -

a2 0 0.00046 30 min. -

56 45 min. -

a1 5'3 12.59)

a2 '3' 1%.204

a3 0 0.000

2434 53.55)

002 3.20 0.0'04



21/40

STFA-EREN J.V.Contract 225 - Benghazi Port Project - Phase II

Contract Seci!ication - Concrete - Vo"#$e II - Section %&

C'NCRETE (I) *ESI+N +RA*ATI'N C,RVE

C"ass o! Concrete C 20 / 20 - Lan C*n+ Test *oc. N#$er

T/e o! (ateria" CONCRETE AGGREGATE (Sand, 5-10, 10-20) *ate o! Sa$"ing $/$/2009

T/e o! Constr#ction T+a3 !4 *ate o! Reorting $/10/2009

*$a6 7$$8 20 (i6 *ate 6/8/2009

GRAIN SIZE IN !ILLI!ETRES

REMARKS :

0"01 0"1 1 10

0

10

20

#0

$0

50

60

%0

80

90

100

&ERCENT

COARSERBY'EIGHT

BOLER COBBLEGRAEL SAN

SILT *+ CLAYCOARSE INE COARSE !EI! INE

12 8 6 $ # 2 1 1 . #/8

$ 6 810 16 20 #0 $0 50 60 %0 100 1$0 200


22/40

Teste / 3aorator/ Engineer 1C Engineer '4ne

Fatih DOGANAY Savaser YETIS

50 100

#%"5 %0 #%"5 10019"5 50 19"5 80

9"5 $0 9"5 %0

$"%5 #0 $"%5 60

2 20 2 50

0"$25 10 0"$25 25

0"0%5 5 0"0%5 10


23/40

00

&E

RCENT,INERBY'EIGHT

0

10

20

#0

$0

50

60

%0

80

90

100


24/40

r


25/40






: Placin% : Tamping



)"mi(ture : R"e,il 1)1R * + C : 0.420



for - m.


Siees San" Coarse )%%re%ateMi(


1S223 4)- 4)3 C)- C)3 C)5 1S 223


%3 100.0 100.0 100.0 100.0


3'.5 100.0 100.0 100.0 100.03(4&& 20 100.0 100.0 100.0 100.0 95.0 100.0


1(2&& 14 100.0 99.9 %5.3 )%.)

3()&& 10 100.0 99.5 20.5 %9.%

4or-m.

4)- *A1 +l,me +a x *# 4 5 100.0 2).) 3.2 41.1 35.0 55.0

# ) 2.3% 100.0 %.9 3.2 34.44)3 *A2 +l,me +a x *

# 1% 1.1) 99.' %.3 3.1 34.0

# 30 0.%00 ''.) %.0 3.1 2'.2 10.0 35.0C)- CA1 +l,me +a x C

# 50 0.300 24.% 5.% 3.0 10.5

# 100 0.150 0.' 5.% 3.0 3.1 0.0 ).0C)3 CA2 +l,me +a x C

# 200 0.0'5 0.2 4.9 2.% 2.%

, in Mi( 5- 5- 52 - C)5 CA3 +l,me +a x C

Source /l Aiyar Amixt,re R"e,il 1)



Mit,re 2.5) 0.00 0.5' 0.11 0.00 0.00


$ieren!e -1.) 0.0 2.4 2.% 0.0 0.0

Material CalculatioCrre!te ater lt6 -10.5 0.0 13.0 1).4 0.0 0.0 3>@

TRI)0 MIX Cement




21(2&&

11(2&&

4ine

)%%re%ate

Coarse)

%%

re%ate

S"at AlAiin



26/40

%r %+cm5 %r %+cm5 %r %+cm5

4)- *A1 +l,me +a x *-

34)3 *A2 +l,me +a x *

5


5 A5>Amixt,re 1 R"e,il 1)

Amixt,re 2

REMARKS :

lk Slump 2// mm.




Fath !"#$%$& Sa'a(er &)*+S "zan ,S$%


*ei%ht

4or-m5

4ine

)%%re%ate

Coarse

)%%re

%ate

fcmin>

fcmin>

fcmin>

fca%>


27/40

&

Doc> NumBer :


Date : 0)(0%(2009

)IR #lt+m.$ 0

*+C 0.420

SSD *EIG Gra> '%>

"m. #SSD$

125.) 3.1 390.0

1%3.) 1.00 1%3.)

