CLIENT CONSULTANT CONTRACTOR

Particle Size Disribution

BS 1377: Part 2 : 1990cl 9.2

Contract No:- 49/2012

Materials Description:- Fill Material / Gatch ARC-EW-0801 Sampling Date:-03/07/2013

Materials Source:- WADI AL BIA Testing Date:- 04/07/2013

Location:- STOCK PILE @ 14+100 Sample No:- GATCH-03

Initial Dry Wt. (g) 5617.8

Retained Passing

(g) (g) % %

3 75

2½ 63 0.00 0.00 0.0 100

2 50 845.00 845.00 15.0 85

1½ 37.5 0.00 845.00 15.0 85

1 28 245.40 1090.40 19.4 81

3/4 19 234.00 1324.40 23.6 76

1/2 14

3/8 10 559.30 1883.70 33.5 66

1/4 6.3

No.4 5 433.00 2316.70 41.2 59

No.8 2.36

No.10 2

No.16 1.18

No.20 850 um

No.30 600 um

No.40 425 um 1018.20 3334.90 59.4 41

No.50 300 um

No.100 150 um

No.200 75 um

No.400 63um 1256.30 4591.20 81.7 18

PAN 1026.60 5617.80 100.0

CONTRACTOR CONSULTANT

Laboratory Technician Remarks and Comments Material Inspector

Materials Engineer Remarks and Comments Materials Engineer

Project Name:- Construction and Execution of Ras Al Khaimah Ring Road

SIEVE(inch")

SIEVE(mm)

Retained Wt. Individual

Retained Wt. Cumilative

CLIENT CONSULTANT CONTRACTOR

Contract No:- 49/2012

Material Description:- Fill Material / Gatch (Wadi Bia) Sampling Date:- 03/07/2013

Testing Date:-06/07/2013

Sample Ref.No:- GATCH-03

Liquid Limit BS 1377 P 2, M:4.5

1 2 3

Can Number 3 2 1

Weight of Wet Soil + Can 42.25 42.55 40.20

Weight of Dry Soil + Can 39.06 39.14 37.09

Weight of Water 3.19 3.41 3.11

Weight of Can 25.70 25.90 25.70

Weight of Dry Soil 13.36 13.24 11.39

Water Content 23.88 25.76 27.30

Number of Blows 32 25 17

L.L 25.00 P.L 22.00 P.I 3.00

Plastic Limit BS 1377 P 2, M:5 NaturalWater

1 2 Content

Can Number S4 S11

Weight of Wet Soil + Can 35.73 36.01

Weight of Dry Soil + Can 35.07 35.31

Weight of Water 0.66 0.7

Weight of Can 32 32.1

Weight of Dry Soil 3.07 3.21

Water Content 21.50 21.81

Plastic Limit 21.65

CONTRACTOR CONSULTANT

Laboratory Technician Remarks and Comments Material Inspector

Materials Engineer Remarks and Comments Materials Engineer

Project Name :- Construction and Execution of Ras Al Khaimah Ring Road

Location:- Stock Pile @ 14+000

22.00

23.00

24.00

25.00

26.00

27.00

28.00

Liquid limit

No. of blows

Mo

istu

re c

on

ten

t (%

)

2010 25 30 40 50 60

% W

ate

r C

onte

nt

Materials Engineer Remarks and Comments Materials Engineer

CLIENT CONSULTANT CONTRACTOR

Construction and Execution of Ras Al Khaimah Ring Road

DRY DENSITY / MOISTURE CONTENT RELATIONSHIPBs 1377 Part 4 : 1990 M 3.5/3.6/3.7

Sample Ref. No. : GATCH -03 S.Date: 03-Jul-13MAXIMUM DRY DENSITY / OPTIMUM MOISTURE CONTENT

Type of Material : Fill / Gatch Material T.Date: 04-Jul-13

Original Source of Sample : WADI AL BIA RFIA NO: ARC-EW-0801

Location of Sample : STOCK PILE @ 14+000

DENSITY DETERMINATION

Assumed Water Content (%) N+2 +2 +2 +2 +2

Wt. of Mould + Soil (gm) 10034 10253 10448 10720 10724

Wt. of Mould (gm) 5958 5958 5958 5958 5958

Wt. of Soil in Mould (gm) 4076 4295 4490 4762 4766

Volume of Mould (cc) 2113 2113 2113 2113 2113

Wet Density gm/cc 1.929 2.033 2.125 2.254 2.256

MOISTURE CONTENT DETERMINATION

Moisture Can No. C2 B2 C5 B6 B7

Wt. of Can + Wet Soil (gm) 739.4 667.1 548.7 481.5 556.1

Wt. of Can + Dry Soil (gm) 711.1 632.8 513.7 444.8 507.4

Wt. of Water (gm) 28.3 34.3 35.0 36.7 48.7

Wt. of Can (gm) 101.8 103.6 96.6 84.0 90.7

Wt. of Dry Soil (gm) 609.3 529.2 417.1 360.8 416.7

Moisture Content (%) 4.6 6.5 8.4 10.2 11.7

Dry Density gm/cc 1.843 1.909 1.960 2.046 2.020

Remarks Material Retained on 37.5mm Test Sieve = 4%

Material Retained on 20.0mm Test Sieve = 12%

MAXIMUM DRY DENSITY : 2.05

OPTIMUM MOISTURE CONTENT : 10.4%

CONTRACTOR MATERIALS INSPECTOR MATERIALS ENGINEER

3 4 5 6 7 8 9 10 11 12 131.740

1.760

1.780

1.800

1.820

1.840

1.860

1.880

1.900

1.920

1.940

1.960

1.980

2.000

2.020

2.040

2.060

MOISTURE CONTENT

DRY

DEN

SITY

CLIENT CONSULTANT CONTRACTOR

CALIFORNIA BEARING RATIO TEST (CBR) BS 1377 P 4 :1990 Test 7

Contract No:- 49/2012 Project Name:- Construction and Execution of RAK Ring Road

Material Description:- Fill Material Gatch Materials Source :- Wadi Al Bia

Location:- Stock Pile @ 14+000

Sampling Date :- 03/07/2013

Sample No:- GATCH-03

Testing Date :- 07/07/2013 - 11/07/2013

MDD: 2.050 OMC: 10.4 Calculated Mass of Soil 5000

soaking: 96 Hrs. Factor: 0.0575 kN

Dry Density Measurements Moisture DeterminationMould No B Sample Top Bottom

Mass of Soil+Mould g 9604 Can No A1 A5

Mass of Mould g 4605 Wet Soil + Can g 708.2 774.3

Mass of Soil g 4999 Dry Soil + Can g 648.2 692.3

Volume of Mould cc 2325 Mass of Water g 60.0 82.0

2.15 Mass of Can g 204.0 184.0

Dry Density of Soil Mg/m³ 1.95 Mass of Dry Soil g 444.2 508.3

Compaction % 95 Moisture Content % 13.5 16.1

PenetrationTest Data

Top Bottom

Dial Reading Dial Reading Load KN

0 0 0 0 0 0

0.5 5.00 1.4 0.5 6.60 1.9

1 8.80 2.5 1 13.00 3.7

1.5 12.60 3.6 1.5 18.20 5.2

2 16.20 4.7 2 22.20 6.4

2.5 19.40 5.6 42 2.5 25.40 7.3 55

3 22.00 6.3 3 28.00 8.1

3.5 24.60 7.1 3.5 30.20 8.7

4 27.00 7.8 4 33.00 9.5

4.5 29.00 8.3 4.5 34.20 9.8

5 31.00 8.9 45 5 37.00 10.6 53

5.5 32.60 9.4 5.5 39.50 11.4

6 34.40 9.9 6 42.50 12.2

Surcharge Weights: 4.0 kg

Wet Density of Soil Mg/m³

Penetration in mm

LoadKN

CBR %

Penetrationin mm

CBR %

Remarks:- Total Weight :- = 8235.6 g Mass Retained on 37.5mm Sieve = 334.6 g Mass Retained on 20mm Sieve = 666.8 g

ME/Contractor MI/Consultant ME/Consultant

CALIFORNIA BEARING RATIO TEST (CBR)

BS 1377 P 4 :1990 Amd 2002 Test 7

CALIFORNIA BEARING RATIO CURVE

Top Bottom Swell (%)

CBR % at 2.5mm 42% 55%.22

CBR % at 5.0mm 45% 53%

Measured CBR Value : 55

Specification : Min 10%

Remarks:-

ME/Contractor MI/Consultant ME/Consultant

Remarks:- Total Weight :- = 8235.6 g Mass Retained on 37.5mm Sieve = 334.6 g Mass Retained on 20mm Sieve = 666.8 g