179421377-MIX-DESIGN-PROGRAM-xlsx.xlsx

Grading Curves for 20mm MSA (Road Note-4, RRL, UK IS Sieves (mm)

Percentage Passing Curve (1)

Curve(2)

Curve(3)

Curve(4)

40

*Curve(5)

100

20

100

100

100

100

100

10

45

55

65

75

72

4.75

30

35

42

48

40

2.36

23

28

35

42

30

1.20

16

21

28

34

25

0.600

9

14

21

27

15

0.300

2

3

5

12

4

0.150

0

0

0

1 .5

0

110

100

100

100

90

G N I S S

A P %

80 75 70 65 60 55 50

48 45 42

42

34

35

35

27

28

28

21

21

40

30

20

10 1.5 0 0 0.15

12

14

30

23

16

9 5 3 2 0.3

0.6

1.2

2.36

4.75

10

20

40

Minimum Cement Contents and Maximum W/C ratio for different exposure with normal weight ggregate of 2!mm "ominal maxium si#e as per $%:&'(-2!!!

Table-1

Plain Concrete /PCC Exposure

Rein&orced Concrete /RCC

Min Ce#ent g,#3

Max ree ,C

Min Ce#ent g,#3

Mild

220

0.6

Moderate

250

Severe

Mini#u# grade o& Concrete

Max ree ,C

PCC

RCC

300

0.55

----

M20

0.6

300

0 .5

M15

M20

260

0.5

350

0.5

M20

M25

!er" Severe

300

0.5

00

0.5

M20

M35

Extre#e

300

0.

00

0.

M25

M0

$ote% Mini#u# Ce#ent Content Content is irrespective irrespective o& grade grade o& Ce#ent

d)ustments to t o Minimum Cement Contents for aggregates other than 2!mm nominal maximum si#e as per $%:&'(-2!!!

Table-2

Nominal Ma. !"". Si#e (mm)

!$us&men&s in Minimum Cemen&s in +a,le% 1 (-"m3)

10

'0

15

'20

20

'00

30

-15

0

-30

Table-3

BE T TER B Y DESIGN

Exposure Conditions: Conditions:

Mil

%$Concrete sur&ace protected against (eat)er or aggressive conditions

Mo$era&e%

Concrete sur&aces s)eltered &ro# severe rain or &ree*ing ()ilst (et Concrete continuousl" under (ater. Concrete exposed to condensation and rain

Severe%

Concrete exposed to non-aggressive su+-soil,ground (ater or coastal environ#ent onc oncrete rete sur sur aces expos xposee to seve severe re ra n a terna ernate te (ett ng an r" ng or occ occas ona ona ree* ree* ng ( condensation

st (

Concrete in contact or +uried under non-aggressive soil,ground (ater (ater co#pletel" i##ersed in sea (a

'er Severe &reme

Concrete sur&aces exposed to sea (ater spra"corrossive spra"corrossive &u#es or severe &ree*ing conditions ()ilst ( Concre Concrete te sur&a sur&aces ces expo exposed sed to to a+rasi a+rasive ve actio action n &or &or exa#pl exa#plee #ac)in #ac)iner" er" #etal #etal t"red t"red ve)i ve)icle cless or (ater (ater ca ca solids Concrete sur&aces in tidal *one Me#+ers in direct contact (it) liuid ,solid aggressive c)e#icals

Table-(:+radings limit for ,ine ggregate $%:3.3-10! IS Sieve

/eren&a"e assin" or *one-1

*one-2

*one-3

*one-&

10-##

100

100

100

100

.45-##

0-100

0-100

0-100

5-100

2.36-##

60-5

45-100

5-100

5-100

1.1-##

30-40

55-0

45-100

0-100

600%miron

15%34

35%59

60%79

80%100

300-#icron

5-20

35

16

15-50

150-#icron

0-10

0-10

0-10

0-15

Table-. : egree of ulit4Control expe5ted

res) ce#ent &ro# single source and regular tests (eig) +atc)ing o& all #aterilasaggregates supplied i !er" 7ood si*es control o& aggregate grading and #oisture content Control o& (ater added &reuent supervision (or8a+ilit" and strengt) tests and &ield la+orator" &acilities

7ood

Care&ull" stored ce#ent and periodic tests (eig) +atc)ing o& all #aterials controlled (ater graded ag suppliedocassional grading and #oisture tests periodic c)ec8 o& (or8a+ilit" and strengt) inter#ittent supervision and experienced (or8ers

air

Proper storage o& Ce#ent !olu#e +atc)ing o& all aggregates allo(ing to +ul8ing o& sand (eig) +atc)i ce#ent (ater content controlled +" inspection o& #ix and occasional supervision and tests.

