of 24
8/18/2019 228748706-1-Wmm-Mix-Design
1/24
:-
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.
Date :- 24.07.09
1
2 40mm Agg 20mm Agg 10mm Agg Stone Dust
3 43% 8% 21% 28% -
4 2.620 2.619 2.618 2.608 -
5 1.11 1.20 1.35 1.63
8/18/2019 228748706-1-Wmm-Mix-Design
2/24
:-
Package :- PJ-02 (Km.146.000 to 212.161)
Name of the Client :- NHAI.
Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limite
Name of the Consultant :- Louis Berger Group
Name of the Contractor :- Isolux Corsan India & SOMA JV.
(IS 2386 - PART III )
:- 24.07.09 Date of Testing :- 26.07.09
:- 1 Source of Material :- Handesher
:- 40 mm Aggregate Sample at :- Saini Crusher
Sl No. Trial - 1 Trial - 2
1 W1 ( gms ) 2025 2014
2 W2 ( gms ) 3250 3240
3 W3 ( gms ) 3214 3204.5
4 = W3/[ (W2-W1) 2.624 2.614
5 = W3/(W3-W1) 2.703 2.692
6 = 100 x (W2-W3)/W3 1.12 1.11
7
8
9 %
Remarks:-
Tested by
SOMA Representative SPV Representative IC Repr
Water Absorption ( % )
Average Bulk Specific Gravity 2.620
Average Apparent Specific Gravity, 2.698
Average Water Absorption 1.11
Checked by
Description
Weight of Sample in Water
Weight of SSD Sample
Wt. of Oven dry sample,
Bulk Specific Gravity,
Apparent Specific Gravity,
NATIONAL HIGHWAY AUTHORITY OF INDIA
SPECIFIC GRAVITY AND WATER ABSORPTION TEST
Date of Sampling
Sample No.
Type of Material
Six laning of Panipat to Jalandhar Section of NH-1 f
000 To 387 +100 in the State of Haryana & PunjabName of the Work
8/18/2019 228748706-1-Wmm-Mix-Design
3/24
d
Trial - 3
2030
3260
3224
2.621
2.700
1.12
sentative
om Km. 096 +
8/18/2019 228748706-1-Wmm-Mix-Design
4/24
:-
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.
:- 24.07.09 Date of Testing :- 26.07.09
:- 1 Source of Material :- Handesher
:- 20 mm Aggregate Sample at :- Saini Crusher
Sl No. Trial - 1 Trial - 2 Trial - 3
1 W1 ( gms ) 2013 2045 2032
2 W2 ( gms ) 3232 3287.5 3260
3 W3 ( gms ) 3194 3248 3222
4 = W3/[ (W2-W1) 2.620 2.614 2.624
5 = W3/(W3-W1) 2.704 2.700 2.708
6 = 100 x (W2-W3)/W3 1.19 1.22 1.18
7
8
9 %
Remarks:-
Tested by
SOMA Representative SPV Representative IC Representative
Average Water Absorption 1.20
Checked by
Apparent Specific Gravity,
Water Absorption ( % )
Average Bulk Specific Gravity 2.619
Average Apparent Specific Gravity, 2.704
Type of Material
Description
Weight of Sample in Water
Weight of SSD Sample
Wt. of Oven dry sample,
Bulk Specific Gravity,
NATIONAL HIGHWAY AUTHORITY OF INDIA
SPECIFIC GRAVITY AND WATER ABSORPTION TEST
(IS 2386 - PART III )
Date of Sampling
Sample No.
Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from Km. 096 +
000 To 387 +100 in the State of Haryana & Punjab
8/18/2019 228748706-1-Wmm-Mix-Design
5/24
:-
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.
