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CONCRETE MIX DESIGN DATA
TELP 0765 - 439540
Project Name : A # Waste gas Mitigation Projest
Kind of Construction : Equipment & Structural Foundation
Specification : Minimum Specification Strenght 4000 Psi ( 300 Kg / Cm 2 )
at the Age of 28 Day
: By 15 x 15 cm Cubus Sample
: Slump On site : 10 cm With Tolerance Range Of 2,0 Cm
MATERIAL
Cement : Portland Cement Sand : Bangkinang Gravel : Bangkinang Clean Water : Pottable and not contain more than 0,1 % of chloridge Ions
REFERENCE
1 SNI - 03 - 1750-19902 SNI - 15 - 2049 -19943 SK - SNI-S- 04- 1989-F4 SNI - 03 -2914 - 19925 SNI - 03 -2915 - 19926 American Concrete Institute ( ACI ) - 19957 British Standard Institution ( BSI ) 19738 Development Of the Environment ( Doe ) - 1975
PREPARED BY CHECKED & REVIEWED BY APPROVED BY
PT DUMAI JAYA BETON JLN SUTAN SYARIF KASIM,DUMAI
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CONCRETE MIX DESIGN DATA
4000 PSI TELP 0765 - 439540
DEVIASI OF CONCRETE MIXTURE
AMERICAN CONCRETE INSTITUTE ( ACI )
NO I DESCRIPTION VALUE
1 Strength Depress Plan 3002 Standard Deviasi 50.00 3 Margin ( M ) = 1,64 x S 82.00 4 Slump 10 + 2 Cm5 Maximum Size Aggregate 25.00 mm6 Volume Water 180.00 7 Factor Water Cement 52.00 %8 Cement 350.00 Kg 9 Smooth Modulus 2.70
10 Waight Set Of Aggregate 1,600.00 11 Agregate 10 - 25 1,056.00 Kg12 Waight Estimation Of Fresh Concrete 2,376.00 13 Smooth Aggregate 790.00 Kg14 Absorbsi Aggregate 10 - 25 4 %15 Absorbsi Aggregate 5 - 20 2.25 %
II CORRECTION OF MIXTURE PROPORTION
16 Aggregate 10 - 25 42.00 Kg17 Aggregate 5 - 20 18.00 Kg18 Water 120.00 Ltr
19 Cement 350.00 Kg ( 7 Zak )20 Waight Aggregate 10 - 25 700.00 Kg21 Waight Aggregate 5 - 20 700.00 Kg22 Water 120.00 Ltr
IV PROPORTION OF FINAL MIXTURE FOR 1 ZAK ( 50 kg )
23 Cement 50 Kg 24 Waight Aggregate 10 - 25 100 Kg25 Waight Aggregate 5 - 20 100 Kg26 Water 18.80 Kg / Ltr27 Water Of Final Mixture 17 Ltr
V SITE MIX APPLICATION COMPOSITION BY BOX
28 Box 20 x 35 x 55 Cm
29 Water 17 Ltr
30 Cement 50 Kg
31 Aggregate 10 - 25 2 x Bx
32 Aggregate 5 - 20 2 x Bx
PREPARED BY RDC QA /QC CHECKED & REVIEWED BY TF APPROVED BY CHEVRON
PT DUMAI JAYA BETON JLN SUTAN SYARIF KASIM, DUMAI
Kg / Cm 2
Kg / Cm 2
Kg / Cm 2
Ltr /M 3
Kg / m 3
Kg / m 3
III PROPORTION OF FINAL MIXTURE FOR 1 M3
Megawanto
Reference By
SITE MIX APPLICATION
COMPOSITION BY BOX 2000 PSI TELP 0765 - 439540
DEVIASI OF CONCRETE MIXTURE
AMERICAN CONCRETE INSTITUTE ( ACI )
NO DESCRIPTION VOLUME M3
1 CEMENT 265,67 KG / M3 6 Zak
2 SAND 829 KG / M3
3 GRAVEL 1087 KG / M3
SUMMARY SITE MIX CONCRETE 2000 PSI ( MANUAL MIXS / ACTUAL JOB SITE
1 CEMENT ( 1 Zak ) 0.375 0.0620
2 SAND ( 2 BOX ) 0.750 0.1256
3 GRAVEL ( 3 BOX ) 1.125 0.1875
4 WATER ( 17 LTR )
2.25 TON
PASIR KERIKIL
40 50
20 18
60
60
33.3 CM 31.3 CM
FOR LEAN CONCRETE FC 2000 PSI
FOR PETANI WATER FLOOD PROJECT STAGE -2
PREPARED BY RDC QA /QC CHECKED & REVIEWED BY TF APPROVED BY CHEVRON
PT DUMAI JAYA BETON JLN SUTAN SYARIF KASIM, DUMAI
Megawanto Edward .s Nugroho
1 M3 /6ZAK SEMEN 1 ZAK
2.5 2.3 TON 2.5 2.3 TON
SEMEN 0.416667 0.383333 0.069444 0.063889
PASIR 0.833333 0.766667 0.138889 0.127778
KERIKIL 1.25 1.15 0.208333 0.191667
2.5 2.3 TON
Reference By
SITE MIX APPLICATION
COMPOSITION BY BOX 3000 PSI TELP 0765 - 439540
DEVIASI OF CONCRETE MIXTURE