2)9.% 553.)

l 8olume 8a9 '10.4 1)59.5

a1 220.2 2.%91 592.%

a2 0.0 0.000 0.0

a1 220.2 2.513 553.4

a2 2%9.9 2.%43 '13.5

a3 0.0 0.000 0.0

1R 1.20 4.03 1.1%0 4.%)

1000 m: 2413 kg

< *EIGT


28/40

a1 %03 13.2'026 10 min. - -

36 15 min. - -

a2 0 0.00046 30 min. - -

56 45 min. - -

a1 540 11.))9

a2 %95 15.292

a3 0 0.000

2413 53.093

1R 4.%) 0.1030



29/40






: Placin% : Tamping






for - m.




1S223 4)- 4)3 C)- C)3 C)5 1S 223


%3 100.0 100.0 100.0 100.0


3'.5 100.0 100.0 100.0 100.03(4&& 20 100.0 100.0 100.0 100.0 95.0 100.0


1(2&& 14 100.0 99.9 %5.3 )%.)

3()&& 10 100.0 99.5 20.5 %9.%

4or-m.

4)- *A1 +l,me +a x *# 4 5 100.0 2).) 3.2 41.1 35.0 55.0

# ) 2.3% 100.0 %.9 3.2 34.44)3 *A2 +l,me +a x *

# 1% 1.1) 99.' %.3 3.1 34.0

# 30 0.%00 ''.) %.0 3.1 2'.2 10.0 35.0C)- CA1 +l,me +a x C

# 50 0.300 24.% 5.% 3.0 10.5

# 100 0.150 0.' 5.% 3.0 3.1 0.0 ).0C)3 CA2 +l,me +a x C

# 200 0.0'5 0.2 4.9 2.% 2.%

, in Mi( 5- 5- 52 - C)5 CA3 +l,me +a x C




Mit,re 0.34 0.00 0.20 0.10 0.00 0.00

. Arptin 0.)0 0.00 1.'5 1.45 0 0.00 CORRECTED 1)T

$ieren!e 0.5 0.0 1.% 1.4 0.0 0.0

Material CalculatioCrre!te ater lt6 2.' 0.0 ).) 9.4 0.0 0.0 3>@

TRI)0 MIX Cement




21(2&&

11(2&&

4ine

)%%re%ate

Coarse)

%%

re%ate

S"at AlAiin



30/40

%r %+cm5 %r %+cm5 %r %+cm5

4)- *A1 +l,me +a x *-

34)3 *A2 +l,me +a x *

5



31/40

&

Doc> NumBer :


Date : 1%(0%(2009

)IR #lt+m.$ 0

*+C 0.420

SSD *EIG Gra> '%>

"m. #SSD$

125.) 3.1 390

1%3.) 1.00 1%4

2)9.% 554

l 8olume 8a9 '10.4 1)53

a1 220.2 2.%91 593

a2 0.0 0.000 0

a1 220.2 2.5'4 5%'

a2 2%9.9 2.5%) %93

a3 0.0 0.000 0

002 1.30 4.2) 1.1)5 5.0'

1000 m: 240% kg

< *EIGT


32/40

a1 590 12.9')26 10 min. - -

36 15 min. - -

a2 0 0.00046 30 min. 145

56 45 min. - -

a1 55) 12.2''

a2 %)4 15.045

a3 0 0.000

240% 52.943

002 5.0' 0.1115



33/40






: Placin% : Tamping



)"mi(ture : R"e,ilt 1)1R * + C : 0.420



for - m.




1S223 4)- 4)3 C)- C)3 C)5 1S 223


%3 100.0 100.0 100.0 100.0


3'.5 100.0 100.0 100.0 100.03(4&& 20 100.0 100.0 100.0 100.0 95.0 100.0


1(2&& 14 100.0 99.9 %5.3 )%.)

3()&& 10 100.0 99.5 20.5 %9.%

4or-m.

4)- *A1 +l,me +a x *# 4 5 100.0 2).) 3.2 41.1 35.0 55.0

# ) 2.3% 100.0 %.9 3.2 34.44)3 *A2 +l,me +a x *

# 1% 1.1) 99.' %.3 3.1 34.0

# 30 0.%00 ''.) %.0 3.1 2'.2 10.0 35.0C)- CA1 +l,me +a x C

# 50 0.300 24.% 5.% 3.0 10.5

# 100 0.150 0.' 5.% 3.0 3.1 0.0 ).0C)3 CA2 +l,me +a x C

# 200 0.0'5 0.2 4.9 2.% 2.%

, in Mi( 5- 5- 52 - C)5 CA3 +l,me +a x C

Source /l Aiyar Amixt,re R"e,ilt 1)