(IS 2386 - PART III )
Date of Testing :-
Source of Material :-
Sample at :-
Sl. No. Trial - 1 Trial - 2 Trial - 3
1 ( gms ) 491 491 491
2 W1 ( gms ) 631.5 692.5 662
3 W2 ( gms ) 1878.5 1916.5 1897.5
4 W3 ( gms 1485 1485 1485
5 W4 ( gms ) 623 683.5 653
6 = W4/[W1-(W2-W3)] 2.618 2.619 2.617
7 = W4/[W4-(W2-W3)] 2.715 2.712 2.715
8 =100 x (W1-W4)/W4 1.36 1.32 1.38
9
10
11 %
Remarks :-
Tested by
SPV Representative IC RepresentativeSOMA Representative
Average Apparent Specific Gravity 2.714
Average Water Absorption 1.35
Checked by
Wt of Oven dry sample,
Bulk Specific Gravity,
Apparent Specific Gravity,
Water Absorption ( % )
Average Bulk Specific Gravity 2.618
Description
Weight Of Pycnometer
Wt. of SSD sample,
Wt of Pycnometer + Water + Sample,
Wt of Pycnometer + Water,
Sample No. :- 1 Handesher
Type of Material :- 10 mm Aggregate Saini Crusher
NATIONAL HIGHWAY AUTHORITY OF INDIA
SPECIFIC GRAVITY AND WATER ABSORPTION TEST
Date of Sampling :- 18.09.08 20.09.08
Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000
To 387 +100 in the State of Haryana & Punjab
8/18/2019 228748706-1-Wmm-Mix-Design
6/24
:-
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.
(IS 2386 - PART III )
Date of Testing :-
Source of Material :-
Sample at :-
Sl. No. Trial - 1 Trial - 2
1 ( gms ) 491 491
2 W1 ( gms ) 824 833.5
3 W2 ( gms ) 1998.5 2004
4 W3 ( gms 1485 1485
5 W4 ( gms ) 811 820
6 = W4/[W1-(W2-W3)] 2.612 2.607
7 = W4/[W4-(W2-W3)] 2.726 2.724
8 =100 x (W1-W4)/W4 1.60 1.65
9
10
11 %
Remarks :-
Tested by
SPV Representative IC Repr SOMA Representative
Average Apparent Specific Gravity 2.724
Average Water Absorption 1.63
Checked by
Wt of Oven dry sample,
Bulk Specific Gravity,
Apparent Specific Gravity,
Water Absorption ( % )
Average Bulk Specific Gravity 2.608
Description
Weight Of Pycnometer
Wt. of SSD sample,
Wt of Pycnometer + Water + Sample,
Wt of Pycnometer + Water,
Sample No. :- 1 Handeshar.
Type of Material :- Stone dust Saini Crusher.
NATIONAL HIGHWAY AUTHORITY OF INDIA
SPECIFIC GRAVITY AND WATER ABSORPTION TEST
Date of Sampling :- 24.07.09 26.07.09
Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from K
To 387 +100 in the State of Haryana & Punjab
8/18/2019 228748706-1-Wmm-Mix-Design
7/24
Trial - 3
491
829
2001
1485
815.5
2.605
2.723
1.66
sentative
. 096 + 000
8/18/2019 228748706-1-Wmm-Mix-Design
8/24
:-
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.
FLAKINESS AND ELONGATION INDICES (IS 2386, PART 1)
:- 24.07.09
Sample No. :- 1 Source of materi :- Handeshar
Weight of Sample :- 6060 gms Type of Material :-
Flakiness Index = (C/A) x 100 = %
Elongation Index = (D/B) x 100 = %
Combined FI & EI Indexes (C/A) x 100 + (D/B) x 100 = %
Tested by
0 0 0
Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from Km. 0
000 To 387 +100 in the State of Haryana & Punjab
Weight of
Aggregate
Retained on
Thickness
Gauge
(gm)
Date of sampling Date of testing :
88
153 105
NATIONAL HIGHWAY AUTHORITY OF INDIA
28.08
63
40,20 &10
Combined
26.07.09
50 0
12.73
5130 930 653
15.35
234 165935
156
10 6.3
Total Weight(gms) 6060
1169
12.5 10 618
974 818
500
16 12.5 851 698
25 20
31.5 25
111
80
128
118
20 16 753 625
44
81 60
C D
0 0722 722
B
60
40 31.5 573 492
400 340
Remarks:-
Weight of Agg.
Passing
Thickness Guage
(gm)
Weight of Agg. Retai
on Length Gauge a
retaining on Thickm
Gauge
(gm)Passing Retained
A
Seive size in (mm)Weight
Retained
(gm)
50 40
Checked by
SOMA Representative SPV Representative IC Representative
8/18/2019 228748706-1-Wmm-Mix-Design
9/24
6 +
mm
gg.
ned
ter
ess
8/18/2019 228748706-1-Wmm-Mix-Design
10/24
:-
Package :- PJ-02 (Km.146.000 to 212.161)Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Wa Private LimitedName of the Consultant :- Louis Ber er GrouName of the Contractor :- Isolux Corsan India & SOMA JV.