Table-: eommen$e$ value o S&an$ar$ evia&ion IS10262%1982 e"ree o uali& Con&rol

ra$e o Conre&e 'er "oo$

oo$

air

M-10

2.0

2.3

3.3

M-15

2.5

3.5

.5

M-20

3.6

.6

5.6

M-25

.3

5.0

6.3

M-30

5.0

6.0

4.0

M-35

5.3

6.3

4.3

M-0

5.6

6.6

4.6

M-5

6.0

4.0

.0

M-50

6.

4.

.

M-55

6.4

1.4

.4

M-60

6.

4.

.

Table-&:Wor6abilit4 for different purposes and appropriate test 7alues
Placing conditions

Section su+>ect to extre#el" intensive or Extre#el" 9o( prolonged vi+ration? pressure #a" also +e reuired

!er" lo(

9o(

Mediu#

:ig)

!er" )ig)

S#all sections su+>ect to intensive vi+ration and large sections to nor#al vi+rations

Si#pl" rein&orced sections (it) good vi+ration and large sections to nor#al vi+rations

Si#pl" rein&orced sections (it) nor#al vi+ration and )eavil" rein&orced sections (it) good vi+rations

:eavil" rein&orced sections (it) lig)t vi+rations

Cast in situ plies or structures (it) ver" )eav" rein&orce#ent and lig)t ,no vi+ration

$o#inal M=S /##

Co#paction &actor

Slu#p /##

10

0.65

0

!e+e ti

ove 20

0.6

0

10

0.45

0

20

0.4

0-10

0

0.4

0-25

10

0.3

0-5

20

0.5

10-25

0

0.5

25-50

10

0.

5-25

20

0.2

25-50

0

0.2

50-100

10

0.5

25-100

20

0.5

50-125

0

0.5

100-145

10

0.4

100-150

20

0.4

125-200

0

0.

;200

/eren&a"e o !""re"a&es assin" 20mm sieve

Maimum !""re"a&e Si#e (M!S)

0-25

0

ter

25-45

30

et

45-100

20

rr"ing

5-

3-

2-

0-

Table-': Maimum si#e o &;e a""re"a&e (MS!)

et or severe

4-

Table-0: 'alue o S&a&is&ial Cons&an& :&: ( IS10262%1982) !e&e$ roor&ion o lo resul&s

:&:

1 in 5

0.

1 in 10

1.2

1 in 15

1.5

1 in 20

1.65

1 in 0

1.6

1 in 100

2.33

r designied to a be t te sur face

single egular

regate

g o&

#e /s

20

0

10

5

3

2

!"RKS#$$ PR@AECB% A@ 9@C. Conc. 7rade
I. !. <.

C.

.

.

.

II.

III.

I'.

'. 'I. !.

<.

'II. !.

<.

C. a.

,. . a. ,.

. a. ,.

. . 'III. !. <. C. . . I=. !. <. C. . . . . >. I. ?. -.

I.

!. <. C. . . .

Mi No% Conc.

7rade

$o. o& Cu+es
a Cu+e eig)t +9oad c Co#p. Strengt)

I

II

% &"R C"NCR$%$ M'$S )$S'GN Cons&. o (F ) F"m2

300.0

!
S'

Exposure

0.45

Maxi#u# (,c ratio Mini#u# ce#ent content

335.0

Mini#u# 7rade o& Concrete

M25

CMN+(+B/ !