Mit,re 0.34 0.00 0.20 0.10 0.00 0.00


$ieren!e 0.5 0.0 1.% 1.4 0.0 0.0

Material CalculatioCrre!te ater lt6 2.' 0.0 ).) 9.4 0.0 0.0 3>@

TRI)0 MIX Cement




21(2&&

11(2&&

4ine

)%%re%ate

Coarse)

%%

re%ate

S"at AlAiin



34/40

%r %+cm5 %r %+cm5 %r %+cm5

4)- *A1 +l,me +a x *-

34)3 *A2 +l,me +a x *

5


fcmin>

fcmin>

fca%>


35/40

&

Doc> NumBer :


Date : 1%(0%(2009

)IR #lt+m.$ 0

*+C 0.420

SSD *EIG Gra> '%>

"m. #SSD$

125.) 3.1 390

1%3.) 1.00 1%4

2)9.% 554

l 8olume 8a9 '10.4 1)53

a1 220.2 2.%91 593

a2 0.0 0.000 0

a1 220.2 2.5'4 5%'

a2 2%9.9 2.5%) %93

a3 0.0 0.000 0

1R 1.30 4.3' 1.1%0 5.0'

1000 m: 240% kg

< *EIGT


36/40

a1 590 12.9')26 10 min. - -

36 15 min. - -

a2 0 0.00046 30 min. 155

56 45 min. - -

a1 55) 12.2''

a2 %)4 15.045

a3 0 0.000

240% 52.943

1R 5.0' 0.1115



37/40






: Placin% : Tamping



)"mi(ture : R"e,ilt 1)1R * + C : 0.420



for - m.




1S223 4)- 4)3 C)- C)3 C)5 1S 223


%3 100.0 100.0 100.0 100.0


3'.5 100.0 100.0 100.0 100.03(4&& 20 100.0 100.0 100.0 100.0 95.0 100.0


1(2&& 14 100.0 99.9 %5.3 )%.)

3()&& 10 100.0 99.5 20.5 %9.%

4or-m.

4)- *A1 +l,me +a x *# 4 5 100.0 2).) 3.2 41.1 35.0 55.0

# ) 2.3% 100.0 %.9 3.2 34.44)3 *A2 +l,me +a x *

# 1% 1.1) 99.' %.3 3.1 34.0

# 30 0.%00 ''.) %.0 3.1 2'.2 10.0 35.0C)- CA1 +l,me +a x C

# 50 0.300 24.% 5.% 3.0 10.5

# 100 0.150 0.' 5.% 3.0 3.1 0.0 ).0C)3 CA2 +l,me +a x C

# 200 0.0'5 0.2 4.9 2.% 2.%

, in Mi( 5- 5- 52 - C)5 CA3 +l,me +a x C

Source /l Aiyar Amixt,re R"e,ilt 1)



Mit,re 0.35 0.00 0.13 0.13 0.00 0.00


$ieren!e 0.5 0.0 1.% 1.3 0.0 0.0

Material CalculatioCrre!te ater lt6 2.' 0.0 9.2 9.2 0.0 0.0 3->

TRI)0 MIX Cement




21(2&&

11(2&&

4ine

)%%re%ate

Coarse)

%%

re%ate

S"at AlAiin



38/40

%r %+cm5 %r %+cm5 %r %+cm5

4)- *A1 +l,me +a x *-

34)3 *A2 +l,me +a x *

5



39/40

&

Doc> NumBer :


Date : 1'(0%(2009

)IR #lt+m.$ 0

*+C 0.420

SSD *EIG Gra> '%>

"m. #SSD$

125.) 3.1 390

1%3.) 1.00 1%4

2)9.% 554

l 8olume 8a9 '10.4 1)53

a1 220.2 2.%91 593

a2 0.0 0.000 0

a1 220.2 2.5'4 5%'

a2 2%9.9 2.5%) %93

a3 0.0 0.000 0

1R 1.20 4.03 1.1%0 4.%)

1000 m: 240% kg

< *EIGT


40/40

a1 590 12.9'926 10 min. - -

36 15 min. - -

a2 0 0.00046 30 min. 150

56 45 min. - -

a1 55) 12.2%9

a2 %)4 15.050

a3 0 0.000

240% 52.943

1R 4.%) 0.1030


Concrete Mix Design - STFA - 09.06.2009

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Transcript of Concrete Mix Design - STFA - 09.06.2009