concrete mix design

CONCRETE MIX DESIGN

CONCRETE CLASS OPC POST TENSIONED 50/20

DATE 2/15/2007

1.OP Cement 420.000 kg

OP Cement S.G. 3.150

Microsilica 30.000 kg

Microsilica S.G. 2.350

Cementious Mat volume 0.146 m3

2. Water Cementious Mat ratio 0.320

Water volume 0.144 m3

Glenium 110M

3. Admixture Glenium 110M 4.400

Glenium 110M S.G. 1.096 ltr

Dosage 1.03% 4.822

Glenium 110M volume 0.004 m3

kg

4. Volume of Air Voids 0.008 m3

0.8%

8.000

Volume of Paste 0.302 m3

5. Volume of Aggregates 0.698 m3

20 mm 691.937 kg 34.0%

10 mm 422.278 kg 20.7%

Qatar sand 823.614 kg 45.3%

1937.829 kg 100.0%

5a. 20mm

S.G. SSD 2.917

water absorption 0.647 %

moisture content 0.36 %

uncorrected

volume 0.249 m3

weight 726.672 kg

5b. 10mm

S.G.SSD 2.924



uncorrected

volume 0.152 m3

weight 444.541 kg

5c. Qatar Sand

S.G. SSD 2.606



uncorrected

volume 0.297 m3

weight 772.741 kg

VOLUME TOTALS

uncorrected corrected

OP Cement + Microsilica 0.146 0.146 m3

Water 0.144 0.164 m3

Glenium 110M 0.004 0.004 m3

Air Voids 0.008 0.008 m3

20 mm Aggregate 0.249 0.242 m3


Qatar Sand 0.297 0.288 m3

1.000 1.000 m3

Absorbed Water

20 mm Aggregate 4.702 kg


Qatar Sand 11.267 kg

Weight of absorbed water 19.907 kg

Volume of absorbed water 0.020 m3

Corrected Volume of Paste 0.322 m3

Corrected Volume of Aggregate 0.678 m3

WEIGHT TOTALS Moisture Moisture

uncorrected Content corrected

OP Cement + Microsilica 450.0 450.0 450.0

Water 144.0 58.8 105.1

Glenium 110M 4.635 4.635 4.635

20 mm Aggregate 726.7 2.6 729.3

10 mm Aggregate 444.5 6.8 451.3

Qatar Sand 772.7 49.5 822.2

TOTALS 2542.6 2562.5

W/C 0.320 Glenium 110M 1.03%

For The Contractor: For The Engineer:

Date________________Date________________

50 / 20 POST TENSIONED CONCRETE

Date: 15/02/07

20 mm Gabbro Moisture: 0.36 %


Sand Moisture: 6.40 %

WEIGHT TOTALS Mix Design Absorbed Moisture BATCH

Weights Water Weights WEIGHTS

OPC + Microsilica 450.0 450

Water 144.0 19.9 58.8 105

Glenium 110M 4.6 1.03%

20 mm Aggregate 726.7 4.7 2.6 729

10 mm Aggregate 444.5 3.9 6.8 451

Qatar Sand 772.7 11.3 49.5 822

TOTALS 2542.6 2562

W/C 0.32

Laboratory Engineer

The Pearl Qatar - Roads and Infrastructure

(CP2-1) BRIDGESUsed For:

BS 410

SIEVE SIZE Individual Blended Individual Blended Individual

mm 100.0% 34.0% 100.0% 20.7% 100.0%

0.075 1.1% 0.4% 1.0% 0.2% 2.0%

0.150 1.1% 0.4% 1.0% 0.2% 3.2%

0.300 1.1% 0.4% 1.0% 0.2% 18.2%

0.600 1.1% 0.4% 1.5% 0.3% 59.0%

1.18 1.1% 0.4% 2.1% 0.4% 82.5%

2.36 1.1% 0.4% 2.5% 0.5% 91.1%

5.0 2.5% 0.9% 11.7% 2.4% 97.2%

10.0 8.1% 2.8% 98.2% 20.3% 100.0%

14.0 34.8% 11.8% 100.0% 20.7% 100.0%

20.0 93.1% 31.7% 100.0% 20.7% 100.0%

37.5 100.0% 34.0% 100.0% 20.7% 100.0%

20mm Gabbro 10mm Gabbro Qatar Sand

0.075 0.150

0.600

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

BS 410 Sieve Size, mm

Combined Grading of Coarse and Fine Aggregates used in 50/20 POST TENSIONED Concrete

