mix design log
TRANSCRIPT
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8/18/2019 Mix Design Log
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Project LNG Regasification Terminal-Ennore
Client IOCL LNG
Consultant Amec Foster Wheeler
EPC Contractor Consortium-! " #$$ EPCC-%&
Plant
Cement
GGBFS
Admixture
Water 20 MM 12.5 MMName of Brand
Wt.Name of Brand
Wt.
1 M30 350 0 3.50 158 81.!! "58.28 !35."5
2 M30 P#$% !05 0 !.05 18 0.2 58.! !3.2&
3 M30 P#$% !00 0 !.00 1" 20 "".81 !!5.21
! M30 P#$% !05 0 !.05 18 52.35 "!2.13 !28.0&
5 M30 P#$% ACC 'PC 53 G !00 0 !.00 1" 5.0! ""1.!& !3.8
" M30 ACC 'PC 53 G 20 &5 3.2& 1"5 83"."8 "58.1! !35.5"
M30 ACC 'PC 53 G 250 130 3.!2 1"8 82".8 "50.3" !30.!1
Concrete mix design Proportion (1M)
S(No.
Grade ofCon)rete
(i*erSand
(a+ MixPlant
,almi+a 'PC 53G
Ma-ter (e/uild1125
(a+ MixPlant
ltrate) 'PC53 G
Ma-ter (e/uild1125
(a+ MixPlant
ltrate) 'PC53 G
Ma-ter (e/uild1125
(a+ MixPlant
ltrate) 'PC53 G
Ma-ter (e/uild1125
(a+ MixPlant
Ma-ter (e/uild1125
(a+ MixPlant
Ma-ter (e/uild1125
(a+ MixPlant
Ma-ter (e/uild1125
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Project LNG Regasification Terminal-Ennore
Client IOCL LNG
Consultant Amec Foster Wheeler
EPC Contractor Consortium-! " #$$ EPCC-%&
Concrete mix design Proportion (1M)
Plant
Cement
GGBFS
Admixture
Water 20 MM 12.5 MMName of Brand
Wt.Name of Brand
Wt.
8 M30 SS Plant ,almi+a S(C 2"0 110 2."0 15& 18 01 !"8
& M30 SS Plant ,almi+a S(C 2!0 130 2.&0 15& 18 01 !"8
10 M30 SS Plant ,almi+a S(C 280 120 2.10 12 "&! "8 !52
11 M30 SS Plant ,almi+a S(C !00 0 2.!0 1"8 08 "&3 !"2
12 M30 SS Plant 2"0 110 2.30 15& 18 01 !"8
13 M30 SS Plant 2!0 130 2.30 15& 1" 01 !"
1! M30 SS Plant Cettinad PSC 30 0 2.&5 15" 23 08 !2
15 M30 SS Plant 280 120 2.18 12 "&! "8 !52
S(No.
Grade ofCon)rete
(i*erSand
,A(AC%M 810.W.( G(AC%
,A(AC%M 810.W.( G(AC%
,A(AC%M 810.W.( G(AC%
,A(AC%M 810.W.( G(AC%
Cettinad 'PC53 G
,A(AC%M 810.W.( G(AC%
Cettinad 'PC53 G
,A(AC%M 810.W.( G(AC%
,A(AC%M 810.W.( G(AC%
Cettinad 'PC53 G
,A(AC%M 810.W.( G(AC%
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Project LNG Regasification Terminal-Ennore
Client IOCL LNG
Consultant Amec Foster Wheeler
EPC Contractor Consortium-! " #$$ EPCC-%&
Concrete mix design Proportion (1M)
1" M30 SS Plant !00 0 2.0 1"8 08 "&3 !"2Cettinad 'PC
53 G,A(AC%M 810.W.( G(AC%
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(ef. No. (emar
2.!8
2.!0& For Pilin
2.!13 For Pilin
2.!0& For Pilin
2.!5! For Pilin
2.!"3
2.!58
,en-it+ ofmix
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(ef. No. (emar
2.!18"
2.!18&
2.3&81 For Pile
2.!33! For Pile
2.!183
2.!153
2.!31&5
2.3&818 For Pile
,en-it+ ofmix
4C No.1118"
4C No.1118"
4C No.1308
4C No.1"8
4C No.105"5
4C No.
105"5
4C No.105"5
4C No.1135
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2.!33 For Pile 4C No.1"8
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Project LNG Regasification Terminal-Ennore
Client IOCL LNG
Consultant Amec Foster Wheeler EPC Contractor Consortium-! " #$$ EPCC-%&
S( No.Cement
GGBFSAdmixture
Water 20 MMName of Brand Wt. Name of Brand Wt.
1 M30 350 3.5 158 81.!! "58.28
2 M30 P#$% !05 !.05 18 0.2 58.!
3 M30 P#$% !00 ! 1" 20 "".81
! M30 P#$% !05 !.05 18 52.35 "!2.13
5 M30 P#$% ACC 'PC 53 G !00 ! 1" 5.0! ""1.!&
" M30 ACC 'PC 53 G 20 &5 3.2& 1"5 83"."8 "58.1!
M30 ACC 'PC 53 G 250 130 3.!2 1"8 82".8 "50.3"
Concrete mix design Proportion (1M)
Grade ofCon)rete
(i*erSand
,almi+a 'PC 53G
Ma-ter (e/uild1125
ltrate) 'PC53 G
Ma-ter (e/uild1125
ltrate) 'PC53 G
Ma-ter (e/uild1125
ltrate) 'PC53 G
Ma-ter (e/uild1125
Ma-ter (e/uild1125
Ma-ter (e/uild1125
Ma-ter (e/uild1125
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12.5 MM ,en-it+ of mix (emar
!35."5 2.!"
!3.2& 2.!0& For Pilin
!!5.21 2.!13 For Pilin
!28.0& 2.!0& For Pilin
!3.8 2.!5! For Pilin
!35.5" 2.!"3
!30.!1 2.!58