7/29/2019 Normal Mixes

1/18

MIX DESIGN DETAILS

Unit

kg 0.0571

kg 0.0000

kg 0.0000

kg 0.1710

kg 0.2583

kg 0.1315

kg 0.2519

kg 0.1161

3.0 - 4.5 lit 0.0030

lit 0.0002

0.0000

Density kg/m 1.001

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.6% 100%

10.00 mm 13% 99% 100% 70.0% 100%

5.00 mm 1% 24% 100% 52.9% 100.0%

2.36 mm 5% 100% 39.0% 78.7%

1.18 mm 1% 100% 27.5% 56.7%

0.60 mm 100% 22.1% 45.7%

0.30 mm 96% 19.2% 39.7%

0.15 mm 44% 10.0% 20.6%

Fine Agg. Breakdown 31.3%

Agg. Breakdown 34.2% 17.4% 15.2%

Notes:

For Al Falah Ready Mix

10 N/mm

C10/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

180

ELKEM 0.0%

33.3%

69%

2.1%

0.1%

15.2%

AGGREGATES

68.7%

10%

Water Permeability to DIN

1048, mm

100% Rapid Chloride Permeability to

ASTM C1202, Coulombs

30 minute Water Absorption to

BS 1881 Part 122, %N/A

N/A

100%

100%

100%

21%

37%

100%

N/A

ISAT to BS 1881 Part 5,

ml/m.sec

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

14%

Combined

Fine

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 1 R0 Date : 07th February 20

STANDARD MIXESConsultant

GGBS (Slag)

Microsilica

Design Slump, mm

Material Source

100 25

GCC - RAK

0.0%

Sodamco/Fosroc

Al Ain

Sodamco/FosrocAdmix, CF555 or SP495X

Natural Dune Sand

0.950

34.2%

17.4%

310

680

355Lime Stone - RAK

700

171

-

5mm Crushed Sand 33.3%Lime Stone - RAK

Material Description

Cement (CEM 1)

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

ADWEA - Abu Dhabi

Lime Stone - RAK

N/A

Strength Grade, Cube

Type / Area of Application

2400

0.2

0-5mm

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

2/18

MIX DESIGN DETAILS

Unit

kg 0.0667

kg 0.0000

kg 0.0000

kg 0.1680

kg 0.2583

kg 0.1296

kg 0.2493

kg 0.1142

3.0 - 4.5 lit 0.0030

lit 0.0002

0.0000

Density kg/m 1.001

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.5% 100%

10.00 mm 13% 99% 100% 69.8% 100%

5.00 mm 1% 24% 100% 52.7% 100.0%

2.36 mm 5% 100% 38.8% 78.7%

1.18 mm 1% 100% 27.3% 56.6%

0.60 mm 100% 22.0% 45.6%

0.30 mm 96% 19.1% 39.6%

0.15 mm 44% 9.9% 20.6%

Fine Agg. Breakdown 31.2%

Agg. Breakdown 34.5% 17.3% 15.0%

Notes:

For Al Falah Ready Mix

Consultant

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

2410

0.2

0-5mm

AGGREGATES

100%

100%

100%

ADWEA - Abu Dhabi

Lime Stone - RAK

350Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

305

Sodamco/Fosroc

Microsilica

Design Slump, mm

GCC - RAK

-

6735mm Crushed Sand 33.2%Lime Stone - RAK

0.800

17.3%

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 2 R0 Date : 07th February 20

Material Source

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

210

700

N/A

0.0%

Combined

Fine

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results

ISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

68.8%

10%

14%

168

34.5%

69%

1.8%

0.1%

15.0%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

100 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/A

30 minute Water Absorption to

BS 1881 Part 122, %

0.0%

33.2%

21%

37%

15 N/mm

C15/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

3/18

MIX DESIGN DETAILS

Unit

kg 0.0794

kg 0.0000

kg 0.0000

kg 0.1630

kg 0.2583

kg 0.1296

kg 0.2444

kg 0.1105

3.0 - 4.5 lit 0.0030

lit 0.0002

0.0000

Density kg/m 1.000

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.3% 100%

10.00 mm 13% 99% 100% 69.5% 100%

5.00 mm 1% 24% 100% 52.2% 100.0%

2.36 mm 5% 100% 38.3% 78.6%

1.18 mm 1% 100% 26.9% 56.5%

0.60 mm 100% 21.6% 45.4%

0.30 mm 96% 18.7% 39.3%

0.15 mm 44% 9.8% 20.5%

Fine Agg. Breakdown 30.9%

Agg. Breakdown 34.9% 17.5% 14.7%

Notes:

For Al Falah Ready Mix

1.5%

C20/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

GCC - RAK

-

0.1%

14.7%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

100 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/AISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

69.1%

10%

14%

69%

30 minute Water Absorption to

BS 1881 Part 122, %

21%

37%

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results32.9%

Design Slump, mm

20 N/mm

N/A

0.0%

Combined

Fine

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

Material Source

250

700

163

0.0%Microsilica

34.9%

0.652

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

Consultant

Client

Mix Reference: AFRM/AUH/QCM/MD08/000- 3 R0 Date : 07th February 20

6605mm Crushed Sand 32.9%Lime Stone - RAK

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

17.5%

ADWEA - Abu Dhabi

Lime Stone - RAK

350Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

295

Sodamco/Fosroc

2422

0.2

0-5mm

AGGREGATES

100%

100%

100%

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

4/18

MIX DESIGN DETAILS

Unit

kg 0.0873

kg 0.0000

kg 0.0000

kg 0.1650

kg 0.2546

kg 0.1296

kg 0.2426

kg 0.1067

3.0 - 4.5 lit 0.0030

lit 0.0002

0.0000

Density kg/m 1.001

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.3% 100%

10.00 mm 13% 99% 100% 69.5% 100%

5.00 mm 1% 24% 100% 52.1% 100.0%

2.36 mm 5% 100% 38.1% 78.4%

1.18 mm 1% 100% 26.6% 56.1%

0.60 mm 100% 21.3% 44.9%

0.30 mm 96% 18.4% 38.9%

0.15 mm 44% 9.6% 20.3%

Fine Agg. Breakdown 30.3%

Agg. Breakdown 34.8% 17.7% 14.4%

Notes:

For Al Falah Ready Mix

Consultant

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

2424

0.2

0-5mm

AGGREGATES

100%

100%

100%

ADWEA - Abu Dhabi

Lime Stone - RAK

350Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

285

Sodamco/Fosroc

Microsilica

Design Slump, mm

GCC - RAK

-

6555mm Crushed Sand 33.1%Lime Stone - RAK

0.600

17.7%

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 4 R0 Date : 07th February 20

Material Source

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

275

690

N/A

0.0%

Combined

Fine

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results

ISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

69.7%

10%

14%

165

34.8%

69%

1.4%

0.1%

14.4%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

100 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/A

30 minute Water Absorption to

BS 1881 Part 122, %

0.0%

33.1%

21%

37%

20 N/mm

C25/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

5/18

MIX DESIGN DETAILS

Unit

kg 0.1032

kg 0.0000

kg 0.0000

kg 0.1630

kg 0.2509

kg 0.1259

kg 0.2370

kg 0.1049

3.5 - 5.0 lit 0.0035

lit 0.0002

0.0000

Density kg/m 1.001

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.7% 100%

14.00 mm 58% 100% 100% 85.3% 100%

10.00 mm 13% 99% 100% 69.3% 100%

5.00 mm 1% 24% 100% 52.0% 100.0%

2.36 mm 5% 100% 38.1% 78.4%

1.18 mm 1% 100% 26.6% 56.2%

0.60 mm 100% 21.4% 45.0%

0.30 mm 96% 18.5% 39.0%

0.15 mm 44% 9.6% 20.3%

Fine Agg. Breakdown 30.4%

Agg. Breakdown 35.1% 17.5% 14.4%

Notes:

For Al Falah Ready Mix

1.3%

C30/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

GCC - RAK

-

0.1%

14.4%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

100 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/AISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