34.0% 20 mm

20.7% 10 mm

45.3% sand

100.0%

Combined

Grading

Blended SUM

45.3% 100.0%

0.9% 1.5% 0.0% TO 4.0%

1.4% 2.0% 0.0% TO 8.0%

8.2% 8.8%

26.7% 27.4% 10.0% TO 35.0%

37.4% 38.2%

41.3% 42.2%

44.0% 47.3% 35.0% TO 55.0%

45.3% 68.4%

45.3% 77.8%

45.3% 97.7% 95.0% TO 100.0%

45.3% 100.0% 100.0% TO 100.0%

SpecificationQatar Sand

0.600

5.0

20.0 37.5


Combined Grading of Coarse and Fine Aggregates used in 50/20 POST TENSIONED Concrete

CONCRETE MIX DESIGN

CONCRETE CLASS OPC BLINDING

DATE 2/15/2007








Glenium 110M

3. Admixture RHEOBUILD 857 4.400

RHEOBUILD 857 S.G. 1.230 ltr

Dosage 2.00% 5.412

RHEOBUILD 857 volume 0.005 m3

kg


1.0%

8.000



20 mm 739.305 kg 33.5%

10 mm 497.740 kg 22.5%


2104.545 kg 100.0%

5a. 20mm

S.G. SSD 2.917



uncorrected

volume 0.266 m3

weight 775.254 kg

5b. 10mm

S.G.SSD 2.924



uncorrected

volume 0.179 m3

weight 523.195 kg

5c. Qatar Sand

S.G. SSD 2.606



uncorrected

volume 0.312 m3

weight 812.696 kg

VOLUME TOTALS



Water 0.140 0.162 m3

Glenium 110M 0.005 0.005 m3

Air Voids 0.010 0.010 m3




1.000 1.000 m3

Absorbed Water











Water 140.0 65.2 96.3

Glenium 110M 5.600 5.600 5.600

20 mm Aggregate 775.3 5.3 780.5

10 mm Aggregate 523.2 8.0 531.1

Qatar Sand 812.7 52.0 864.7

TOTALS 2536.7 2558.2

W/C 0.500 Rheobuild 857 2.00%


Date________________Date________________

25 / 20 BLINDING CONCRETE

Date: 15/02/07



Qatar Sand Moisture: 6.40 %




Water 140.0 21.5 65.2 96

Rheobuild 857 5.6 2.00%

20 mm Aggregate 775.3 5.0 5.3 781

10 mm Aggregate 523.2 4.6 8.0 531

Qatar Sand 812.7 11.8 52.0 865

TOTALS 2536.7 2558

W/C 0.50

Laboratory Engineer


(CP2-1)Used For:

BS 410


mm 100.0% 33.5% 100.0% 22.5% 100.0%

0.075 1.1% 0.4% 1.0% 0.2% 2.0%

0.150 1.1% 0.4% 1.0% 0.2% 3.2%

0.300 1.1% 0.4% 1.0% 0.2% 18.2%

0.600 1.1% 0.4% 1.5% 0.3% 59.0%

1.18 1.1% 0.4% 2.1% 0.5% 82.5%

2.36 1.1% 0.4% 2.5% 0.6% 91.1%

5.0 2.5% 0.8% 11.7% 2.6% 97.2%

10.0 8.1% 2.7% 98.2% 22.1% 100.0%

14.0 34.8% 11.7% 100.0% 22.5% 100.0%

20.0 93.1% 31.2% 100.0% 22.5% 100.0%

Glenium 110M 37.5 100.0% 33.5% 100.0% 22.5% 100.0%


0.075 0.150

0.600

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%


Combined Grading of Coarse and Fine Aggregates used in 40/20 Reinforced Concrete

33.5% 20 mm

22.5% 10 mm

44.0% sand

100.0%

Combined

Grading

Blended SUM

44.0% 100.0%

0.9% 1.5% 0.0% TO 4.0%

1.4% 2.0% 0.0% TO 8.0%

8.0% 8.6%

26.0% 26.7% 10.0% TO 35.0%

36.3% 37.1%

40.1% 41.0%

42.8% 46.2% 35.0% TO 55.0%

44.0% 68.8%

44.0% 78.2%

44.0% 97.7% 95.0% TO 100.0%

44.0% 100.0% 100.0% TO 100.0%


0.600

5.0

20.0 37.5



CONCRETE MIX DESIGN

CONCRETE CLASS OPC REINFORCED 40/20

DATE 2/15/2007








Glenium 110M



Dosage 0.93% 4.822


kg


1.0%

8.000



20 mm 684.667 kg 33.0%

10 mm 478.337 kg 23.0%


1978.564 kg 100.0%

5a. 20mm

S.G. SSD 2.917



uncorrected

volume 0.246 m3

weight 717.950 kg

5b. 10mm

S.G.SSD 2.924



uncorrected

volume 0.172 m3

weight 502.794 kg

5c. Qatar Sand

S.G. SSD 2.606



uncorrected

volume 0.293 m3

weight 764.028 kg

VOLUME TOTALS



Water 0.139 0.159 m3

Glenium 110M 0.004 0.004 m3

Air Voids 0.010 0.010 m3




1.000 1.000 m3

Absorbed Water











Water 138.6 59.1 99.7

Glenium 110M 3.906 3.906 3.906

20 mm Aggregate 718.0 2.6 720.5

10 mm Aggregate 502.8 7.6 510.4

Qatar Sand 764.0 48.9 812.9

TOTALS 2547.3 2567.5

W/C 0.330 Glenium 110M 0.93%


Date________________Date________________

40 / 20 REINFORCED CONCRETE

Date: 15/02/07







Water 138.6 20.2 59.1 100

Glenium 110M 3.9 0.93%

20 mm Aggregate 718.0 4.6 2.6 721

10 mm Aggregate 502.8 4.5 7.6 510

Qatar Sand 764.0 11.1 48.9 813

TOTALS 2547.3 2568

W/C 0.33

Laboratory Engineer


(CP2-1)Used For:

BS 410


mm 100.0% 33.0% 100.0% 23.0% 100.0%

0.075 1.1% 0.4% 1.0% 0.2% 2.0%

0.150 1.1% 0.4% 1.0% 0.2% 3.2%

0.300 1.1% 0.4% 1.0% 0.2% 18.2%

0.600 1.1% 0.4% 1.5% 0.3% 59.0%

1.18 1.1% 0.4% 2.1% 0.5% 82.5%

2.36 1.1% 0.4% 2.5% 0.6% 91.1%

5.0 2.5% 0.8% 11.7% 2.7% 97.2%

10.0 8.1% 2.7% 98.2% 22.6% 100.0%

14.0 34.8% 11.5% 100.0% 23.0% 100.0%

20.0 93.1% 30.7% 100.0% 23.0% 100.0%

37.5 100.0% 33.0% 100.0% 23.0% 100.0%


0.075 0.150

0.600

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%



33.0% 20 mm

23.0% 10 mm

44.0% sand

100.0%

Combined

Grading

Blended SUM

44.0% 100.0%

0.9% 1.5% 0.0% TO 4.0%

1.4% 2.0% 0.0% TO 8.0%

8.0% 8.6%

26.0% 26.7% 10.0% TO 35.0%

36.3% 37.1%

40.1% 41.0%

42.8% 46.3% 35.0% TO 55.0%

44.0% 69.3%

44.0% 78.5%

44.0% 97.7% 95.0% TO 100.0%

44.0% 100.0% 100.0% TO 100.0%


0.600

5.0

20.0 37.5



CONCRETE MIX DESIGN

CONCRETE CLASS OPC BLINDING

DATE 1/26/2007








Glenium 110M

3. Admixture RHEOBUILD 857 4.400

RHEOBUILD 857 S.G. 1.230 ltr

Dosage 2.00% 5.412

RHEOBUILD 857 volume 0.005 m3

kg


1.0%

8.000



20 mm 0.000 kg 0.0%

10 mm 999.075 kg 45.0%

Qatar sand 1094.078 kg 55.0%

2093.153 kg 100.0%

5a. 20mm

S.G. SSD 2.917



uncorrected

volume 0.000 m3

weight 0.000 kg

5b. 10mm

S.G.SSD 2.913



uncorrected

volume 0.364 m3

weight 1059.700 kg

5c. Qatar Sand

S.G. SSD 2.610



uncorrected

volume 0.398 m3

weight 1039.760 kg

VOLUME TOTALS



Water 0.134 0.156 m3

Glenium 110M 0.005 0.005 m3

Air Voids 0.010 0.010 m3




1.000 1.000 m3

Absorbed Water











Water 134.4 78.9 77.6

Glenium 110M 5.600 5.600 5.600

20 mm Aggregate 0.0 0.0 0.0

10 mm Aggregate 1059.7 15.5 1075.2

Qatar Sand 1039.8 63.4 1103.2

TOTALS 2519.5 2541.5

W/C 0.480 Rheobuild 857 2.00%


Date________________Date________________

25 / 10 SCREED CONCRETE

Date: 26/01/07



Qatar Sand Moisture: 6.10 %




Water 134.4 22.1 78.9 78

Rheobuild 857 5.6 2.00%

20 mm Aggregate

10 mm Aggregate 1059.7 9.1 15.5 1075

Qatar Sand 1039.8 12.9 63.4 1103

TOTALS 2519.5 2542

W/C 0.48

Laboratory Engineer


(CP2-1)Used For:

BS 410


mm 100.0% 0.0% 100.0% 45.0% 100.0%

0.075 1.1% 0.0% 1.1% 0.5% 1.4%

0.150 1.1% 0.0% 1.1% 0.5% 4.3%

0.300 1.1% 0.0% 1.1% 0.5% 20.5%

0.600 1.1% 0.0% 1.3% 0.6% 59.1%

1.18 1.1% 0.0% 1.5% 0.7% 84.4%

2.36 1.1% 0.0% 2.0% 0.9% 93.4%

5.0 1.8% 0.0% 14.7% 6.6% 98.6%

10.0 6.1% 0.0% 96.7% 43.5% 100.0%

14.0 31.2% 0.0% 100.0% 45.0% 100.0%

20.0 93.0% 0.0% 100.0% 45.0% 100.0%

Glenium 110M 37.5 100.0% 0.0% 100.0% 45.0% 100.0%


0.0% 20 mm

45.0% 10 mm

55.0% sand

100.0%

Combined

Grading

Blended SUM

55.0% 100.0%

0.8% 1.3% 0.0% TO 4.0%

2.4% 2.9% 0.0% TO 8.0%

11.3% 11.8%

32.5% 33.1% 10.0% TO 35.0%

46.4% 47.1%

51.4% 52.3%

54.2% 60.8% 35.0% TO 55.0%

55.0% 98.5%

55.0% 100.0%

55.0% 100.0% 95.0% TO 100.0%

55.0% 100.0% 100.0% TO 100.0%


CONCRETE MIX DESIGN

CONCRETE CLASS OPC PILING 40/20

DATE 6/7/2006








3a. Admixture Glenium 110M Glenium 110M

Glenium 110M S.G. 1.096 6.000

Dosage 1.64% ltr


6.576

kg

3b. Admixture Rheocrete 222+ Rheocrete 222+

Rheocrete 222+ S.G. 1.000 5.000

Dosage 1.25% ltr

Rheocrete 222+ volume 0.005 m3

5.000

kg

4. Volume of Air Voids 0.010 1.0%



20 mm 684.011 kg 32.4%

10 mm 408.722 kg 19.5%


1996.560 kg 100.0%

5a. 20mm

S.G. 2.929


moisture content 0 %

uncorrected

volume 0.247 m3

weight 723.268 kg

5b. 10mm

S.G. 2.908



uncorrected

volume 0.148 m3

weight 429.081 kg

5c. Qatar Sand

S.G. 2.607



uncorrected

volume 0.326 m3

weight 850.634 kg

VOLUME TOTALS



Water 0.128 0.149 m3

Glenium 110M 0.006 0.006 m3

Rheocrete 222+ 0.005 0.005 m3

Air Voids 0.010 0.010 m3




1.000 1.000 m3

Absorbed Water








40 / 20 PILING CONCRETE

Date:

Volume Required:

Used For:


WEIGHT TOTALS Absorption Moisture

uncorrected corrected corrected


Water 128.0 148.9 92.0

Glenium 110M 5.600 5.600 1.40%

Rheocrete 222+ 5.000 5.000 1.25%

20 mm Aggregate 723.3 702.2 702.2

10 mm Aggregate 429.1 416.6 416.6

Qatar Sand 850.6 825.9 882.9

TOTALS 2541.6 2504.3 2504.3

W/C 0.320

Laboratory Engineer

07/11/2006

Bridge


Date________________ Date________________

BS 410


mm 100.0% 32.4% 100.0% 19.5% 100.0%

0.075 0.6% 0.2% 1.1% 0.2% 2.1%

0.150 0.0% 0.0% 0.0% 0.0% 3.0%

0.300 0.0% 0.0% 0.0% 0.0% 12.9%

0.600 0.0% 0.0% 0.0% 0.0% 49.0%

1.18 0.0% 0.0% 1.2% 0.2% 73.7%

2.36 0.7% 0.2% 1.4% 0.3% 87.7%

5.0 0.8% 0.3% 12.2% 2.4% 97.3%

10.0 8.8% 2.9% 97.8% 19.1% 100.0%

14.0 46.0% 14.9% 100.0% 19.5% 100.0%

20.0 97.0% 31.4% 100.0% 19.5% 100.0%

37.5 100.0% 32.4% 100.0% 19.5% 100.0%


0.075 0.150

0.600

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%


Combined Grading of Coarse and Fine Aggregates used in 40/20 Unreinforced Concrete

Combined

Grading

Blended SUM

48.1% 100.0%

1.0% 1.4% 0.0% TO 4.0%

1.4% 1.4% 0.0% TO 8.0%

6.2% 6.2%

23.6% 23.6% 10.0% TO 35.0%

35.4% 35.7%

42.2% 42.7%

46.8% 49.4% 35.0% TO 55.0%

48.1% 70.0%

48.1% 82.5%

48.1% 99.0% 95.0% TO 100.0%

48.1% 100.0% 100.0% TO 100.0%


0.600

5.0

20.0 37.5


Combined Grading of Coarse and Fine Aggregates used in 40/20 Unreinforced

MORTAR MIX DESIGN DATE 12/10/2006

Weight of OP Cement 645.0 kg

OP Cement SG 3.15

OP Cement Volume 0.205 m3

Water Cement Ratio 0.40

Water weight 258.0 kg ( litres)

Water Volume 0.258 m3

Air Voids 0.5 %

Volume of Air Voids 0.005 m3


Volume of Sand 0.532 m3

Sand SG 2.61

Sand Moisture 7.5 %

Water Absorption 1.564 %

Uncorrected Sand Weight 1389.1 kg

Weight of Absorbed Water 21.7 kg ( litres)

Volume of Absorbed Water 0.022 m3

Weight of Moisture 104.2 kg ( litres)

Volume of Moisture 0.104 m3


Corrected Volume of Water 0.176 m3

Corrected Volume of Sand 0.615 m3

Corrected Volume of Mortar 1.000 m3

Weight of OPC 645.0 kg

Corrected Weight of Water 175.5 kg ( litres)

Corrected Weight of Sand 1604.4 kg

Sand to OPC Ratio 3.00

Weight of Mortar 2507.4 kg

Density of Mortar 2.507 kg/m3For The Contractor: For The Engineer:

Date________________ Date________________

CONCRETE MIX DESIGN

CONCRETE CLASS OPC UNREINFORCED 40/20

DATE 6/7/2006








Glenium 110M



Dosage 0.01 % 4.822


kg


1.0%



20 mm 677.618 kg 32.0%

10 mm 410.948 kg 19.5%


1981.852 kg 100.0%

5a. 20mm

S.G. 2.926



uncorrected

volume 0.247 m3

weight 724.018 kg

5b. 10mm

S.G. 2.912



uncorrected

volume 0.150 m3

weight 436.986 kg

5c. Qatar Sand

S.G. 2.545



uncorrected

volume 0.326 m3

weight 830.171 kg

VOLUME TOTALS



Water 0.132 0.149 m3

Glenium 110M 0.004 0.004 m3

Air Voids 0.010 0.010 m3




1.000 1.000 m3

Absorbed Water











Water 132.000 149.470 117.076

Glenium 110M 4.461 4.461 4.461

20 mm Aggregate 724.018 706.540 710.920

10 mm Aggregate 436.986 426.437 432.578

Qatar Sand 830.171 810.131 832.004

TOTALS 2527.636 2497.039 2497.039

W/C 0.330


Date________________ Date________________

BS 410


mm 100.0% 32.0% 100.0% 19.5% 100.0%

0.075 0.1% 0.0% 0.0% 0.0% 2.5%

0.150 0.1% 0.0% 0.1% 0.0% 4.8%

0.300 0.1% 0.0% 0.1% 0.0% 20.7%

0.600 0.1% 0.0% 0.5% 0.1% 60.5%

1.18 0.1% 0.0% 0.5% 0.1% 83.9%

2.36 0.1% 0.0% 0.5% 0.1% 93.7%

5.0 0.1% 0.0% 14.5% 2.8% 98.8%

10.0 4.8% 1.5% 99.5% 19.4% 100.0%

14.0 35.7% 11.4% 100.0% 19.5% 100.0%

20.0 98.6% 31.6% 100.0% 19.5% 100.0%

Glenium 110M 37.5 100.0% 32.0% 100.0% 19.5% 100.0%


0.075 0.150

0.600

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%



Combined

Grading

Blended SUM

48.5% 100.0%

1.2% 1.2% 0.0% TO 4.0%

2.3% 2.4% 0.0% TO 8.0%

10.0% 10.1%

29.3% 29.5% 10.0% TO 35.0%

40.7% 40.8%

45.4% 45.6%

47.9% 50.8% 35.0% TO 55.0%

48.5% 69.4%

48.5% 79.4%

48.5% 99.6% 95.0% TO 100.0%

48.5% 100.0% 100.0% TO 100.0%

Qatar SandSpecification

0.600

5.0

20.0 37.5



CONCRETE MIX DESIGN

CONCRETE CLASS OPC REINFORCED 40/10

DATE 12/13/2006








Glenium 110M



Dosage 0.98% 4.822


kg


0.5%

8.000



20 mm 0.000 kg 0.0%

10 mm 1147.866 kg 56.0%


1962.661 kg 100.0%

5a. 20mm

S.G. 2.911



uncorrected

volume 0.000 m3

weight 0.000 kg

5b. 10mm

S.G. 2.889



uncorrected

volume 0.415 m3

weight 1198.806 kg

5c. Qatar Sand

S.G. 2.610



uncorrected

volume 0.295 m3

weight 768.775 kg

VOLUME TOTALS



Water 0.142 0.168 m3

Glenium 110M 0.004 0.004 m3

