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7/27/2019 Soil & Agg. Test Formats
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Lab MDD=2.03 OMC=10.2% PKG10
Determination No 1 2 3 4 5
Wt of Mould + Compacted soil (gms) 7659 7798 7986 7785 7725
Wt of Empty Mould (gms) 2890 2890 2890 2890 2890Wt of Compacted soil (gms) 4745 4861 5033 4995 4945
Volum of mould (c.c) 2250 2250 2250 2250 2250
Wet Density (gm / cc) 2.109 2.160 2.237 2.220 2.198
Dry Density (gm / cc) 1.990 2.010 2.030 2.000 1.980
Container No 34 68 36 1 3
Weight of Container (gms) 36.30 37.04 39.73 36.78 39.81
Weight of Container + wet soil (gms) 95.72 100.01 108.46 112.89 119.88
Weight of Container + dry soil (gms) 92.36 95.62 102.84 105.91 111.95
Weight of Moisture (gms) 3.64 4.69 6.44 8.16 9.56
Wet of dry soil (gms) 56.06 58.58 63.11 69.13 72.14
Moisture Content (%) 6.50 8.00 10.20 11.80 13.25Result 1.06 1.075 1.102 1.1100 1.11
Lab MDD=2.07. OMC=9.1% PKG11
Determination No 1 2 3 4 5
Wt of Mould + Compacted soil (gms) 7655 7725 7812 7722 7687
Wt of Empty Mould (gms) 2890 2890 2890 2890 2890
Wt of Compacted soil (gms) 4795 4935 5054 5048 5068
Volum of mould (c.c) 2250 2250 2250 2250 2250
Wet Density (gm / cc) 2.131 2.193 2.246 2.244 2.252
Dry Density (gm / cc) 2.030 2.050 2.070 2.040 2.020
Container No 59 14 40 77 26
Weight of Container (gms) 37.97 40.86 37.42 31.96 40.9
Weight of Container + wet soil (gms) 102.46 96.22 98.45 100.12 100.45
Weight of Container + dry soil (gms) 96.86 92.12 95.02 95.15 97.02
Weight of Moisture (gms) 2.94 3.59 5.24 6.76 6.51
Wet of dry soil (gms) 58.89 51.26 57.60 63.19 56.12
Moisture Content (%) 5.00 7.00 9.10 10.70 11.60
Result 1.05 1.07 1.085 1.1000 1.115
Lab MDD=2.047. OMC=9.1% PKG11
Determination No 1 2 3 4 5
Wt of Mould + Compacted soil (gms) 7432 7624 7887 7692 7654
Wt of Empty Mould (gms) 2890 2890 2890 2890 2890
Wt of Compacted soil (gms) 4542 4734 4997 4802 4764
Volum of mould (c.c) 2250 2250 2250 2250 2250
Dry Density Determination
Moisture Content Determination
Dry Density Determination
Moisture Content Determination
Dry Density Determination
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Wet Density (gm / cc) 2.019 2.104 2.221 2.134 2.117
Dry Density (gm / cc) 1.913 1.966 2.047 1.940 1.908
Container No 18 22 84 12 46
Weight of Container (gms) 38.57 36.3 33.85 38.28 40.31
Weight of Container + wet soil (gms) 95.09 100.98 98.18 104.13 102.65
Weight of Container + dry soil (gms) 92.14 96.74 93.14 98.14 96.47Weight of Moisture (gms) 2.95 4.23 5.04 5.99 6.18
Wet of dry soil (gms) 53.57 60.44 59.29 59.86 56.16
Moisture Content (%) 5.50 7.00 8.50 10.00 11.00
Result 1.055 1.07 1.085 1.1000 1.11
pkg 11 mdd=2.047 omc=9.16
Determination No 1 2 3 4 5
Wt of Mould + Compacted soil (gms) 7710 7818 7933 7910 7956
Wt of Empty Mould (gms) 2890 2890 2890 2890 2890Wt of Compacted soil (gms) 4820 4928 5043 5020 5066
Volum of mould (c.c) 2250 2250 2250 2250 2250
Wet Density (gm / cc) 2.142 2.190 2.241 2.231 2.252
Dry Density (gm / cc) 2.021 2.037 2.047 2.028 2.019
Container No 68 3 14 77 59
Weight of Container (gms) 37.04 39.81 40.86 31.96 37.97
Weight of Container + wet soil (gms) 101.17 100.40 100.88 102.99 104.36
