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NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger GroupName of the Contractor :- Isolux Corsan India & SOMA JV.
Date :- 24.07.09
SUMMARY SHEET FOR DESIGN MIX OF WMM
1 Source of Material Handeshra (Saini Crusher)
2 Type of Material 40mm Agg 20mm Agg 10mm Agg Stone Dust
3 Mix proportion(%) 43% 8% 21% 28% -
4 Specific gravity 2.620 2.619 2.618 2.608 -
5 Water Absorption(%) 1.11 1.20 1.35 1.63 <2%
6 AIV(%) Ave.of 20&10mm 20.21 <30%
7Liquid Limit(%) 22.00
Plasticity Index (%) NP <6%
828.08 <30%
9 M DD(gm/cc) 2.287 -
10 O M C (%) 5.50 -
Tested by Checked by
SOMA Contractor SPV Representative IC Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
Limits as per MORTH
FI & El Index(%)(40,20&10mm)
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.
SPECIFIC GRAVITY AND WATER ABSORPTION TEST
(IS 2386 - PART III )
Date of Sampling :- 24.07.09 Date of Testing :- 26.07.09
Sample No. :- 1 Source of Material :- Handesher
Type of Material :- 40 mm Aggregate Sample at :- Saini Crusher
Sl No. Description Trial - 1 Trial - 2 Trial - 3
1 Weight of Sample in Water W1 ( gms ) 2025 2014 2030
2 Weight of SSD Sample W2 ( gms ) 3250 3240 3260
3 W3 ( gms ) 3214 3204.5 3224
4 Bulk Specific Gravity, 2.624 2.614 2.621
5 Apparent Specific Gravity, 2.703 2.692 2.700
6 Water Absorption ( % ) 1.12 1.11 1.12
7 Average Bulk Specific Gravity 2.620
8 Average Apparent Specific Gravity, 2.698
9 Average Water Absorption % 1.11
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
Wt. of Oven dry sample,
= W3/[ (W2-W1)
= W3/(W3-W1)
= 100 x (W2-W3)/W3
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.
SPECIFIC GRAVITY AND WATER ABSORPTION TEST
(IS 2386 - PART III )
Date of Sampling :- 24.07.09 Date of Testing :- 26.07.09
Sample No. :- 1 Source of Material :- Handesher
Type of Material :- 20 mm Aggregate Sample at :- Saini Crusher
Sl No. Description Trial - 1 Trial - 2 Trial - 3
1 Weight of Sample in Water W1 ( gms ) 2013 2045 2032
2 Weight of SSD Sample W2 ( gms ) 3232 3287.5 3260
3 W3 ( gms ) 3194 3248 3222
4 Bulk Specific Gravity, 2.620 2.614 2.624
5 Apparent Specific Gravity, 2.704 2.700 2.708
6 Water Absorption ( % ) 1.19 1.22 1.18
7 Average Bulk Specific Gravity 2.619
8 Average Apparent Specific Gravity, 2.704
9 Average Water Absorption % 1.20
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
Wt. of Oven dry sample,
= W3/[ (W2-W1)
= W3/(W3-W1)
= 100 x (W2-W3)/W3
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger GroupName of the Contractor :- Isolux Corsan India & SOMA JV.
SPECIFIC GRAVITY AND WATER ABSORPTION TEST
(IS 2386 - PART III )
Date of Sampling :- 18.09.08 Date of Testing :- 20.09.08
Sample No. :- 1 Source of Material :- Handesher
Type of Material :- 10 mm Aggregate Sample at :- Saini Crusher
Sl. No. Description Trial - 1 Trial - 2 Trial - 3
1 Weight Of Pycnometer ( gms ) 491 491 491
2 W1 ( gms ) 631.5 692.5 662
3 Wt of Pycnometer + Water + Sample, W2 ( gms ) 1878.5 1916.5 1897.5
4 W3 ( gms 1485 1485 1485
5 Wt of Oven dry sample, W4 ( gms ) 623 683.5 653
6 Bulk Specific Gravity, 2.618 2.619 2.617
7 Apparent Specific Gravity, 2.715 2.712 2.715
8 Water Absorption ( % ) 1.36 1.32 1.38
9 Average Bulk Specific Gravity 2.618
10 Average Apparent Specific Gravity 2.714
11 Average Water Absorption % 1.35
Remarks :-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
Wt. of SSD sample,
Wt of Pycnometer + Water,
= W4/[W1-(W2-W3)]
= W4/[W4-(W2-W3)]
=100 x (W1-W4)/W4
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger GroupName of the Contractor :- Isolux Corsan India & SOMA JV.