Date of sampling :- 24.07.09 :- 26.07.09
:- :- 20 mm Aggregate
Source of Material :- Handesher :- Saini Crusher
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 (%)
Remarks:
Tested by
( AS PER IS 2386 Part IV )
Test No.
NATIONAL HIGHWAY AUTHORITY OF INDIA
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387
+100 in the State of Haryana & Punjab
AGGREGATE IMPACT VALUE TEST
Name of the Work
Date of testing
S.No
.DESCRIPTION
19.89
Type of Material & Layer
Sampled at
SOMA Representative
Checked by
SPV Representative
1Sample No.
SPV Representative
8/18/2019 228748706-1-Wmm-Mix-Design
11/24
:-
ac age :- - m. . to .Name of the Client :- NHAI.Concessionaire :- Soma - Isolux NH ONE Toll Way Private Limited
:- Louis Ber er GrouName of the Contractor :- Isolux Corsan India & SOMA JV.
Date of sampling :- 24.07.09 :-
:- :-
Source of Material :- Handesher :-
I II
1 Wt. Of Cylindrical measure(W1 ) (gms) 856.5 856.5
2 Wt. Of Cylindrical measure+ Sample (W2 ) (gms) 1202 1205
3 Wt. Of sample placed in cylindrical measure ( W2-W1 ) (gms) 345.5 348.5
4 Wt. Of Crushed materiald passing IS sieve 2.36 mm (W3) (gms) 71 72
5 Aggregate impact value = 100*W3/(W2 - W1) ( % ) 20.55 20.66
6 Aggregate impact value (%)
Remarks:
Tested by
SOMA Representative SPV Representative
1
20.53
Sample No.
Sampled at
IC Representati
Name of the Work
Checked by
AGGREGATE IMPACT VALUE TEST
S.No
.
Type of Material & Layer
NATIONAL HIGHWAY AUTHORITY OF INDIA
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 09
387 +100 in the State of Haryana & Punjab
ame of the Consultant
Test No.
( AS PER IS 2386 Part IV )
DESCRIPTION
Date of testing
8/18/2019 228748706-1-Wmm-Mix-Design
12/24
26.07.09
10 mm Aggregate
Saini Crusher
III
856.5
1200
343.5
70
20.38
ve
6 + 000 To
8/18/2019 228748706-1-Wmm-Mix-Design
13/24
Name 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.
Total weight (gms)= 27872
53.00 0 0.00 100
45.00 276 0.99 99.01
22.40 15068 54.06 45.94
11.20 27872 100.00 0.00
4.75 0 100 0.00
2.36 0 100 0.00
0.600 0 100 0.00
0.075 0 100 0.00
Total weight (gms)= 25828
53.00 0 0.00 100
45.00 372 1.44 98.56
22.40 17754 68.74 31.26
11.20 25828 100 0.00
4.75 0 100 0.00
2.36 0 100 0.00
0.600 0 100 0.00
0.075 0 100 0.00
Total weight (gms)= 30240
53.00 0 0.00 100
45.00 366 1.21 98.79
22.40 18567 61.40 38.60
11.20 30240 100 0.00
4.75 0 100 0.00
2.36 0 100 0.00
0.600 0 100 0.00
0.075 0 100 0.00
Remarks:-
Tested by
SPV Representative
0
0
0
0
366
18201
11673
0
0
N TION L HIGHW Y UTHORITY OF INDI
Cumulative % Retained Cumulative % Passing
Sample No-1
Wt. Of
Retained (gms)IS SIEVE
Date of Sampling : 24.07.09 Date of Testing : 24.07.09
Individual Gradation of 40mm Aggregate for WMM
Type Of Material :40mm
0
0
276
Sample No-2
IS SIEVEWt. Of
Retained (gms)Cumulative Weight Retained
14792
8074
Sample at :Saini Crusher
372
12804
0
0
0
0
Source of Material : Handeshra
Cumulative Weight Retained
Cumulative % Retained
IS SIEVEWt. Of
Retained (gms)Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
Sample No-3
Cumulative % Passing
Checked by
SOMA Representative
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in
the State of Haryana & Punjab
IC Representative
0
17382
0
8/18/2019 228748706-1-Wmm-Mix-Design
14/24
Name 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.
