gatch quality test.xls
TRANSCRIPT
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