Air Voids 0.005 0.005 m3




1.000 1.000 m3

Absorbed Water











Water 141.9 167.6 119.5

Glenium 110M 4.214 4.214 4.214


10 mm Aggregate 1198.8 1155.3 1155.3

Qatar Sand 768.8 740.9 789.0

TOTALS 2543.7 2498.0 2498.0

W/C 0.330 Glenium 110M 0.98%


Date________________ Date________________

40 / 10 REINFORCED CONCRETE

Date: 13/12/06

Volume Required: m3





Water 141.9 167.6 119.5

Glenium 110M 4.2 4.2 0.98%


10 mm Aggregate 1198.8 1155.3 1155.3

Qatar Sand 768.8 740.9 789.0

TOTALS 2543.7 2498.0 2498.0

W/C 0.33

Laboratory Engineer

underpass, pre-cast and manholes, GPS -

1 , Water TankUsed For:

BS 410


mm 100.0% 0.0% 100.0% 56.0% 100.0%

0.075 0.7% 0.0% 1.0% 0.6% 1.8%

0.150 0.0% 0.0% 0.0% 0.0% 2.9%

0.300 0.0% 0.0% 1.0% 0.6% 14.0%

0.600 0.0% 0.0% 2.1% 1.2% 56.0%

1.18 0.0% 0.0% 2.5% 1.4% 79.5%

2.36 0.6% 0.0% 3.0% 1.7% 90.4%

5.0 2.3% 0.0% 15.7% 8.8% 97.9%

10.0 11.4% 0.0% 98.6% 55.2% 100.0%

14.0 46.2% 0.0% 100.0% 56.0% 100.0%

20.0 98.4% 0.0% 100.0% 56.0% 100.0%

Glenium 110M 37.5 100.0% 0.0% 100.0% 56.0% 100.0%


0.075 0.150

0.600

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%



0.0% 20 mm

56.0% 10 mm

44.0% sand

100.0%

Combined

Grading

Blended SUM

44.0% 100.0%

0.8% 1.4% 0.0% TO 4.0%

1.3% 1.3% 0.0% TO 8.0%

6.2% 6.7%

24.6% 25.8% 10.0% TO 35.0%

35.0% 36.4%

39.8% 41.5%

43.1% 51.9% 35.0% TO 55.0%

44.0% 99.2%

44.0% 100.0%

44.0% 100.0% 95.0% TO 100.0%

44.0% 100.0% 100.0% TO 100.0%


0.600

5.0

20.0 37.5



CEMENT GROUT MIX DESIGN DATE 11/15/2006

OP Cement 200.0 kg

OP Cement S.G. 3.15

Cement Mat volume 0.063 m3

Admixture to OPC Ratio 0.06

Admixture FLOWCABLE SG 1.31

Admixture FLOWCABLE 12.0 kg

Admixture volume 0.009 m3

Water Cement ratio 0.34


Water weight 68.0 kg ( litres)

Volume of Grout 0.141 m3

Density of Grout 1990.7 kg/m3

Time of Test 10:37 h:min

Ambient Temperature 31.0oC

Water Temeperature 1.4oC

Cement Temperature 22.9oC

Admixture Temperature 23.8oC

Grout Paste Temeprature 19.6oC

Flow @ 0 Minutes 15.31 seconds

Flow @ 30 Minutes 18.00 seconds

Average weight of 6 cubes

before soaking 245.00 gramsFor The Contractor: For The Engineer:

Date________________ Date________________

CEMENT GROUT MIX DESIGN DATE

Admixture CONBEXTRA BB80

Admixture CONBEXTRA BB80 kg

Admixture volume m3

Water volume m3

Water weight kg ( litres)

Volume of Grout m3

Density of Grout kg/m3

Time of Test h:min

Ambient TemperatureoC

Water TemeperatureoC

Admixture TemperatureoC

Grout Paste TemepratureoC

Average weight of 6 cubes

before soaking gramsFor The Contractor: For The Engineer:

Date________________ Date________________

MIXED REINFORCED SOIL WALL MATERIAL

Date: 22/07/07

MIX

PROPORTION

Backfill

Material

Gabbro

Material

Qatar Washed

Sand

Percentage 50% 33% 17%

same capacity

trucks3 TRUCKS 2 TRUCKS 1 TRUCK

Laboratory Engineer

Used For:

ENGINEERING FILL IN BETWEEN THE

CONCRETE WALL PANELS TO FORM THE

APPROACH ROADS OF THE BRIDGES

CONCRETE MIX DESIGN

CONCRETE CLASS OPC HOTEL WALL AND SLAB 40/20

DATE 2/15/2007








Glenium 110M



Dosage 0.99% 4.822


kg


0.5%

8.000



20 mm 715.661 kg 32.8%

10 mm 459.297 kg 21.0%


2075.520 kg 100.0%

5a. 20mm

S.G. SSD 2.917



uncorrected

volume 0.258 m3

weight 752.340 kg

5b. 10mm

S.G.SSD 2.924



uncorrected

volume 0.166 m3

weight 483.996 kg

5c. Qatar Sand

S.G. SSD 2.606



uncorrected

volume 0.325 m3

weight 845.781 kg

VOLUME TOTALS



Water 0.136 0.157 m3

Glenium 110M 0.003 0.003 m3

Air Voids 0.005 0.005 m3




1.000 1.000 m3

Absorbed Water











Water 136.0 64.2 93.3

Glenium 110M 3.366 3.366 3.366

20 mm Aggregate 752.3 2.7 755.0

10 mm Aggregate 484.0 7.4 491.4

Qatar Sand 845.8 54.1 899.9

TOTALS 2561.5 2583.0

W/C 0.400 Glenium 110M 0.99%


Date________________Date________________

40 / 20 WALL AND SLAB HOTEL DESIGN

Date: 15/02/07







Water 136.0 21.5 64.2 93

Glenium 110M 3.4 0.99%

20 mm Aggregate 752.3 4.9 2.7 755

10 mm Aggregate 484.0 4.3 7.4 491

Qatar Sand 845.8 12.3 54.1 900

TOTALS 2561.5 2583

W/C 0.40

Laboratory Engineer

Used For:

BS 410


mm 100.0% 32.8% 100.0% 21.0% 100.0%

0.075 1.1% 0.4% 1.0% 0.2% 2.0%

0.150 1.1% 0.4% 1.0% 0.2% 3.2%

0.300 1.1% 0.4% 1.0% 0.2% 18.2%

0.600 1.1% 0.4% 1.5% 0.3% 59.0%

1.18 1.1% 0.4% 2.1% 0.4% 82.5%

2.36 1.1% 0.4% 2.5% 0.5% 91.1%

5.0 2.5% 0.8% 11.7% 2.5% 97.2%

10.0 8.1% 2.7% 98.2% 20.6% 100.0%

14.0 34.8% 11.4% 100.0% 21.0% 100.0%

20.0 93.1% 30.5% 100.0% 21.0% 100.0%

37.5 100.0% 32.8% 100.0% 21.0% 100.0%


0.075 0.150

0.600

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%



32.8% 20 mm

21.0% 10 mm

46.2% sand

100.0%

Combined

Grading

Blended SUM

46.2% 100.0%

0.9% 1.5% 0.0% TO 4.0%

1.5% 2.0% 0.0% TO 8.0%

8.4% 9.0%

27.3% 27.9% 10.0% TO 35.0%

38.1% 38.9%

42.1% 43.0%

44.9% 48.2% 35.0% TO 55.0%

46.2% 69.5%

46.2% 78.6%

46.2% 97.7% 95.0% TO 100.0%

46.2% 100.0% 100.0% TO 100.0%


0.600

5.0

20.0 37.5



concrete mix design

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