Total weight (gms)= 11510
53.00 0 0.00 100
45.00 0 0.00 100.00
22.40 0 0.00 100.00
11.20 10552 91.68 8.32
4.75 11362 98.71 1.29
2.36 11510 100 0.00
0.600 100 0.00
0.075 100 0.00
Total weight (gms)= 12462
53.00 0 0.00 100
45.00 0 0.00 100
22.40 0 0.00 100.00
11.20 11412 91.57 8.43
4.75 12306 98.75 1.25
2.36 12462 100 0.00
0.600 0 100 0.00
0.075 0 100 0.00
Total weight (gms)= 11925
53.00 0 0.00 100
45.00 0 0.00 100.00
22.40 0 0.00 100.00
11.20 10911 91.50 8.50
4.75 11770 99 0.00
2.36 0 100 0.00
0.600 0 100 0.00
0.075 0 100 0.00
Remarks:-
Tested by
SPV Representative
N TION L HIGHW Y UTHORITY OF INDI
Individual Gradation of 20mm Aggregate for WMM
Date of Sampling : 24.07.09 Date of Testing : 24.07.09
Type Of Material :20mm Sample at :Saini Crusher
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State
of Haryana & Punjab
Source of Material : Handeshra
Sample No-1
IS SIEVE Wt. Of R etained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
0
0
10552
810
148
0
0
Sample No-2
IS SIEVE Wt. Of R etained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
0
0
11412
894
156
0
0
Sample No-3
IS SIEVE Wt. Of R etained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
0
0
10911
IC RepresentativeSOMA Representative
859
155
0
0
Checked by
8/18/2019 228748706-1-Wmm-Mix-Design
15/24
Name 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.
Total weight (gms)= 16417
53.00 0 0.00 100
45.00 0 0.00 100
22.40 0 0.00 100
11.20 2216 13.50 86.50
4.75 14585 88.84 11.16
2.36 16041 97.71 2.29
0.600 16317 99.39 0.61
0.075 16417 100 0.00
Total weight (gms)= 13945
53.00 0 0.00 100
45.00 0 0.00 100
22.40 0 0.00 100
11.20 1472 10.56 89.44
4.75 11598 83.17 16.83
2.36 13204 94.69 5.31
0.600 13745 98.57 1.43
0.075 13945 100 0.00
Total weight (gms)= 14840
53.00 0 0.00 100
45.00 0 0.00 100
22.40 0 0.00 100
11.20 2152 14.50 85.50
4.75 12758 85.97 14.03
2.36 14272 96.17 3.83
0.600 14684 98.95 1.05
0.075 14836 100 0.03
Remarks:-
Tested by
SPV Representative
N TION L HIGHW Y UTHORITY OF INDI
Individual Gradation of 10mm Aggregate for WMM
Date of Sampling :24.07.09 Date of Testing : 24.07.09
Type Of Material :10mm Sample at :Saini Crusher
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of
Haryana & Punjab
Source of Material : Handeshra
Sample No-1
IS SIEVE Wt. Of R etained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
0
0
2216
12369
1456
276
100
Sample No-2
IS SIEVE Wt. Of R etained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
0
0
1472
10126
1606
541
200
Sample No-3
IS SIEVE Wt. Of R etained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
0
0
2152
IC RepresentativeSOMA Representative
10606
1514
412
152
Checked by
8/18/2019 228748706-1-Wmm-Mix-Design
16/24
Name 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.
Total weight (gms)= 1000
53.00 0 0.00 100.00
45.00 0 0.00 100.00
22.40 0 0.00 100.00
11.20 0 0.00 100.00
4.75 35 3.50 96.50
2.36 56 5.60 94.40
0.600 325 32.50 67.50
0.075 832 83.20 16.80
Total weight (gms)= 1000
53.00 0 0.00 100
45.00 0 0.00 100
22.40 0 0.00 100
11.20 0 0.00 100.00
4.75 45 4.50 95.50
2.36 70 7.00 93.00
0.600 365 36.50 63.50
0.075 846 84.60 15.40
Total weight (gms)= 1000
53.00 0 0.00 100
45.00 0 0.00 100
22.40 0 0.00 100
11.20 0 0.00 100.00
4.75 40 4.00 96.00
2.36 63 6.30 93.70
0.600 345 34.50 65.50
0.075 839 83.90 16.10
Remarks:-
Tested by
SPV Representative
N TION L HIGHW Y UTHORITY OF INDI
Individual Gradation of Dust for WMM
Date of Sampling : 24.07.09 Date of Testing : 24.07.09
Type Of Material :10mm Sample at :Saini Crusher
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of
Haryana & Punjab
Source of Material : Handeshra
Sample No-1
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
0
0
0
35
21
269
507
Sample No-2
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
0
0
0
45
25
295
481
Sample No-3
IS SIEVE Wt. Of Retained (gms) Cumulative Weight Retained Cumulative % Retained Cumulative % Passing
0
0
0
0
IC RepresentativeSOMA Representative
40
23
282
494
Checked by
8/18/2019 228748706-1-Wmm-Mix-Design
17/24
Name 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.