AMERICAN CONCRETE INSTITUTE ( ACI )
NO DESCRIPTION VOLUME (M3)
1 CEMENT 279 KG / M3 ₌ 5,58 ≈ 6 Zak 0.1188
2 SAND 931 KG / M3 0.3965
3 GRAVEL 966 KG / M3 0.4114
4 WATER 172 LTR/M3 0.0733
Total ₌ 2348
SUMMARY SITE MIX CONCRETE 3000 PSI / K-225 ( MANUAL MIXS / ACTUAL JOB SITE)
VOLUME (M3)
1 CEMENT ( 1 Zak ) 0.020 0.020
2 SAND ( 2 BOX ) 0.066 M3 0,034
3 GRAVEL ( 2 BOX ) 0.069 M3 0,035
4 WATER 28,67 Liter
PASIR KERIKIL
40 cm 40 cm
20 cm 20
60 cm
60 cm
34 cm 35 cm
FOR CONCRETE FC 3000 PSI
FOR EPC - DURI GATE IMPROVEMENT 125 KM
PREPARED BY RDC QA /QC CHECKED & REVIEWED BY TF APPROVED BY CPI
Roni Putra Edi # 345 Hendra Agus # 20S228 Ivan Robby # 22236Date : Date : Date :
PT DUMAI JAYA BETON JLN SUTAN SYARIF KASIM, DUMAI
5.58
1 M3 /6ZAK SEMEN 1 ZAK
2.5 2.3 TON 2.5 2.3 TON
SEMEN 0.416667 0.383333 0.069444 0.063889
PASIR 0.833333 0.766667 0.138889 0.127778
KERIKIL 1.25 1.15 0.208333 0.191667
2.5 2.3 TON
28.66667
2.348
2176 2.176 Ton
2348 2.348 Ton
pasir ### ###
agg.kasa ### ###
0.066/2
0.0345 0.022856
0.03428
350
0.03304
Reference By
SITE MIX APPLICATION
COMPOSITION BY BOX 3000 PSI
DEVIASI OF CONCRETE MIXTURE
AMERICAN CONCRETE INSTITUTE ( ACI )
NO DESCRIPTION VOLUME (M3)
1 CEMENT 320 KG / M3 ₌6,40 ≈ 6,5 Zak 0.1363
2 SAND 692 KG / M3 0.2947
3 GRAVEL 1176 KG / M3 0.5009
4 WATER 160 LTR/M3 0.0681
Total ₌ 2348
SUMMARY SITE MIX CONCRETE 3000 PSI / K-225 ( MANUAL MIXS / ACTUAL JOB SITE)
VOLUME (M3)
1 CEMENT ( 1 Zak ) 0.021 0.0210
2 SAND ( 2 BOX ) 0.045 M3 0.0227
3 GRAVEL ( 3 BOX ) 0.077 M3 0.0257
4 WATER 24,615 Liter
PASIR KERIKIL
30 cm 30 cm
19 cm 18
50 cm
50 cm
30 cm 35 cm
FOR CONCRETE FC 3000 PSI
FOR EPC - DURI GATE IMPROVEMENT 125 KM
PREPARED BY RDC QA /QC CHECKED & REVIEWED BY TF APPROVED BY CPI
PT. MITRA SUKSES WIJAYA BETON PERAWANG
Roni Putra Edi # 345 Hendra Agus # 20S228 Ivan Robby # 22236Date : Date : Date :
6.4
1 M3 /6ZAK SEMEN 1 ZAK
2.5 2.3 TON 2.5 2.3 TON
SEMEN 0.416667 0.383333 0.069444 0.063889
PASIR 0.833333 0.766667 0.138889 0.127778
KERIKIL 1.25 1.15 0.208333 0.191667
2.5 2.3 TON
6.4 26.66667
2.348
2188 2.188 Ton
2348 2.348 Ton
pasir ### ###
agg.kasa ### ###
0.066/2
0.0345 0.0257
0.03855
350
0.02265
Reference By
SITE MIX APPLICATION
COMPOSITION BY BOX 4000 PSI TELP 0765 - 439540
DEVIASI OF CONCRETE MIXTURE
AMERICAN CONCRETE INSTITUTE ( ACI )
NO DESCRIPTION VOLUME (M3)
1 CEMENT 348 KG / M3 6.96 ≈ 7 Zak 0.1456
2 SAND 881 KG / M3 0.3686
3 GRAVEL 965 KG / M3 0.4038
4 WATER 196 LTR/M3 0.0820
Total ₌ 2390
SUMMARY SITE MIX CONCRETE 4000 PSI / K-300 ( MANUAL MIXS / ACTUAL JOB SITE)
VOLUME (M3)
1 CEMENT ( 1 Zak ) 0.021 0.021
2 SAND ( 2 BOX ) 0.053 M3 0.0263
3 GRAVEL ( 2 BOX ) 0.058 M3 0.0288
4 WATER 28.00 Liter
PASIR KERIKIL
35 cm 35
19 cm 19
55 cm
55 cm
30,5 cm 33,5 cm
FOR CONCRETE fc' 4000 PSI
FOR EPC - DURI GATE IMPROVEMENT 125 KM
PREPARED BY RDP - QA /QC CHECKED & REVIEWED BY TF APPROVED BY CPI
Paul Agustin #542 Hendra Agus # 20S228 Palkius Simamora #53039Date : Date : Date :
PT DUMAI JAYA BETON JLN SUTAN SYARIF KASIM, DUMAI
6.96
1 M3 /6ZAK SEMEN 1 ZAK
2.5 2.3 TON 2.5 2.3 TON
SEMEN 0.416667 0.383333 0.069444 0.063889
PASIR 0.833333 0.766667 0.138889 0.127778
KERIKIL 1.25 1.15 0.208333 0.191667
2.5 2.3 TON
32.66667
2.39
2194 2.194 Ton
2390 2.39 Ton
pasir ### ###
agg.kasa ### ###
0.066/2
0.0345 0.019227
0.02884
350
0.02633
260775