@PC,537

B"pe,7rade C)aracteristic Strengt)

F"m2



Ce#ent 7rade AD-!
530.0

(mm)

 D AD-!
70 >I>

+!I@S D IN !!+

B"pe /$atural,Mixed

$atural

 passing 600 #icron sieve

25

 oversi*e

1

 passing 600 #icron sieve F/pure sand Select Gone

31E

I

retained on .45## DS Sieve

19E

Speci&ic 7ravit"

2.96

1.77

ul8age

15E

Sur&ace Moisture

2E

+!I@S D CD!S !!+

B"pe  Passing 20## Sieve /C=-DD

Crus)ed 43E

Maxi#u# si*e o& aggregate/MS= (mm)

30

Passing @n .45## Sieve /C=-D

9E

Speci&ic 7ravit"

2.53

1.44

1.39

+!+ M!N S+N+> (F)

F"m2

oo$

Standard
6.00

!alue Selected

1.65

Barget Mean Strengt) /$,## 2

40

A!+ +D CMN+ !+ID

,C Ratio /igure-=

0.425

,C Ratio / or
0.45

,C Ratio /Selected

0.43

/D/D+IDN D IN !!+

Maxi#u# Si*e @& =ggregate/MS=

30.00

Slu#p

70.00

,C selected

0.43

Passing 600 Mic. DS Sieve

31E

Proportion @& ine =ggregate /D/D+IDN D CD!S !!+

C899ECT$8"% $" ++9E+TE 988T$8"

Corre5tions due to 5oarse aggregates in fine aggregate :

 Passing .45## Sieve  Proportion o& ine =ggregate a&ter correction  Proportion o& Coarse aggregate a&ter correction. Corre5tions due to fine aggregates in 5oarse aggregates:

 passing .45## sieve  proportion o& &ine aggregate a&ter correction c  proportion o& coarse aggregates a&ter corrections ++9E+TE T8 CEME"T 9T$8 /C: $";T for /C determination:

Maxi#u# si*e o& aggregate/MS= B"pe @& =ggregates I D$E -- C=-D -- C=-DD ,C ratio selected (or8a+ilit",slu#p 7rading curve no,*one !C !+ID

&or &ine aggregate &or coarse aggregate !!+ /D/D+IDN

&or &ine aggregate

&or coarse aggregate !C /D/D+IDN!+@B AD- D+

&or &ine aggregate &or coarse aggregate +D+!@G(a. H ,.) !C CDC+ D S/.!'I+B

&or &ine aggregate &or coarse aggregate +D+!@G(a. H ,.)

=,C C@RRECBE< @R 9=D$ESS =,C D$=9 WE$+< =TC<$"+:

CEME$B /50 7 =BER /507 F ,C =

 N 507 F =,C /D$=9 F  PR@P@RBD@$ O

C=-D

 N 507 F =,C /D$=9 F  PR@P@RBD@$.O

C=-DD

 N 507 F =,C/D$=9 F  PR@P@RBD@$.O

>8?;MET9$C =TC<$"+:

CEME$B /50 7 =BER/507 F ,C =BER =BER C@RRECBD@$ <9< I &or = <9< - &or C=-D <9< I &or C=-DD D$E =77RE7=BE 9=7E @ D$E =77. D$E =77. =BER 9=7E C@=RSE =77RE7=BE I C=-D C@=SE =77RE7=BE- C=-DD

Quality shall be the pride of CII! ENGINEER

CDNC+ /DS+ MD+M

L

!vera"e &. o 15m Conre&e Cu,es in -"



Conre&e ensi& in -"Cu.m

200

AC sele&e$

0.5

!C inal

5.25 4

+o&al Cons&i&uen&s Cemen& Con&en& (-")

esul& S;ee& emarFs o &;e esul&

35

CDMMN /D/D+IDN D IN !!+ D E /!SSIN 600 MICDN IS SI'

( !s er D- me&;o$) M!SG10mm

SlumG(0 mm %10mm)

0.3

 Prop. o& = &or  passing 600 #ic. DS-Sieve 100 0 60 0 15 24.00 28.00 33.50 42.00 51.50