53.00 100.00 100.00 100.00
45.00 98.56 98.79 98.79
22.40 31.26 38.60 38.60
11.20 0.00 0.00 0.00
4.75 0.00 0.00 0.00
2.36 0.00 0.00 0.00
0.600 0.00 0.00 0.00
0.075 0.00 0.00 0.00
53.00 100.00 100.00 100.00
45.00 100.00 100.00 100.00
22.40 100.00 100.00 100.00
11.20 8.43 8.50 8.42
4.75 1.25 0.00 0.85
2.36 0.00 0.00 0.00
0.600 0.00 0.00 0.00
0.075 0.00 0.00 0.00
53.00 100.00 100.00 100.00
45.00 100.00 100.00 100.00
22.40 100.00 100.00 100.00
11.20 89.44 85.50 87.15
4.75 16.83 14.03 14.01
2.36 5.31 3.83 3.81
0.600 1.43 1.05 1.03
0.075 0.00 0.03 0.01
53.00 100.00 100.00 100.00
45.00 100.00 100.00 100.00
22.40 100.00 100.00 100.00
11.20 100.00 100.00 100.00
4.75 95.50 96.00 96.002.36 93.00 93.70 93.70
0.600 63.50 65.50 65.50
0.075 15.40 16.10 16.10
Remarks:-
Tested by
SPV Representative
N TION L HIGHW Y UTHORITY OF INDI
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387 +100 in the State of
Haryana & Punjab
94.40
67.50
IS SIEVE Sample no- 1 Sample no- 2 Sample no- 3 Average Passing of %
96.50
100.00
99.01
45.94
0.00
0.00
0.00
0.00
0.00
100.00
100.00
100.00
100.00
0.61
0.00
PASSING OF % STONE DUST
IS SIEVE Sample no- 1 Sample no- 2 Sample no- 3 Average Passing of %
100.00
100.00
100.00
86.50
11.16
2.29
0.00
PASSING OF % 10 MM AGG.
IS SIEVE Sample no- 1 Sample no- 2 Sample no- 3 Average Passing of %
Sample no- 3
Checked by
Average Passing of %
100.00
100.00
100.00
8.32
1.29
0.00
0.00
16.80
SOMA Representative IC Representative
PASSING OF % 40 MM AGG.
PASSING OF % 20 MM AGG.
IS SIEVE Sample no- 1 Sample no- 2
8/18/2019 228748706-1-Wmm-Mix-Design
18/24
:-
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.
Date: - 24.07.09
40 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
NATIONAL HIGHWAY AUTHORITY OF INDIASix laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To
387 +100 in the State of Haryana & Punjab
Remarks:-
10 MM
Combine
d
%
Passing
MID
LIMIT
SPECIFICATION
LIMIT AS PER
MORTH
IC RepresentativeSPV Representative
Checked byTested by
SOMA Representative
Average of Individual % Passing
IS SIEVE
% Taken for design
Name of the Work
20 MM Dust
WMM BLENDING
40 MM
0.00
20.00
40.00
60.00
80.00
100.00
120.00
0.01 0.10 1.00 10.00 100.00
P A S S I
N G
%
IS SIEVE SIZE
WMM BLENDING CURVE CHART
PASSING % LOWER LIMIT UPPER LIMIT
8/18/2019 228748706-1-Wmm-Mix-Design
19/24
:-
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.
Date: - 24.07.09
40 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
SOMA Representative SPV Representative IC Representative
40 MM 20 MM 10 MM Dust
Remarks:-
Tested by Checked by
NATIONAL HIGHWAY AUTHORITY OF INDIA
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
WMM BLENDING
IS SIEVE
Average of Individual % Passing % Taken for designCombine
d
%
Passing
MID
LIMIT
SPECIFICATION
LIMIT AS PER
MORTH
0.00
20.00
40.00
60.00
80.00
100.00
120.00
0.01 0.10 1.00 10.00 100.00
P A S S I
N G
%
IS SIEVE SIZE
WMM BLENDING CURVE CHART
Series1 Series2 Series3
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:-
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.Date: - 26.07.09
40 mm agg.-43%, 20 mm agg. - 8% , 10 mm agg. -21% , Stone dust - 28 % Total wt. 20000 gm
Lower Upper
53.00 100.00 100 100
45.00 97.50 95 100
22.40 70.00 60 80
11.20 50.00 40 60
4.75 32.50 25 40
2.36 22.50 15 30
0.600 15.00 8 22
0.075 4.00 0 8
NATIONAL HIGHWAY AUTHORITY OF INDIA
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
WMM COMBIEND GRADATION
IS SIEVEMID
LIMIT
SPECIFICATION
LIMIT AS PER
MORTH
Cumulative
Weight
Retained
Cumulative %
Retained
Cumulative %
Passing
SOMA Representative SPV Representative IC Representative
Remarks:-
Tested by Checked by
Wt. Of
Retained (gms)
0
200
5600
4560
3540
1210
1686
2600
0
200
5800
10360
13900
15110
16796
19396
0.00
1.00
29.00
51.80
69.50
75.55
83.98
96.98
100.00
99.00
71.00
48.20
30.50
24.45
16.02
3.02
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
90.00
100.00
110.00
0.01 0.10 1.00 10.00 100.00
Passing of % Mid Limit Lower Limit Upper Limit
IS SIEVE SIZE IN MM
COMBIEND GRADATION CURVE CHART
P A S S I N G
O F
%
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:-
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 :- 25.07.09
Sample No. :- 1 Frequency Test :-
Type of Material & Layer :- Source Approval :-
Source of Material :- Handeshar Sample at :- Saini Crusher
Mould No. 2 6066 Volume of mould (V)= 2256
Test No. 1 2 3 4 5 6
Wt. Of wet sample +mould (W2) gms 11270 11448 11510 11495 11410
Wt. Of wet sample (W3)=W2-W1 gms 5204 5382 5444 5429 5344
Wet density of sample, Yw=W3/V gms/cc 2.307 2.386 2.413 2.406 2.369
Tray no gms 14 3 13 10 16Weight of Tray W5 gms 596 378 574 562 562
Wt. Of wet sample+Tray. W6 gms 7058 5666 3720 4920 4920
Wt. Of dry sample+Tray.W7 gms 6795 5412 3556 4671 4635
Wt. Of water, W8=W6-W7 gms 263 254 164 249 285
Wt. Of dry sample,W9=W7-W5 gms 6199 5034 2982 4109 4073
Water Content w=100*W8/W9 % 4.24 5.05 5.50 6.06 7.00
Dry 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
MDD= 2.287 gm/cc
OMC= 5.50 %
Tested by
SOMA Representative SPV Representative IC Representative
RESULTS
Checked by
NATIONAL HIGHWAY AUTHORITY OF INDIA
Six laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To 387
+100 in the State of Haryana & Punjab
WMM
Wt. Of mould( W1)
Name of the Work
2.200
2.220
2.240
2.260
2.280
2.300
4 5 6 7
D r y D e n s i t y g m / c c
Moisture Content %
MDD
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:-
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 :- Date of testing
Sample No. :- 1 Frequency Test
Type of material & Layer :- WMM. Source approval
Source of Material :- Sample at:-
I II III IV i
No. of Blows / Penetration - mm 15 18 22 27
Container No. 5 23 41 59
Wt. Of Container + Wet sample gms. 64.65 69.85 92.22 86.12
Wt of Container + Dry sample gms. 59.79 64.03 82.33 77.00
Wt. Of Container gms. 34.73 36.75 38.82 40.1
Wt. Of Water ( C-D ) gms. 4.86 5.82 9.89 9.12
Wt. Of oven Dry Sample ( D-E ) gms. 25.06 27.28 43.51 36.9
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 - % Plasticty Index -
Tested by
22.00 N.P N.A
Handeshra
E
Plastic
26.0724.07.09
H
G
PARTICULARSLiquid limit
Saini C
Name of the WorkSix laning of Panipat to Jalandhar Section of NH-1 from Km. 096 + 000 To
in the State of Haryana & Punjab
Plastic Limit - %
N TION L HIGHW Y UTHORITY OF INDI
N .
B
A
D
C
F
IC RepresentativSPV RepresentativeSOMA Representative
Checked by
18
20
22
24
26
M o i s t u r e c o n t e n t %
Panetration (mm)
Flow curve
1020 40 50 60 70 930 80
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SOURCE :- HANDESHARA