SPECIFIC GRAVITY AND WATER ABSORPTION TEST
(IS 2386 - PART III )
Date of Sampling :- 24.07.09 Date of Testing :- 26.07.09
Sample No. :- 1 Source of Material :- Handeshar.
Type of Material :- Stone dust Sample at :- Saini Crusher.
Sl. No. Description Trial - 1 Trial - 2 Trial - 3
1 Weight Of Pycnometer ( gms ) 491 491 491
2 W1 ( gms ) 824 833.5 829
3 Wt of Pycnometer + Water + Sample, W2 ( gms ) 1998.5 2004 2001
4 W3 ( gms 1485 1485 1485
5 Wt of Oven dry sample, W4 ( gms ) 811 820 815.5
6 Bulk Specific Gravity, 2.612 2.607 2.605
7 Apparent Specific Gravity, 2.726 2.724 2.723
8 Water Absorption ( % ) 1.60 1.65 1.66
9 Average Bulk Specific Gravity 2.608
10 Average Apparent Specific Gravity 2.724
11 Average Water Absorption % 1.63
Remarks :-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
Wt. of SSD sample,
Wt of Pycnometer + Water,
= W4/[W1-(W2-W3)]
= W4/[W4-(W2-W3)]
=100 x (W1-W4)/W4
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger GroupName of the Contractor :- Isolux Corsan India & SOMA JV.
FLAKINESS AND ELONGATION INDICES (IS 2386, PART 1)Date of sampling :- 24.07.09 Date of testing :- 26.07.09
Sample No. :- 1 Source of materi :- Handeshar
Weight of Sample :- 6060 gms Type of Material :-
Seive size in (mm)
Passing Retained
A B C D
63 50 0 0 0 0
50 40 722 722 0 0
40 31.5 573 492 81 60
31.5 25 400 340 60 44
25 20 974 818 156 111
20 16 753 625 128 88
16 12.5 851 698 153 105
12.5 10 618 500 118 80
10 6.3 1169 935 234 165
Total Weight(gms) 6060 5130 930 653
Flakiness Index = (C/A) x 100 = 15.35 %
Elongation Index = (D/B) x 100 = 12.73 %
Combined FI & EI Indexes (C/A) x 100 + (D/B) x 100 = 28.08 %
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
40,20 &10 mm Combined Agg.
Weight Retained
(gm)
Weight of Aggregate
Retained on Thickness Gauge
(gm)
Weight of Agg. Passing
Thickness Guage (gm)
Weight of Agg. Retained on Length Gauge after
retaining on Thickmess Gauge
(gm)
D
0
0
60
44
111
88
105
80
165
653
Checked by
IC Representative
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 +
40,20 &10 mm Combined Agg.
Weight of Agg. Retained on Length Gauge after
retaining on Thickmess Gauge
(gm)
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger GroupName of the Contractor :- Isolux Corsan India & SOMA JV.
AGGREGATE IMPACT VALUE TEST( AS PER IS 2386 Part IV )
Date of sampling :- 24.07.09 Date of testing :- 26.07.09
Sample No. :- 1 Type of Material & Layer :- 20 mm Aggregate
Source of Material :- Handesher Sampled at :- Saini Crusher
S.No. DESCRIPTIONTest No.
I II III
1 Wt. Of Cylindrical measure (W1 ) (gms) 856.5 856.5 856.5
2 Wt. Of Cylindrical measure+ Sample (W2 ) (gms) 1197 1200 1198
3 Wt. Of sample placed in cylindrical measure ( W2-W1 ) (gms) 340.5 343.5 341.5
4 Wt. Of Crushed materiald passing IS sieve 2.36 mm (W3) (gms) 68 70.0 66
5 Aggregate impact value = 100*W3/(W2 - W1) ( % ) 19.97 20.38 19.33
6 Aggregate impact value (%) 19.89
Remarks:
Tested by Checked by
SOMA Representative SPV Representative SPV Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limited
Name of the Consultant :- Louis Berger GroupName of the Contractor :- Isolux Corsan India & SOMA JV.
AGGREGATE IMPACT VALUE TEST( AS PER IS 2386 Part IV )
Date of sampling :- 24.07.09 Date of testing :- 26.07.09
Sample No. :- 1 Type of Material & Layer :- 10 mm Aggregate
Source of Material :- Handesher Sampled at :- Saini Crusher
S.No. DESCRIPTIONTest No.
I II III
1 Wt. Of Cylindrical measure(W1 ) (gms) 856.5 856.5 856.5
2 Wt. Of Cylindrical measure+ Sample (W2 ) (gms) 1202 1205 1200
3 Wt. Of sample placed in cylindrical measure ( W2-W1 ) (gms) 345.5 348.5 343.5
4 Wt. Of Crushed materiald passing IS sieve 2.36 mm (W3) (gms) 71 72 70
5 Aggregate impact value = 100*W3/(W2 - W1) ( % ) 20.55 20.66 20.38
6 Aggregate impact value (%) 20.53
Remarks:
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.
Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limited
Name of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.
Individual Gradation of 40mm Aggregate for WMM
Date of Sampling : 24.07.09 Date of Testing : 24.07.09Type Of Material :40mm Sample at :Saini Crusher Source of Material : Handeshra
Sample No-1 Total weight (gms)= 27872
IS SIEVE Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 276 276 0.99 99.01
22.40 14792 15068 54.06 45.94
11.20 12804 27872 100.00 0.00
4.75 0 0 100 0.00
2.36 0 0 100 0.00
0.600 0 0 100 0.00
0.075 0 0 100 0.00
Sample No-2 Total weight (gms)= 25828
IS SIEVE Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 372 372 1.44 98.56
22.40 17382 17754 68.74 31.26
11.20 8074 25828 100 0.00
4.75 0 0 100 0.00
2.36 0 0 100 0.00
0.600 0 0 100 0.00
0.075 0 0 100 0.00
Sample No-3 Total weight (gms)= 30240
IS SIEVE Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 366 366 1.21 98.79
22.40 18201 18567 61.40 38.60
11.20 11673 30240 100 0.00
4.75 0 0 100 0.00
2.36 0 0 100 0.00
0.600 0 0 100 0.00
0.075 0 0 100 0.00
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
Wt. Of Retained (gms)
Wt. Of Retained (gms)
Wt. Of Retained (gms)
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.
Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limited
Name of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.
Individual Gradation of 20mm Aggregate for WMM
Date of Sampling : 24.07.09 Date of Testing : 24.07.09Type Of Material :20mm Sample at :Saini Crusher Source of Material : Handeshra
Sample No-1 Total weight (gms)= 11510
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 0 0 0.00 100.00
22.40 0 0 0.00 100.00
11.20 10552 10552 91.68 8.32
4.75 810 11362 98.71 1.29
2.36 148 11510 100 0.00
0.600 0 100 0.00
0.075 0 100 0.00
Sample No-2 Total weight (gms)= 12462
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 0 0 0.00 100
22.40 0 0 0.00 100.00
11.20 11412 11412 91.57 8.43
4.75 894 12306 98.75 1.25
2.36 156 12462 100 0.00
0.600 0 0 100 0.00
0.075 0 0 100 0.00
Sample No-3 Total weight (gms)= 11925
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 0 0 0.00 100.00
22.40 0 0 0.00 100.00
11.20 10911 10911 91.50 8.50
4.75 859 11770 99 0.00
2.36 155 0 100 0.00
0.600 0 0 100 0.00
0.075 0 0 100 0.00
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
NATIONAL HIGHWAY AUTHORITY OF INDIAName of the Work :-
Package :- :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.
Concessionaire :- :- Soma - Isolux NH ONE Toll Way Private Limited
Name of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.
Individual Gradation of 10mm Aggregate for WMM
Date of Sampling :24.07.09 Date of Testing : 24.07.09Type Of Material :10mm Sample at :Saini Crusher Source of Material : Handeshra
Sample No-1 Total weight (gms)= 16417
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 0 0 0.00 100
22.40 0 0 0.00 100
11.20 2216 2216 13.50 86.50
4.75 12369 14585 88.84 11.16
2.36 1456 16041 97.71 2.29
0.600 276 16317 99.39 0.61
0.075 100 16417 100 0.00
Sample No-2 Total weight (gms)= 13945
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 0 0 0.00 100
22.40 0 0 0.00 100
11.20 1472 1472 10.56 89.44
4.75 10126 11598 83.17 16.83
2.36 1606 13204 94.69 5.31
0.600 541 13745 98.57 1.43
0.075 200 13945 100 0.00
Sample No-3 Total weight (gms)= 14840
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 0 0 0.00 100
22.40 0 0 0.00 100
11.20 2152 2152 14.50 85.50
4.75 10606 12758 85.97 14.03
2.36 1514 14272 96.17 3.83
0.600 412 14684 98.95 1.05
0.075 152 14836 100 0.03
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
NATIONAL HIGHWAY AUTHORITY OF INDIAName of the Work :-
Package :- :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.
Concessionaire :- :- Soma - Isolux NH ONE Toll Way Private Limited
Name of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.
Individual Gradation of Dust for WMM
Date of Sampling : 24.07.09 Date of Testing : 24.07.09Type Of Material :10mm Sample at :Saini Crusher Source of Material : Handeshra
Sample No-1 Total weight (gms)= 1000
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100.00
45.00 0 0 0.00 100.00
22.40 0 0 0.00 100.00
11.20 0 0 0.00 100.00
4.75 35 35 3.50 96.50
2.36 21 56 5.60 94.40
0.600 269 325 32.50 67.50
0.075 507 832 83.20 16.80
Sample No-2 Total weight (gms)= 1000
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 0 0 0.00 100
22.40 0 0 0.00 100
11.20 0 0 0.00 100.00
4.75 45 45 4.50 95.50
2.36 25 70 7.00 93.00
0.600 295 365 36.50 63.50
0.075 481 846 84.60 15.40
Sample No-3 Total weight (gms)= 1000
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
53.00 0 0 0.00 100
45.00 0 0 0.00 100
22.40 0 0 0.00 100
11.20 0 0 0.00 100.00
4.75 40 40 4.00 96.00
2.36 23 63 6.30 93.70
0.600 282 345 34.50 65.50
0.075 494 839 83.90 16.10
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
NATIONAL HIGHWAY AUTHORITY OF INDIAName of the Work :-
Package :- :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.
Concessionaire :- :- Soma - Isolux NH ONE Toll Way Private Limited
Name of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.
PASSING OF % 40 MM AGG.
IS SIEVE Sample no- 1 Sample no- 2 Sample no- 3 Average Passing of %
53.00 100.00 100.00 100.00 100.00
45.00 99.01 98.56 98.79 98.79
22.40 45.94 31.26 38.60 38.60
11.20 0.00 0.00 0.00 0.00
4.75 0.00 0.00 0.00 0.00
2.36 0.00 0.00 0.00 0.00
0.600 0.00 0.00 0.00 0.00
0.075 0.00 0.00 0.00 0.00
PASSING OF % 20 MM AGG.
IS SIEVE Sample no- 1 Sample no- 2 Sample no- 3 Average Passing of %
53.00 100.00 100.00 100.00 100.00
45.00 100.00 100.00 100.00 100.00
22.40 100.00 100.00 100.00 100.00
11.20 8.32 8.43 8.50 8.42
4.75 1.29 1.25 0.00 0.85
2.36 0.00 0.00 0.00 0.00
0.600 0.00 0.00 0.00 0.00
0.075 0.00 0.00 0.00 0.00
PASSING OF % 10 MM AGG.
IS SIEVE Sample no- 1 Sample no- 2 Sample no- 3 Average Passing of %
53.00 100.00 100.00 100.00 100.00
45.00 100.00 100.00 100.00 100.00
22.40 100.00 100.00 100.00 100.00
11.20 86.50 89.44 85.50 87.15
4.75 11.16 16.83 14.03 14.01
2.36 2.29 5.31 3.83 3.81
0.600 0.61 1.43 1.05 1.03
0.075 0.00 0.00 0.03 0.01
PASSING OF % STONE DUST
IS SIEVE Sample no- 1 Sample no- 2 Sample no- 3 Average Passing of %
53.00 100.00 100.00 100.00 100.00
45.00 100.00 100.00 100.00 100.00
22.40 100.00 100.00 100.00 100.00
11.20 100.00 100.00 100.00 100.00
4.75 96.50 95.50 96.00 96.00
2.36 94.40 93.00 93.70 93.70
0.600 67.50 63.50 65.50 65.50
0.075 16.80 15.40 16.10 16.10
Remarks:-
Tested by Checked by
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
SOMA Representative SPV Representative IC Representative
NATIONAL HIGHWAY AUTHORITY OF INDIAName of the Work
:-
Package :- :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger GroupName of the Contractor :- Isolux Corsan India & SOMA JV.
WMM BLENDINGDate: - 24.07.09
IS SIEVE
Average of Individual % Passing % Taken for design
40 MM 20 MM 10 MM Dust40 MM 20 MM 10 MM DUST
43 8 21 28 Lower Upper
53.00 100.00 100 100 100 43.00 8.00 21.00 28.00 100.00 100.00 100 100
45.00 0.00 100 100 100 0.00 8.00 21.00 28.00 57.00 97.50 95 100
22.40 12.88 100.00 100 96.25 0.00 8.00 21.00 26.95 55.95 70.00 60 80
11.20 0.28 3.89 87.47 85.65 0.00 0.31 18.37 23.08 41.76 50.00 40 60
4.75 0.00 1.09 17.01 79.45 0.00 0.00 3.12 18.34 21.47 32.50 25 40
2.36 0.00 0.00 4.68 76.40 0.00 0.00 0.15 14.01 14.16 22.50 15 30
0.600 0.00 0.00 0.00 72.05 0.00 0.00 0.00 10.10 10.10 15.00 8 22
0.075 0.00 0.00 0.00 50.09 0.00 0.00 0.00 5.06 5.06 4.00 0 8
72.05
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
Combined
% Passing
MID LIMIT
SPECIFICATION
LIMIT AS PER
MORTH
0.01 0.10 1.00 10.00 100.000
20
40
60
80
100
120
WMM BLENDING CURVE CHART
PASSING % LOWER LIMIT UPPER LIMIT
IS SIEVE SIZE
PA
SS
ING
%
NATIONAL HIGHWAY AUTHORITY OF INDIAName of the Work
:-
Package :- :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger GroupName of the Contractor :- Isolux Corsan India & SOMA JV.
WMM BLENDINGDate: - 24.07.09
IS SIEVE
Average of Individual % Passing % Taken for design
40 MM 20 MM 10 MM Dust40 MM 20 MM 10 MM DUST
45 10 25 20 Lower Upper
53.00 100.00 100 100 100 45.00 10.00 25.00 20.00 100.00 100.00 100 100
45.00 98.79 100 100 100 44.45 10.00 25.00 20.00 99.45 97.50 95 100
22.40 38.60 100.00 100 100 17.37 10.00 25.00 20.00 72.37 70.00 60 80
11.20 0.00 8.42 87.15 100 0.00 0.84 21.79 20.00 42.63 50.00 40 60
4.75 0.00 0.85 14.01 96.00 0.00 0.08 3.50 19.20 22.79 32.50 25 40
2.36 0.00 0.00 3.81 93.70 0.00 0.00 0.95 18.74 19.69 22.50 15 30
0.600 0.00 0.00 1.03 65.50 0.00 0.00 0.26 13.10 13.36 15.00 8 22
0.075 0.00 0.00 0.01 16.10 0.00 0.00 0.00 3.22 3.22 4.00 0 8
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
Combined
% Passing
MID LIMIT
SPECIFICATION
LIMIT AS PER
MORTH
0.01 0.10 1.00 10.00 100.000
20
40
60
80
100
120
WMM BLENDING CURVE CHART
Column J Column L Column M
IS SIEVE SIZE
PA
SS
ING
%
NATIONAL HIGHWAY AUTHORITY OF INDIAName of the Work
:-
Package :- :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- :- Soma - Isolux NH ONE Toll Way Private LimitedName of the Consultant :- Louis Berger GroupName of the Contractor :- Isolux Corsan India & SOMA JV.
Date: - 26.07.09
WMM COMBIEND GRADATION40 mm agg.-43%, 20 mm agg. - 8% , 10 mm agg. -21% , Stone dust - 28 % Total wt. 20000 gm
IS SIEVE
Lower Upper
53.00 0 0 0.00 100.00 100.00 100 100
45.00 200 200 1.00 99.00 97.50 95 100
22.40 5600 5800 29.00 71.00 70.00 60 80
11.20 4560 10360 51.80 48.20 50.00 40 60
4.75 3540 13900 69.50 30.50 32.50 25 40
2.36 1210 15110 75.55 24.45 22.50 15 30
0.600 1686 16796 83.98 16.02 15.00 8 22
0.075 2600 19396 96.98 3.02 4.00 0 8
Remarks:-
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
Wt. Of Retained (gms)
Cumulative Weight
Retained
Cumulative % Retained
Cumulative % Passing
MID LIMIT
SPECIFICATION
LIMIT AS PER
MORTH
0.01 0.10 1.00 10.00 100.000
10
20
30
40
50
60
70
80
90
100
110
Passing of % Mid Limit Lower Limit Upper Limit
IS SIEVE SIZE IN MM
COMBIEND GRADATION CURVE CHART
PASS
ING
OF
%
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.
Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limited
Name of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.
MODIFIED PROCTOR TEST(As per IS 2720 PART - VIII)
Date of Sampling :- 24.07.09 Date of Testing :- 25.07.09Sample No. :- 1 Frequency Test :-Type of Material & Layer :- WMM Source Approval :-Source of Material :- Handeshar Sample at :- Saini Crusher
Mould No. 2 Wt. Of mould( W1) 6066 Volume of mould (V)= 2256Test No. 1 2 3 4 5 6Wt. Of wet sample +mould (W2) gms 11270 11448 11510 11495 11410Wt. Of wet sample (W3)=W2-W1 gms 5204 5382 5444 5429 5344Wet density of sample, Yw=W3/V gms/cc 2.307 2.386 2.413 2.406 2.369Tray no gms 14 3 13 10 16Weight of Tray W5 gms 596 378 574 562 562Wt. Of wet sample+Tray. W6 gms 7058 5666 3720 4920 4920Wt. Of dry sample+Tray.W7 gms 6795 5412 3556 4671 4635Wt. Of water, W8=W6-W7 gms 263 254 164 249 285Wt. Of dry sample,W9=W7-W5 gms 6199 5034 2982 4109 4073Water Content w=100*W8/W9 % 4.24 5.05 5.50 6.06 7.00Dry density Yd=Yw/1+(W/100) gms/cc 2.213 2.271 2.287 2.269 2.214
Method used:- Modified
Rammer Wt.:- 4.9kg
No.of blows/layer:- 55
No. of layer:- 5
RESULTS
MDD= 2.287 gm/cc
OMC= 5.50 %
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
4 5 6 72.200
2.220
2.240
2.260
2.280
2.300
MDD
Moisture Content %
Dry
De
ns
ity
gm
/cc
NATIONAL HIGHWAY AUTHORITY OF INDIA
:-
Package :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.
Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limited
Name of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.LIQUID & PLASTIC LIMITS
( As per IS 2720 part - V )
Date of sampling :- 24.07.09 Date of testing 26.07.09
Sample No. :- 1 Frequency Test
Type of material & Layer :- WMM. Source approval
Source of Material :- Handeshra Sample at:- Saini Crusher
PARTICULARSLiquid limit Plastic limit
I II III IV i ii
A No. of Blows / Penetration - mm 15 18 22 27
B Container No. 5 23 41 59
C Wt. Of Container + Wet sample gms. 64.65 69.85 92.22 86.12
D Wt of Container + Dry sample gms. 59.79 64.03 82.33 77.00
E Wt. Of Container gms. 34.73 36.75 38.82 40.1
F Wt. Of Water ( C-D ) gms. 4.86 5.82 9.89 9.12
G Wt. Of oven Dry Sample ( D-E ) gms. 25.06 27.28 43.51 36.9
H Water Content % ( FX100/G) gms. 19.39 21.33 22.73 24.72
Calculation for PI shall made as follows :-
1. The plastic index is calculated as the difference between its Liquid limit & Plastic Limit
2. In case of sandy soil PL should be determined first. When PL can not be determined.The PI should be reported as Non - Plastic (NP)
3. When the plastic limit is equal to or greater than thr liquid limit. The PI shall be reporte as zero
Result summary:
Liquid Limit - % Plastic Limit - % Plasticty Index - %
22.00 N.A N.P
Tested by Checked by
SOMA Representative SPV Representative IC Representative
Name of the Work
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of Haryana & Punjab
N.A.
18
20
22
24
26Flow curve
Panetration (mm)
Moi
stur
e co
nten
t %
10 20 40 50 60 70 9030
80 100
SOURCE :- HANDESHARA
WMM
MIX
DESIGN