69.6%

10%

14%

69%

30 minute Water Absorption to

BS 1881 Part 122, %

21%

37%

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results33.0%

Design Slump, mm

30 N/mm

N/A

0.0%

Combined

Fine

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

Material Source

325

680

163

0.0%Microsilica

35.1%

0.502

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

Consultant

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 5 R0 Date : 07th February 20

6405mm Crushed Sand 33.0%Lime Stone - RAK

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

17.5%

ADWEA - Abu Dhabi

Lime Stone - RAK

340Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

280

Sodamco/Fosroc

2432

0.2

0-5mm

AGGREGATES

100%

100%

100%

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

6/18

MIX DESIGN DETAILS

Unit

kg 0.1190

kg 0.0000

kg 0.0000

kg 0.1630

kg 0.2472

kg 0.1222

kg 0.2307

kg 0.1030

3.5 - 5.0 lit 0.0035

lit 0.0002

0.0000

Density kg/m 1.001

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.2% 100%

10.00 mm 13% 99% 100% 69.1% 100%

5.00 mm 1% 24% 100% 51.8% 100.0%

2.36 mm 5% 100% 38.0% 78.5%

1.18 mm 1% 100% 26.6% 56.3%

0.60 mm 100% 21.4% 45.2%

0.30 mm 96% 18.5% 39.1%

0.15 mm 44% 9.7% 20.4%

Fine Agg. Breakdown 30.6%

Agg. Breakdown 35.3% 17.4% 14.5%

Notes:

For Al Falah Ready Mix

Consultant

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

2440

0.2

0-5mm

AGGREGATES

100%

100%

100%

ADWEA - Abu Dhabi

Lime Stone - RAK

330Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

275

Sodamco/Fosroc

Microsilica

Design Slump, mm

GCC - RAK

-

6235mm Crushed Sand 32.8%Lime Stone - RAK

0.435

17.4%

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 6 R0 Date : 07th February 20

Material Source

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

375

670

N/A

0.0%

Combined

Fine

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results

ISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

69.4%

10%

14%

163

35.3%

69%

1.1%

0.1%

14.5%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

125 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/A

30 minute Water Absorption to

BS 1881 Part 122, %

0.0%

32.8%

21%

37%

35 N/mm

C35/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

7/18

MIX DESIGN DETAILS

Unit

kg 0.1270

kg 0.0000

kg 0.0000

kg 0.1600

kg 0.2472

kg 0.1259

kg 0.2185

kg 0.1049

4.0 - 6.0 lit 0.0040

lit 0.0002

0.0000

Density kg/m 1.000

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.0% 100%

10.00 mm 13% 99% 100% 68.8% 100%

5.00 mm 1% 24% 100% 51.0% 100.0%

2.36 mm 5% 100% 37.4% 79.0%

1.18 mm 1% 100% 26.5% 57.3%

0.60 mm 100% 21.5% 46.4%

0.30 mm 96% 18.7% 40.4%

0.15 mm 44% 9.7% 20.9%

Fine Agg. Breakdown 32.2%

Agg. Breakdown 35.6% 18.1% 14.9%

Notes:

For Al Falah Ready Mix

1.3%

C40/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

GCC - RAK

-

0.1%

14.9%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

125 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/AISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

67.8%

10%

14%

69%

30 minute Water Absorption to

BS 1881 Part 122, %

21%

37%

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results31.4%

Design Slump, mm

40 N/mm

N/A

0.0%

Combined

Fine

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

Material Source

400

670

160

0.0%Microsilica

35.6%

0.400

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

Consultant

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 7 R0 Date : 07th February 20