0.4

25.33

29.50

35.25

44.17

54.25

0.5

26.67

31.00

37.00

46.33

57.00

0.6

28.00

32.50

38.75

48.50

59.75

0.7

29.33

34.00

40.50

50.67

62.50

0.8

30.67

35.50

42.25

52.83

65.25

0.9

32.00

37.00

44.00

55.00

68.00

0.45

26.00

30.25

36.13

45.25

55.63

ree ,C ratio

 o& = passing 600 #ic. DS Sieve

Proportion o& = &or t)e design #ix (.r.to  o& = passing 600 #ic. DS Sieve Q ,C ratio

See note +elo(

80

70

60

100 % Passing line

50

80% Passing line 60% passing line 40% passing line 40 15% passing line

30

20

10 0.3

0.4

0.5

0.6

0.7

0.8

0.9

CDMMN /D/D+IDN D IN !!+ D E /!SSIN 600 MICDN IS SI'

( !s er D- me&;o$) M!SG10mm SlumG(10 mm%30mm) 0.3

 Prop. o& = &or  passing 600 #ic. DS-Sieve 100 0 60 0 15 26.00 29.50 35.00

0.4

27.00

31.00

37.00

0.5

28.50

32.50

39.00

0.6

29.50

34.00

40.30

0.7

30.50

35.00

42.00

0.8

32.00

36.50

44.00

0.9

33.00

38.00

46.00

0.45

26.00

30.25

36.13

ree ,C ratio

 o& = passing 600 #ic. DS Sieve

Proportion o& = &or t)e design #ix (.r.to  o& = passing 600 #ic. DS Sieve Q ,C ratio

45.25

55.63

See note +elo(

80

70

60

100 % Passing line

50

80% Passing line 60% passi ng line 40% passi ng line 40 15% passi ng line

30

20

10 0.3

0.4

0.5

0.6

0.7

0.8

0.9

=ggregate ,Ce#ent ratio +" (eig)t
!er" lo( 1

2 5.6 4.2

9o( 3

5 6. 4.

 .2 .1 .

1 3.2

2

3

Mediu# 

1

2

:ig) 3



1

2

3



S!%1 !""re"a&e iel$ +es& D,serva&uion S;ee&. (Samle%I) 1

?D<

 @!< +rials

2

+B/

 Crus;e$ C!%II

3

/>BSIC!@ INS/C+IDN

 Sieve !nalsis

4

S!M/@ A+. +!-N (Na&ural s&a&e )

 4700

g#

5

B @DDS <@- NSI+B

 1.39

g,lit

6

SDC

 umra; Juarr

7

S/CIIC !'I+B

 2.53

IS Sieve

e&aine$ on ea; Sieve A+

E

40 mm

0

0

20mm

2670

10 mm

Cumula&ive /eren&a"e e&aine$

/assin" &;rou"; A+

E

0

400

100

57

57

2030

43

2030

3

100

0

0

4700

100

4.75 mm 2.36 mm 1.18 mm 600 miron 300 miron 150 miron assin" 150 miron A&. o samle (&o&al)

-------

8

INNSS MD@S

9

SI@+ CDN+N+


$=

 at 3 )rs,2)rs,10#in

+



$=

 +" (t.

12 !+ D +S+IN



4,13,2003

13 +S+


MR. ..S



10 S.MDIS+ 11 !
=ccepted,accepta+le su+>ect to (as)ing Q , or

14 M!-S 

@!< INC>!

@!< NIN


?D<

 @!< +rials

2

+B/

 Crus;e$ C!%I

3



4

S!M/@ A+. +!-N (Na&ural s&a&e )

 4835

g#

5

B @DDS <@- NSI+B

 1.44

g,lit

6

SDC


7


 2.53

e&aine$ on ea; Sieve IS Sieve A+

E

40 mm

0

0

20mm

0

10 mm


/assin" &;rou"; A+

E

0

35

100

0

0

35

100

2665

55

55

2140

5

4.75 mm

1735

36

91

435

9

2.36 mm

35



100

0

0

4835

100

1.18 mm 600 miron 300 miron 150 miron assin" 150 miron A&. o samle (&o&al) 8 9

10 11 12 13

INNSS MD@S SI@+ CDN+N+ + S.MDIS+ !
14 M!-S

@!< INC>!



-------

     

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179421377-MIX-DESIGN-PROGRAM-xlsx.xlsx

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