Weight of Container + dry soil (gms) 98.12 96.44 95.84 96.04 97.14
Weight of Moisture (gms) 3.05 3.96 5.04 6.95 7.22
Wet of dry soil (gms) 61.08 56.63 54.98 64.08 59.17
Moisture Content (%) 5.00 7.00 9.16 10.85 12.20
Result 1.06 1.075 1.095 1.1000 1.115
pkg 10 & 11 GSB MDD=2.250 OMC=6.80
Determination No 1 2 3 4 5
Wt of Mould + Compacted soil (gms) 8085 8168 8296 8358 8360
Wt of Empty Mould (gms) 2890 2890 2890 2890 2890
Wt of Compacted soil (gms) 5195 5284 5406 5468 5470
Volum of mould (c.c) 2250 2250 2250 2250 2250
Wet Density (gm / cc) 2.309 2.348 2.403 2.430 2.431
Dry Density (gm / cc) 2.220 2.232 2.250 2.240 2.210
Container No 68 3 14 77 59
Weight of Container (gms) 37.04 39.81 40.86 31.96 37.97
Weight of Container + wet soil (gms) 100.56 99.38 99.58 101.49 103.35
Weight of Container + dry soil (gms) 98.12 96.44 95.84 96.04 97.14
Weight of Moisture (gms) 2.44 2.94 3.74 5.45 6.21
Wet of dry soil (gms) 61.08 56.63 54.98 64.08 59.17
Moisture Content (%) 4.00 5.20 6.80 8.50 10.50
Result 1.04 1.052 1.068 1.0850 1.1
Dry Density Determination
Moisture Content Determination
Moisture Content Determination
Dry Density Determination
Moisture Content Determination
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6
6
6
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6
6
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Siev size
(mm)
Wt of
material
Retained
(gms)
Cum
Material
retained
(gms)
% of
Material
Retained
% of
PassingRemarks
19.0
10.0
4.750 450 450 45 55
2.000 165 615 61.5 38.5
0.425 226 841 84.1 15.9
0.075 95 936 93.6 6.4
Pan
Gravel=26.8 Sand=48.6 Silt = 24.6
Siev size
(mm)
Wt of
material
Retained
(gms)
Cum
Material
retained
(gms)
% of
Material
Retained
% of
PassingRemarks
19.0
10.0
4.750 276 276 27.60 72.402.000 195 471 47.10 52.90
0.425 223 694 69.40 30.60
0.075 61 755 75.50 24.50
Pan
Gravel=26.8
GRAIN SIZE OF SOIL
1000gms
GRAIN SIZE OF SOIL
1000gms
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1 2 3 4 1
No of Blows 14 18 22 32
Container No. 6 7 8 9 11
Wt. of Wet Soil+Contaier gm 71.26 73.25 79.2 83.14 61.23
Wt. of Dry Soil+Contaier gm 60.89 63.5 70.89 76.13 55.39
Wt. of Empty container 35.59 36.42 40.32 42.18 30.28
Wt. of moisture 10.37 9.75 8.31 7.01 5.84
Wt. of Dry Soil 25.3 27.08 30.57 33.95 25.11
Moisture Content % 40.99 36.00 27.18 20.65 23.26
Liquid Limit = 27.52 Plastic Limit = 21.37 Plasticity Inde
``
1 2 3 4 1
No of Blows 14 18 22 32
Container No. 6 7 8 9
Wt. of Wet Soil+Contaier gm 71.56 72.25 77.89 78.5Wt. of Dry Soil+Contaier gm 61.35 63.32 70.52 72.26
Wt. of Empty container 35.59 36.42 40.32 42.18
Wt. of moisture 10.21 8.93 7.37 6.24
Wt. of Dry Soil 25.76 26.9 30.2 30.08
Moisture Content % 39.64 33.20 24.40 20.74
Liquid Limit = 27.52 Plastic Limit = 21.37 Plasticity Inde
1 2 3 4 1
No of Blows 35 31 25 18
Container No. 48 55 13 43 40
Wt. of Wet Soil+Contaier gm 51.55 64.16 51.25 65.5 51.35
Wt. of Dry Soil+Contaier gm 45.34 56.69 48.56 56.51 48.94
Wt. of Empty container 33.99 39.18 38 37.68 37.42
ATTERBERG LIMITS
DeterminationLiquid Limit Plasti
DeterminationLiquid Limit Plasti
ATTERBERG LIMITS
Liquid Limit PlastiDetermination
ATTERBERG LIMITS