5905mm Crushed Sand 31.4%Lime Stone - RAK

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

18.1%

ADWEA - Abu Dhabi

Lime Stone - RAK

340Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

280

Sodamco/Fosroc

2445

0.2

0-5mm

AGGREGATES

100%

100%

100%

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

8/18

MIX DESIGN DETAILS

Unit

kg 0.1302

kg 0.0000

kg 0.0000

kg 0.1560

kg 0.2472

kg 0.1278

kg 0.2185

kg 0.1049

4.5 - 6.0 lit 0.0045

lit 0.0002

0.0000

Density kg/m 1.001

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.0% 100%

10.00 mm 13% 99% 100% 68.9% 100%

5.00 mm 1% 24% 100% 50.9% 100.0%

2.36 mm 5% 100% 37.4% 79.0%

1.18 mm 1% 100% 26.4% 57.3%

0.60 mm 100% 21.4% 46.4%

0.30 mm 96% 18.6% 40.4%

0.15 mm 44% 9.7% 20.9%

Fine Agg. Breakdown 32.2%

Agg. Breakdown 35.5% 18.3% 14.9%

Notes:

For Al Falah Ready Mix

Consultant

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

2457

0.2

0-5mm

AGGREGATES

100%

100%

100%

ADWEA - Abu Dhabi

Lime Stone - RAK

345Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

280

Sodamco/Fosroc

Microsilica

Design Slump, mm

GCC - RAK

-

5905mm Crushed Sand 31.3%Lime Stone - RAK

0.380

18.3%

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 8 R0 Date : 07th February 20

Material Source

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

410

670

N/A

0.0%

Combined

Fine

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results

ISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

67.8%

10%

14%

156

35.5%

69%

1.3%

0.1%

14.9%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

125 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/A

30 minute Water Absorption to

BS 1881 Part 122, %

0.0%

31.3%

21%

37%

45 N/mm

C45/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

9/18

MIX DESIGN DETAILS

Unit

kg 0.1333

kg 0.0000

kg 0.0000

kg 0.1510

kg 0.2472

kg 0.1296

kg 0.2185

kg 0.1049

4.5 - 7.0 lit 0.0045

lit 0.0002

0.0000

Density kg/m 1.001

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.1% 100%

10.00 mm 13% 99% 100% 69.0% 100%

5.00 mm 1% 24% 100% 50.8% 100.0%

2.36 mm 5% 100% 37.3% 79.0%

1.18 mm 1% 100% 26.4% 57.3%

0.60 mm 100% 21.4% 46.4%

0.30 mm 96% 18.6% 40.4%

0.15 mm 44% 9.6% 20.9%

Fine Agg. Breakdown 32.2%

Agg. Breakdown 35.4% 18.5% 14.8%

Notes:

For Al Falah Ready Mix

1.4%

C50/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

GCC - RAK

-

0.1%

14.8%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

125 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/AISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

67.8%

10%

14%

69%

30 minute Water Absorption to

BS 1881 Part 122, %

21%

37%

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results31.2%

Design Slump, mm

50 N/mm

N/A

0.0%

Combined

Fine

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

Material Source

420

670

151

0.0%Microsilica

35.4%

0.360

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

Consultant

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 9 R0 Date : 07th February 20

5905mm Crushed Sand 31.2%Lime Stone - RAK

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

18.5%

ADWEA - Abu Dhabi

Lime Stone - RAK

350Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

280

Sodamco/Fosroc

2467

0.2

0-5mm

AGGREGATES

100%

100%

100%

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

10/18

MIX DESIGN DETAILS

Unit

kg 0.1365

kg 0.0000

kg 0.0000

kg 0.1480

kg 0.2472

kg 0.1278

kg 0.2185

kg 0.1049

4.5 - 7.0 lit 0.0045

lit 0.0002

0.0000

Density kg/m 1.000

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.0% 100%

10.00 mm 13% 99% 100% 68.9% 100%

5.00 mm 1% 24% 100% 50.9% 100.0%

2.36 mm 5% 100% 37.4% 79.0%

1.18 mm 1% 100% 26.4% 57.3%

0.60 mm 100% 21.4% 46.4%

0.30 mm 96% 18.6% 40.4%

0.15 mm 44% 9.7% 20.9%

Fine Agg. Breakdown 32.2%

Agg. Breakdown 35.5% 18.3% 14.9%

Notes:

For Al Falah Ready Mix

Consultant

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

2469

0.2

0-5mm

AGGREGATES

100%

100%

100%

ADWEA - Abu Dhabi

Lime Stone - RAK

345Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

280

Sodamco/Fosroc

Microsilica

Design Slump, mm

GCC - RAK

-

5905mm Crushed Sand 31.3%Lime Stone - RAK

0.344

18.3%

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 10 R0 Date : 07th February 20

Material Source

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

430

670

N/A

0.0%

Combined

Fine

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results

ISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

67.8%

10%

14%

148

35.5%

69%

1.3%

0.1%

14.9%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

125 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/A

30 minute Water Absorption to

BS 1881 Part 122, %

0.0%

31.3%

21%

37%

55 N/mm

C55/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

11/18

MIX DESIGN DETAILS

Unit

kg 0.1429

kg 0.0000

kg 0.0000

kg 0.1460

kg 0.2454

kg 0.1259

kg 0.2270

kg 0.1067

5.0 - 8.0 lit 0.0050

lit 0.0002

0.0000

Density kg/m 1.011

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.6% 100%

14.00 mm 58% 100% 100% 85.3% 100%

10.00 mm 13% 99% 100% 69.4% 100%

5.00 mm 1% 24% 100% 51.8% 100.0%

2.36 mm 5% 100% 38.1% 78.8%

1.18 mm 1% 100% 26.9% 57.0%

0.60 mm 100% 21.7% 46.1%

0.30 mm 96% 18.9% 40.0%

0.15 mm 44% 9.8% 20.8%

Fine Agg. Breakdown 31.7%

Agg. Breakdown 34.9% 17.9% 15.0%

Notes:

For Al Falah Ready Mix

1.4%

C60/20

0

Mix Breakdown

100.0%

GCC - RAK

Qty / m

0

GCC - RAK

-

0.1%

15.0%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

125 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/AISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

68.3%

10%

14%

69%

30 minute Water Absorption to

BS 1881 Part 122, %

21%

37%

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results32.2%

Design Slump, mm

60 N/mm

N/A

0.0%

Combined

Fine

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

Material Source

450

665

146

0.0%Microsilica

34.9%

0.324

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

Consultant

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 11 R0 Date : 07th February 20

6135mm Crushed Sand 32.2%Lime Stone - RAK

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

17.9%

ADWEA - Abu Dhabi

Lime Stone - RAK

340Lime Stone - RAK

100%

100%

Al Ain

Sodamco/Fosroc

285

Sodamco/Fosroc

2505

0.2

0-5mm

AGGREGATES

100%

100%

100%

Sieve Sizes

Admix, CF555 or SP495X (@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, CF555 or SP495X

Natural Dune Sand

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

12/18

MIX DESIGN DETAILS

Unit

kg 0.1429

kg 0.0000

kg 0.0080

kg 0.1460

kg 0.2454

kg 0.1241

kg 0.2241

kg 0.1030

5.0 - 8.0 lit 0.0050

lit 0.0002

0.0000

Density kg/m 1.011

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.7% 100%

14.00 mm 58% 100% 100% 85.2% 100%

10.00 mm 13% 99% 100% 69.1% 100%

5.00 mm 1% 24% 100% 51.4% 100.0%

2.36 mm 5% 100% 37.7% 78.7%

1.18 mm 1% 100% 26.5% 56.7%

0.60 mm 100% 21.4% 45.7%

0.30 mm 96% 18.6% 39.6%

0.15 mm 44% 9.7% 20.6%

Fine Agg. Breakdown 31.3%

Agg. Breakdown 35.4% 17.8% 14.6%

Notes:

For Al Falah Ready Mix

Consultant

Sieve Sizes

Admix, Glenium B250(@site if

needed)

Additive 3

Free Water, w/c

20mm Crushed Agg.

10mm Crushed Agg.

Admix, Glenium B250

Natural Dune Sand

2502

0.2

0-5mm

AGGREGATES

100%

100%

100%

ADWEA - Abu Dhabi

Lime Stone - RAK

335Lime Stone - RAK

100%

100%

Al Ain

BASF

275

BASF

Microsilica

Design Slump, mm

GCC - RAK

-

6055mm Crushed Sand 32.2%Lime Stone - RAK

0.311

17.8%

Client

Mix Reference: AFRM/AUH/QCM/MD09/000- 12 R0 Date : 07th February 20

Material Source

ELKEM

Strength Grade, Cube

Type / Area of Application

Material Description

Cement (CEM 1)

GGBS (Slag)

DURABILITY SPECIFICATION (if applicable)

LIMITSTEST DESCRIPTION

Combined

Aggregate

CONCRETE MIX DESIGN

Mix Description

Location

Contractor

Project

The moisture content of aggregates is checked twice daily or else when required.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The slump of concrete delivered to site is as per BS 5328 part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

450

665

N/A

0.0%

Combined

Fine

Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results

ISAT to BS 1881 Part 5,

ml/m.sec

Water Permeability to DIN

1048, mm

N/A

N/A

68.8%

10%

14%

146

35.4%

69%

1.4%

0.1%

14.6%

STANDARD MIXES

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

150 25

Rapid Chloride Permeability to

ASTM C1202, Coulombs

N/A

30 minute Water Absorption to

BS 1881 Part 122, %

4.3%

32.2%

21%

37%

70 N/mm

C70/20

20

Mix Breakdown

95.7%

GCC - RAK

Qty / m

0

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

13/18

MIX DESIGN DETAILS

Unit

kg 0.0571

kg 0.0759

kg 0.0000

kg 0.1400

kg 0.2620

kg 0.1167

kg 0.2278

kg 0.0974

5.0 - 8.0 lit 0.0050

lit 0.0002

0.0000

Density kg/m 0.994

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.7% 100%

14.00 mm 58% 100% 100% 84.3% 100%

10.00 mm 13% 99% 100% 67.3% 100%

5.00 mm 1% 24% 100% 50.4% 100.0%

2.36 mm 5% 100% 36.8% 78.2%

1.18 mm 1% 100% 25.7% 55.7%

0.60 mm 100% 20.5% 44.5%

0.30 mm 96% 17.7% 38.4%

0.15 mm 44% 9.3% 20.1%

Fine Agg. Breakdown 29.7%

Agg. Breakdown 37.4% 16.6% 13.7%

Notes:

For Al Falah Ready Mix

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

32.4%

100% 30 minute Water Absorption to

BS 1881 Part 122, %N/A

69%

The slump of concrete delivered to site is as per BS 5328 part 4.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The moisture content of aggregates is checked twice daily or else when required.

14%

10%

70.3%Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results

37% ISAT to BS 1881 Part 5,

ml/m.secN/A

21%

100% Rapid Chloride Permeability to

ASTM C1202, CoulombsN/A

100%

100% Water Permeability to DIN

1048, mmN/A

100%

2446

Sieve Sizes

AGGREGATESCombined

Aggregate

Combined

Fine

DURABILITY SPECIFICATION (if applicable)

0-5mm TEST DESCRIPTION LIMITS

Admix, CF555 or SP495X (@site if

needed)Sodamco/Fosroc 0.2 0.1%

Additive 3

Natural Dune Sand Al Ain 260 13.7%

Admix, CF555 or SP495X Sodamco/Fosroc 1.6%

10mm Crushed Agg. Lime Stone - RAK 315 16.6%

5mm Crushed Sand Lime Stone - RAK 615 32.4%

Free Water, w/c ADWEA - Abu Dhabi 140 0.350

20mm Crushed Agg. Lime Stone - RAK 710 37.4%

Microsilica ELKEM 0 0.0%

Cement (CEM 1) GCC - RAK 180 45.0%

GGBS (Slag) GCC - RAK 220 55.0%

Design Slump, mm 125 25

Material Description Material Source Qty / m Mix Breakdown

Mix Description C35/20

Strength Grade, Cube 35 N/mm

Type / Area of Application -

Contractor

Location

Baniyas Concrete Products LLC

CONCRETE MIX DESIGN

Mix Reference: AFRM/AUH/QCM/MD09/000- 6 R0 Date : 17th February 20

Project

Client

Consultant

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

14/18

MIX DESIGN DETAILS

Unit

kg 0.1222

kg 0.0000

kg 0.0000

kg 0.1630

kg 0.1624

kg 0.1889

kg 0.1963

kg 0.1498

5.0 - 10.0 lit 0.0050

lit 0.0002

0.0000

Density kg/m 1.000

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 99% 100% 100% 99.8% 100%

14.00 mm 58% 100% 100% 90.2% 100%

10.00 mm 13% 99% 100% 79.4% 100%

5.00 mm 1% 24% 100% 56.2% 100.0%

2.36 mm 5% 100% 42.1% 82.3%

1.18 mm 1% 100% 31.7% 64.1%

0.60 mm 100% 27.2% 55.0%

0.30 mm 96% 24.4% 49.3%

0.15 mm 44% 12.2% 24.6%

Fine Agg. Breakdown 43.0%

Agg. Breakdown 23.4% 27.1% 21.3%

Notes:

For Al Falah Ready Mix

Contractor

Location

Cash Customer

CONCRETE MIX DESIGN

Mix Reference: AFRM/AUH/QCM/MD09/000- 6 R0 Date : 07th February

Project

Client

Consultant

Hasan Al Hidasi Gen, Cont.

Mix Description C35/20

Strength Grade, Cube 35 N/mm

Type / Area of Application -

Design Slump, mm 125 25

Material Description Material Source Qty / m Mix Breakdown

Cement (SRC) GCC - RAK 385 100.0%

GGBS (Slag) GCC - RAK 0 0.0%Microsilica ELKEM 0 0.0%

Free Water, w/c ADWEA - Abu Dhabi 163 0.423

20mm Crushed Agg. Lime Stone - RAK 440 23.4%

10mm Crushed Agg. Lime Stone - RAK 510 27.1%

5mm Crushed Sand Lime Stone - RAK 530 28.2%

Natural Dune Sand Al Ain 400 21.3%

Admix, CF555 or SP495X Sodamco/Fosroc 1.9%

LIMITS

Admix, CF555 or SP495X (@site if

needed)Sodamco/Fosroc 0.2 0.1%

Additive 3

N/A100%

2434

Sieve Sizes

AGGREGATESCombined

Aggregate

Combined

Fine

DURABILITY SPECIFICATION (if applicable

0-5mm TEST DESCRIPTION

37% ISAT to BS 1881 Part 5,

ml/m.secN/A

21%

100% Rapid Chloride Permeability to

ASTM C1202, CoulombsN/A

100%

100% Water Permeability to DIN

1048, mm

The slump of concrete delivered to site is as per BS 5328 part 4.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The moisture content of aggregates is checked twice daily or else when required.

14%

10%

57.0%Note: Durability and compressive strength of concr

containing GGBS is based on 56 day test results

Abu Al Abead

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

28.2%

100% 30 minute Water Absorption to

BS 1881 Part 122, %N/A

69%

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

15/18

MIX DESIGN DETAILS

Unit

kg 0.1333

kg 0.0000

kg 0.0000

kg 0.1600

kg 0.2214

kg 0.1345

kg 0.2222

kg 0.1136

4.0 - 6.0 lit 0.0040

lit 0.0002

0.0000

Density kg/m 1.001

20mm 10mm Dune Sand

37.50 mm 100% 100% 100% 100.0% 100%

20.00 mm 95% 100% 100% 98.4% 100%

14.00 mm 56% 100% 100% 85.6% 100%

10.00 mm 15% 89% 100% 70.0% 100%

5.00 mm 2% 9% 100% 48.5% 96.7%

2.36 mm 1% 1% 100% 37.3% 78.0%

1.18 mm 100% 29.8% 62.7%

0.60 mm 100% 25.1% 52.7%

0.30 mm 94% 20.6% 43.3%

0.15 mm 39% 10.0% 21.0%

Fine Agg. Breakdown 33.3%

Agg. Breakdown 32.8% 19.6% 15.9%

Notes:

For Al Falah Ready Mix

The strength indicated is a 150 mm cube strength, the acceptance criteria of strength will be as per BS 5328 Part 4.

The Quantities indicated in the mix design above are for one cubic meter of concrete.

The slump of concrete delivered to site is as per BS 5328 part 4.

The dosage of admixture is varied as per the working conditions within the manufacturer recommendations.

The moisture content of aggregates is checked twice daily or else when required.

18%

12%

66.7%Note: Durability and compressive strength of concre

containing GGBS is based on 56 day test results31.8%

95% 30 minute Water Absorption to

BS 1881 Part 122, %N/A

67%

44% ISAT to BS 1881 Part 5,

ml/m.secN/A

29%

100% Rapid Chloride Permeability to

ASTM C1202, CoulombsN/A

100%

100% Water Permeability to DIN

1048, mmN/A

100%

2475

Sieve Sizes

AGGREGATESCombined

Aggregate

Combined

Fine

DURABILITY SPECIFICATION (if applicable)

0-5mm TEST DESCRIPTION LIMITS

Admix, CF555 or SP495X (@site if

needed)Sodamco/Fosroc 0.2 0.1%

Additive 3

Natural Dune Sand Al Ain 300 15.9%

Admix, CF555 or SP495X Sodamco/Fosroc 1.2%

10mm Crushed Agg. Lime Stone - RAK 370 19.6%

5mm Crushed Sand Lime Stone - RAK 600 31.7%

Free Water, w/c ADWEA - Abu Dhabi 160 0.381

20mm Crushed Agg. Lime Stone - RAK 620 32.8%

Microsilica ELKEM 0 0.0%

Cement (CEM 1) GCC - RAK 420 100.0%

GGBS (Slag) GCC - RAK 0 0.0%

Design Slump, mm 125 25

Material Description Material Source Qty / m Mix Breakdown

Mix Description C40/20

Strength Grade, Cube 40 N/mm

Type / Area of Application -

CONCRETE MIX DESIGN

Mix Reference: AFRM/AUH/QCM/MD09/000- 7 R0 Date : 07th February 20

Project

STANDARD MIXES

Client

Consultant

Contractor

Location

0

10

20

30

40

50

60

70

80

90

100

0.1 1 10

%P

ASSING

BS SIEVE

Combined Grading Curve

0

10

20

30

40

50

60

70

80

90

100

0.1 1

%P

ASSING

BS SIEVE

Fine Agg Combined Grading

7/29/2019 Normal Mixes

16/18

ITEM STRUCTURE DESIGN STRENGTH (Mpa) REQUIRED SLUMP (mm)

1.0 FOOTINGS 40 Mpa 125 +/- 25mm

2.0 PEDESTAL 40 Mpa 125 +/- 25mm

3.0 GRADE BEAMS 40 Mpa 125 +/- 25mm

4.0 SLAB ON GRADE 20 Mpa 100 +/- 25mm

5.0 COLUMNS 40 Mpa 150 +/- 25mm

6.0 BEAMS / ROOF SLAB 35 Mpa 175 +/- 25mm

7.0 RETAINING WALLS 40 Mpa 175 +/- 25mm

8.0 PILE CAP 40 Mpa 200 +/- 25mm

7/29/2019 Normal Mixes

17/18

REQUIRED TEMP.(oC) 3 DAYS (52%) 7 DAYS (81%) 14 DAYS (89%) 21 DAYS (96%)

250C - 32

0C 20.8 32.4 35.6 38.4

250C - 32

0C 20.8 32.4 35.6 38.4

250C - 320C 20.8 32.4 35.6 38.4

250C - 32

0C 10.4 16.2 17.8 19.2

250C - 32

0C 20.8 32.4 35.6 38.4

250C - 32

0C 18.2 28.3 31.15 33.6

250C - 32

0C 20.8 32.4 35.6 38.4

250C - 32

0C 20.8 32.4 35.6 38.4

REQUIRED STRENGTH (Mpa)

7/29/2019 Normal Mixes

18/18

28 DAYS (100%)

40

40

40

20

40

35

40

40