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Wt. of moisture 5.21 7.47 2.69 8.99 2.86
Wt. of Dry Soil 11.35 17.51 10.56 18.83 11.07
Moisture Content % 45.90 42.66 25.47 47.74 25.84
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2
12
64.1
58.35
31.39
5.75 6.08
26.96
21.33 6.13
6.01
= 6.15
2
= 6.15
2
47
48.38
46.74
40.77
Limit
Limit
Limit
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1.64
5.97
27.47
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ClientSHDP
Consultant SNC-LAVALIN INFRASTRUCTURES LIMITED
Contractor
Laboratory PMC Sampled by : Jointly
Source PKG 1 Date of sampling :15-2-13
Location Date of testing 2/16/2013
Layer / Depth SDBC Type of Material BM & SDBC
Passing Retained
63 50 - - -
50 40 - - -
40 25 - - -
25 20 - - -
20 16 - - -
16 12.5 924 108 817
12.5 10 870 96 774
10 6.3 550 82 468
2345 286 2059
1. Flakiness Index = (C/A) x 100 12.19
2. Elongation Index = (D/B) x 100 11.7
3. Combined FI & EI = 1 + 2 23.89
Type GSB WMM BM/DBM/BC
Limits as per
SpecificationFI+EI=30 FI+EI=30 FI+EI=30
STATE HIGHWAY DEVELOPMENT PROJECT
FLAKINESS AND ELONGATION INDEX
Total
(IS:2386, PART-1)
IS Sieve Size mm Total Wt.of
Agg.Retained on
sieves (A) g
Wt.of Agg.
Retained on
Thickness guage
(b) g
Wt.of Agg. Passing
through thickness
guage (C) g
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Contractor Representative Consultant Represent
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-
-
-
-
-
104
81
56
241
Concrete
FI : 35
Wt.of Agg.
Retained on length
guage after
retained on
thickness guage
(D) g
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ative
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Sl. No.Sample Level in
Water (Vw) ml
Sample Level In
Keroscene (Vk)
ml
Free Swell in
Water (Vw-Vk)
Free Swell Index
100X(Vw-Vk)/Vk
%
Remarks
1 13.86 10.74 3.12 29.05
212.05
10 2.05 20.50
312.5
10 2.50 25.00
Free Swell Index
24.85009311
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40 32.5
36.6 30 23.85667
36 30
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Trial No. 1 Trial No. 2 Trial No. 3
Wt. of Surface dry sample passing 12.5mm
and retained on 10mm IS sieves, W1 (g) 351
Wt. of fraction passing 2.36mm IS sieve, after
the test, W2 (g) 73
Wt. of fraction retained 2.36mm IS sieve, after
the test, W2 (g) 278
W4= W1 - (W2+W3) (g) 0
A.I.V = (W2/W1) X 100 20.80
AGGREGATE IMPACT VALUE
Average Value of A.I.V ( % )
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698
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Passing Retained
63.0 50.0 - - - -
50.0 40.0 - - - -
40.0 25.0 4489 399 4156 290
25.0 20.0 3725 256 3395 401
20.0 16.0 1989 320 1625 280
16.0 12.5 998 305 775 296
12.5 10.0 329 105 200 65
10.0 6.3 169 80 70 24
Total 11699 1465 10221 1356
12.52243782
13.26680364
Combined FI & EI 25.78924145
FLAKINESS & ELONGATION INDEX
Total Wt. of agg. Ret.
On sieves (A) gms
Wt. of agg.
Passing from
thickness gauge
(B) gm
Wt. of agg.
Retained on
thickness gauge
(C) gms
Wt. of agg. Ret.
On length gauge
after ret. On
thickness gauge
(D) gms
Sieve size mm
Bituminous Course - 30 %
Concrete - 25 %
WMM - 30 %
RESULTS:
akiness Index = B/A X 100
ongation Index = D/C X 100
Specification: