TEST LABORATORY TECHNOVATION ENGINEERING. DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD AASHTO T191 (ASTM D1556) Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K. Proctor Standard / Modified Lab. Ref. No 46 Sample No. 1 Contractor :-Rab Nawaz & Co Consultant :- NESPAK Sampling Date. 10/02/2011 Project Name:G G P S Center Kothian Testing Date:- 12/02/2011 ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 AASHTO T 99 ASHTO T 180 B g 5003 5308 5453 5631 C Wt. Mould g 3717 3717 3717 3717 D Wt. Wet Soil g 1286 1591 1736 1914 E Volume of Mould cc. 871.3 871.3 871.3 871.3 F Wet Density g/cc D/E 1.476 1.826 1.992 2.197 G Container No. A B C D H Wt. Cont + Wet Soil g. 400 400 400 400 I Wt. Cont + Dry Soil g. 388 382 376 366 L Wt. Water g. H - 1 12 18 24 34 M Wt. Container g. 62 66 68 72 N Wt. Dry Soil g. I - M 326 316 308 294 Maximum Dry Density 1.970 g/ P Moisture Cont. % L / N 3.7 5.7 7.8 11.6 Optimum Moisture 11.5 % R Dry Density g/cc 1.425 1.729 1.852 1.970 Analyst : Remarks: TECHNOVATION ENG NESPAK (Approved By) Lab Technovation Inspector / Engineer A Signature Name IFTIKHAR AHMED Date Wt. Mould + Wet Soi (F/100 + P) X 100
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TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 46 Sample No. 1
Contractor :-Rab Nawaz & Co Consultant :- NESPAK Sampling Date. 10/02/2011
Project Name:G G P S Center Kothian Testing Date:- 12/02/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5003 5308 5453 5631 5507
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1286 1591 1736 1914 1790
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.476 1.826 1.992 2.197 2.054
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 388 382 376 366 360
L Wt. Water g. H - 1 12 18 24 34 40
M Wt. Container g. 62 66 68 72 78
N Wt. Dry Soil g. I - M 326 316 308 294 282
Maximum Dry Density 1.970 g/cc P Moisture Cont. % L / N 3.7 5.7 7.8 11.6 14.2
Optimum Moisture 11.5 % R Dry Density g/cc 1.425 1.729 1.852 1.970 1.801
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMEDDate
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 59 Sample No. 1
Contractor :-Yazdan Engineering Consultant :- NESPAK Sampling Date. 10/02/2011
Project Name:G G P S Sirri Paniyali Pkg # 52 A Testing Date:- 12/02/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5003 5308 5453 5604 5507
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1286 1591 1736 1887 1790
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.476 1.826 1.992 2.166 2.054
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 388 382 376 366 360
L Wt. Water g. H - 1 12 18 24 34 40
M Wt. Container g. 62 66 68 72 78
N Wt. Dry Soil g. I - M 326 316 308 294 282
Maximum Dry Density 1.942 g/cc P Moisture Cont. % L / N 3.7 5.7 7.8 11.6 14.2
Optimum Moisture 11.6 % R Dry Density g/cc 1.425 1.729 1.852 1.942 1.801
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMEDDate
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 48 Sample No. 1
Contractor : Rab Nawaz & Co Consultant :- NESPAK Sampling Date. 10/2/2011
Project Name:G G P S Center Kothian Testing Date:- 13/2/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4
AASHTO T 99 ASHTO T 180 B g 5109 5235 5410 5323
C Wt. Mould g 3717 3717 3750 3717
D Wt. Wet Soil g 1392 1518 1660 1606
E Volume of Mould cc. 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.598 1.742 1.905 1.843
G Container No. A B C D
H Wt. Cont + Wet Soil g. 300 300 300 300
I Wt. Cont + Dry Soil g. 290 284 277 270
L Wt. Water g. H - 1 10 16 23 30
M Wt. Container g. 62 64 68 72
N Wt. Dry Soil g. I - M 228 220 209 198
Maximum Dry Density 1.771 g/cc P Moisture Cont. % L / N 4.4 7.3 11.0 15.2
Optimum Moisture 11.0 % R Dry Density g/cc 1.542 1.650 1.771 1.653
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Incharge Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 13/2/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 46 Sample No. 1
Contractor :-M S Tariq Khan Consultant :- NESPAK Sampling Date. 04/02/2011
Project Name:G G P S Mong Sahlian Testing Date:- 06/02/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5340 5409 5531 5691 5507
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1623 1692 1814 1974 1790
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.863 1.942 2.082 2.266 2.054
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 292 285 279 272 265
L Wt. Water g. H - 1 8 15 21 28 35
M Wt. Container g. 62 66 68 72 78
N Wt. Dry Soil g. I - M 230 219 211 200 187
Maximum Dry Density 2.032 g/cc P Moisture Cont. % L / N 3.5 6.8 10.0 14.0 18.7
Optimum Moisture 14.0 % R Dry Density g/cc 1.798 1.839 1.935 2.032 1.801
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMEDDate
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 104 Sample No. 1
Contractor :-Relacome Pak.(Pvt) Ltd. Consultant :- NESPAK Sampling Date. 31/3/2011
Project Name:G G P S Chalhary Dheer Kot Testing Date:- 3/4/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5107 5290 5562 5690 5498
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1390 1573 1845 1973 1781
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.595 1.805 2.118 2.264 2.044
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 292 287 282 275 270
L Wt. Water g. H - 1 8 13 18 25 30
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 230 223 214 203 192
Maximum Dry Density 2.031 g/cc P Moisture Cont. % L / N 3.5 5.8 8.4 12.3 15.6
Optimum Moisture 12.3 % R Dry Density g/cc 1.540 1.710 1.968 2.031 1.791
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 3/4/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.
Sampling Date. 31/3/2011
Testing Date:- 3/4/2011
NESPAK (Approved By)
ARE
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 126 Sample No. 1
Contractor : Ittehad Engineering. Consultant :- NESPAK Sampling Date. 15/4/2011
Project Name:G G P S Chamiyati Kondi Dheer Kot Testing Date:- 18/4/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 4990 5147 5392 5522 5487
C Wt. Mould g 3717 3717 3750 3717 3717
D Wt. Wet Soil g 1273 1430 1642 1805 1770
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.461 1.641 1.885 2.072 2.031
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 292 287 282 275 270
L Wt. Water g. H - 1 8 13 20 25 30
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 230 223 214 203 192
Maximum Dry Density 1.858 g/cc P Moisture Cont. % L / N 3.5 5.8 9.3 12.3 15.6
Optimum Moisture 12.3 % R Dry Density g/cc 1.410 1.554 1.751 1.858 1.780
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 18/4/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 127 Sample No. 1
Contractor : Kastrel S.P.D Consultant :- NESPAK Sampling Date. 15/4/2011
Project Name:G P S Dhavi Dheer Kot Testing Date:- 18/4/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5160 5280 5492 5586 5470
C Wt. Mould g 3717 3717 3750 3717 3717
D Wt. Wet Soil g 1443 1563 1742 1869 1753
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.656 1.794 1.999 2.145 2.012
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 291 288 284 277 270
L Wt. Water g. H - 1 9 12 16 23 30
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 229 224 216 205 192
Maximum Dry Density 1.924 g/cc P Moisture Cont. % L / N 3.9 5.4 7.4 11.2 15.6
Optimum Moisture 11.2 % R Dry Density g/cc 1.599 1.699 1.858 1.924 1.763
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 18/4/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 153 Sample No. 1
Contractor : Behre Karam & Sons Consultant :- NESPAK Sampling Date. 28/4/2011
Project Name:G G P S Nalahy Mehra Testing Date:- 29/4/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5010 5190 5390 5554 5465
C Wt. Mould g 3717 3717 3750 3717 3717
D Wt. Wet Soil g 1293 1473 1640 1837 1748
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.484 1.691 1.882 2.108 2.006
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 387 379 372 365 360
L Wt. Water g. H - 1 13 21 28 35 40
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 325 315 304 293 282
Maximum Dry Density 1.891 g/cc P Moisture Cont. % L / N 4.0 6.7 9.2 11.9 14.2
Optimum Moisture 11.9 % R Dry Density g/cc 1.432 1.601 1.749 1.891 1.758
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name Iftikhar AhmedDate 18/4/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 411 Sample No. 1
Contractor : M/S Tariq Khan Consultant :- NESPAK Sampling Date. 15/9/2011
Project Name:G G P S Bhata Sangar Testing Date:- 17/9/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5013 5192 5390 5288
C Wt. Mould g 3717 3717 3750 3717
D Wt. Wet Soil g 1296 1475 1640 1571
E Volume of Mould cc. 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.487 1.693 1.882 1.803
G Container No. A B C D
H Wt. Cont + Wet Soil g. 400 400 400 400
I Wt. Cont + Dry Soil g. 387 379 372 365
L Wt. Water g. H - 1 13 21 28 35
M Wt. Container g. 62 64 68 72
N Wt. Dry Soil g. I - M 325 315 304 293
Maximum Dry Density 1.749 g/cc P Moisture Cont. % L / N 4.0 6.7 9.2 11.9
Optimum Moisture 9.2 % R Dry Density g/cc 1.436 1.603 1.749 1.617
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Incharge Inspector / Engineer ARE
Signature
Name Iftikhar AhmedDate 17/9/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 172 Sample No. 1
Contractor : Kestral S P D Consultant :- NESPAK Sampling Date. 4/5/2011
Project Name:G G P S Sanger Kot Testing Date:- 7/5/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5075 5258 5460 5615 5540
C Wt. Mould g 3717 3717 3750 3717 3717
D Wt. Wet Soil g 1358 1541 1710 1898 1823
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.559 1.769 1.963 2.178 2.092
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 389 385 378 370 364
L Wt. Water g. H - 1 11 15 22 30 36
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 327 321 310 298 286
Maximum Dry Density 1.954 g/cc P Moisture Cont. % L / N 3.4 4.7 7.1 10.1 12.6
Optimum Moisture 10.1 % R Dry Density g/cc 1.504 1.675 1.824 1.954 1.834
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name Iftikhar AhmedDate 18/4/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 175 Sample No. 1
Contractor : Crystel Engineering Consultant :- NESPAK Sampling Date. 6/6/2011
Project Name: G MosS Mohra Sahlian Testing Date:- 8/6/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 4992 5122 5283 5445 5369
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1275 1405 1566 1728 1652
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.463 1.613 1.797 1.983 1.896
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 292 288 283 278 274
L Wt. Water g. H - 1 8 12 17 22 26
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 230 224 215 206 196
Maximum Dry Density 1.779 g/cc P Moisture Cont. % L / N 3.5 5.4 7.9 10.7 13.3
Optimum Moisture 10.7 % R Dry Density g/cc 1.412 1.527 1.670 1.779 1.662
Analyst :
Remarks:
TECHNOVATION ENG
Lab Incharge Inspector / Engineer
Signature
Name IFTIKHAR AHMED
Date 8/6/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 187 Sample No. 1
Contractor : M/S Iqbal Construction Consultant :- NESPAK Sampling Date. 23/5/2011
Project Name:G G P S Gori Kair Testing Date:- 25/5/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5113 5240 5363 5488 5407
C Wt. Mould g 3717 3717 3750 3717 3717
D Wt. Wet Soil g 1396 1523 1613 1771 1690
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.602 1.748 1.851 2.033 1.940
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 291 286 280 274 268
L Wt. Water g. H - 1 9 14 20 26 32
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 229 222 212 202 190
Maximum Dry Density 1.823 g/cc P Moisture Cont. % L / N 3.9 6.3 9.4 12.9 16.8
Optimum Moisture 12.9 % R Dry Density g/cc 1.547 1.655 1.720 1.823 1.700
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name Iftikhar AhmedDate 18/4/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 242 Sample No. 1
Contractor : M/S Prime Construction Consultant :- NESPAK Sampling Date. 20/6/2011
Project Name:G B H S Choor Pkg # 25 Testing Date:- 22/6/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5113 5240 5363 5488 5407
C Wt. Mould g 3717 3717 3750 3717 3717
D Wt. Wet Soil g 1396 1523 1613 1771 1690
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.602 1.748 1.851 2.033 1.940
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 291 286 280 274 268
L Wt. Water g. H - 1 9 14 20 26 32
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 229 222 212 202 190
Maximum Dry Density 1.823 g/cc P Moisture Cont. % L / N 3.9 6.3 9.4 12.9 16.8
Optimum Moisture 12.9 % R Dry Density g/cc 1.547 1.655 1.720 1.823 1.700
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name Iftikhar AhmedDate 22/6/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 4 Sample No. 1
Contractor : Raja Mamshad & Co Consultant :- NESPAK Sampling Date. 23/11/2010
Project Name:G B P S Subo Kot Testing Date:- 25/11/2010
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 4990 5147 5392 5522 5487
C Wt. Mould g 3717 3717 3750 3717 3717
D Wt. Wet Soil g 1273 1430 1642 1805 1770
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.461 1.641 1.885 2.072 2.031
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 292 287 282 275 270
L Wt. Water g. H - 1 8 13 20 25 30
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 230 223 214 203 192
Maximum Dry Density 1.858 g/cc P Moisture Cont. % L / N 3.5 5.8 9.3 12.3 15.6
Optimum Moisture 12.3 % R Dry Density g/cc 1.410 1.554 1.751 1.858 1.780
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 46 Sample No. 1
Contractor :-M S Tariq Khan Consultant :- NESPAK Sampling Date. 04/02/2011
Project Name:G G P S Mong Sahlian Testing Date:- 06/02/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5340 5409 5531 5691 5507
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1623 1692 1814 1974 1790
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.863 1.942 2.082 2.266 2.054
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 292 285 279 272 265
L Wt. Water g. H - 1 8 15 21 28 35
M Wt. Container g. 62 66 68 72 78
N Wt. Dry Soil g. I - M 230 219 211 200 187
Maximum Dry Density 2.032 g/cc P Moisture Cont. % L / N 3.5 6.8 10.0 14.0 18.7
Optimum Moisture 14.0 % R Dry Density g/cc 1.798 1.839 1.935 2.032 1.801
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMEDDate
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 4 Sample No. 1
Contractor : Raja Mamshad & Co Consultant :- NESPAK Sampling Date. 23/11/2010
Project Name:G B P S Subo Kot Testing Date:- 25/11/2010
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 4990 5147 5392 5522 5487
C Wt. Mould g 3717 3717 3750 3717 3717
D Wt. Wet Soil g 1273 1430 1642 1805 1770
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.461 1.641 1.885 2.072 2.031
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 292 287 282 275 270
L Wt. Water g. H - 1 8 13 20 25 30
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 230 223 214 203 192
Maximum Dry Density 1.858 g/cc P Moisture Cont. % L / N 3.5 5.8 9.3 12.3 15.6
Optimum Moisture 12.3 % R Dry Density g/cc 1.410 1.554 1.751 1.858 1.780
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Technovation Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 410 Sample No. 1
Contractor : Consultant :- Sampling Date. 30/9/2011
Project Name: Testing Date:- 2/10/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 4992 5122 5283 5445 5369
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1275 1405 1566 1728 1652
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.463 1.613 1.797 1.983 1.896
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 292 288 283 278 274
L Wt. Water g. H - 1 8 12 17 22 26
M Wt. Container g. 62 64 68 72 78
N Wt. Dry Soil g. I - M 230 224 215 206 196
Maximum Dry Density 1.779 g/cc P Moisture Cont. % L / N 3.5 5.4 7.9 10.7 13.3
Optimum Moisture 10.7 % R Dry Density g/cc 1.412 1.527 1.670 1.779 1.662
Analyst :
Remarks:
TECHNOVATION ENG
Lab Incharge Inspector / Engineer
Signature
Name IFTIKHAR AHMED
Date 2/10/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 413 Sample No. 1
Contractor :M/S Tariq Khan Consultant :- NESPAK Sampling Date. `15/9/2011
Project Name:G G P S Bhata Sangar Testing Date:- 17/9/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 4992 5119 5328 5499 5369
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1275 1402 1611 1782 1652
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.463 1.609 1.849 2.045 1.896
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 300 300 300 300 300
I Wt. Cont + Dry Soil g. 288 285 283 278 271
L Wt. Water g. H - 1 12 15 17 22 29
M Wt. Container g. 62 64 70 74 78
N Wt. Dry Soil g. I - M 226 221 213 204 193
Maximum Dry Density 1.833 g/cc P Moisture Cont. % L / N 5.3 6.8 8.0 10.8 15.0
Optimum Moisture 10.8 % R Dry Density g/cc 1.412 1.524 1.718 1.834 1.662
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Incharge Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 17/9/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 413 Sample No. 1
Contractor :M/S Lukman Brother s & Co Consultant :- NESPAK Sampling Date. `13/9/2011
Project Name:G B I C Chiralla Testing Date:- 14/9/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5070 5209 5404 5561 5435
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1353 1492 1687 1844 1718
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.553 1.712 1.936 2.116 1.972
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 386 382 376 366 360
L Wt. Water g. H - 1 14 18 24 34 40
M Wt. Container g. 62 64 70 74 78
N Wt. Dry Soil g. I - M 324 318 306 292 282
Maximum Dry Density 1.833 g/cc P Moisture Cont. % L / N 4.3 5.7 7.8 11.6 14.2
Optimum Moisture 10.8 % R Dry Density g/cc 1.499 1.622 1.799 1.898 1.728
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Incharge Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 14/9/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 413 Sample No. 1
Contractor :M/S Lukman Brother s & Co Consultant :- NESPAK Sampling Date. `13/9/2011
Project Name:G GI C Chiralla Testing Date:- 14/9/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5070 5209 5404 5561 5435
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1353 1492 1687 1844 1718
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.553 1.712 1.936 2.116 1.972
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 386 382 376 366 360
L Wt. Water g. H - 1 14 18 24 34 40
M Wt. Container g. 62 64 70 74 78
N Wt. Dry Soil g. I - M 324 318 306 292 282
Maximum Dry Density 1.833 g/cc P Moisture Cont. % L / N 4.3 5.7 7.8 11.6 14.2
Optimum Moisture 10.8 % R Dry Density g/cc 1.499 1.622 1.799 1.898 1.728
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Incharge Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 14/9/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 423 Sample No. 1
Contractor :M/S Iqbal Construction Consultant :- NESPAK Sampling Date. `27/9/2011
Project Name:G MosS Kery Sangar Dakhli Testing Date:- 29/9/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 4957 5100 5254 5416 5341
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1240 1383 1537 1699 1624
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.423 1.587 1.764 1.950 1.864
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 385 380 374 370 365
L Wt. Water g. H - 1 15 20 26 30 35
M Wt. Container g. 62 64 70 74 78
N Wt. Dry Soil g. I - M 323 316 304 296 287
Maximum Dry Density 1.749 g/cc P Moisture Cont. % L / N 4.6 6.3 8.6 10.1 12.2
Optimum Moisture 10.1 % R Dry Density g/cc 1.374 1.503 1.639 1.749 1.634
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Incharge Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 30/9/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 439 Sample No. 1
Contractor :M/S Junaidia Interprises Consultant :- NESPAK Sampling Date. `18/9/2011
Project Name:G MosS Rami Kot Testing Date:- 21/9/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5129 5230 5380 5539 5441
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1412 1513 1663 1822 1724
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.621 1.736 1.909 2.091 1.979
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 383 379 373 367 362
L Wt. Water g. H - 1 17 21 27 33 38
M Wt. Container g. 62 64 70 74 78
N Wt. Dry Soil g. I - M 321 315 303 293 284
Maximum Dry Density 1.875 g/cc P Moisture Cont. % L / N 5.3 6.7 8.9 11.3 13.4
Optimum Moisture 11.3 % R Dry Density g/cc 1.564 1.644 1.774 1.875 1.734
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Incharge Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 24/9/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 381 Sample No. 1
Contractor :M/S Lukman Brothes s Consultant :- NESPAK Sampling Date. `13/9/2011
Project Name:G B I C Chiralla Testing Date:- 14/9/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 5213 5319 5427 5561 5435
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1496 1602 1710 1844 1718
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.717 1.839 1.963 2.116 1.972
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 387 379 372 366 360
L Wt. Water g. H - 1 13 21 28 34 40
M Wt. Container g. 62 64 70 74 78
N Wt. Dry Soil g. I - M 325 315 302 292 282
Maximum Dry Density 1.898 g/cc P Moisture Cont. % L / N 4.0 6.7 9.3 11.6 14.2
Optimum Moisture 11.6 % R Dry Density g/cc 1.657 1.741 1.824 1.898 1.728
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Incharge Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 14/9/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
TEST LABORATORY TECHNOVATION ENGINEERING.
DENSITY OF SOIL IN-PLACE BY THE SAND-CONE METHOD
AASHTO T191 (ASTM D1556)
Near Govt. Boys College, Sudhan Gali Road Nindrai Bagh AJ&K.Proctor Standard / Modified Lab. Ref. No. 475 Sample No. 1
Contractor :M/S Techno Creat Group Consultant :- NESPAK Sampling Date. `26/11/2011
Project Name:G G M S Qadrabad Testing Date:- 29/11/2011
ASTM D 698 ASTM D 1557 A Mould No. 1 2 3 4 5
AASHTO T 99 ASHTO T 180 B g 4993 5165 5335 5504 5430
C Wt. Mould g 3717 3717 3717 3717 3717
D Wt. Wet Soil g 1276 1448 1618 1787 1713
E Volume of Mould cc. 871.3 871.3 871.3 871.3 871.3
F Wet Density g/cc D/E 1.464 1.662 1.857 2.051 1.966
G Container No. A B C D E
H Wt. Cont + Wet Soil g. 400 400 400 400 400
I Wt. Cont + Dry Soil g. 387 384 379 371 365
L Wt. Water g. H - 1 13 16 21 29 35
M Wt. Container g. 62 64 70 74 78
N Wt. Dry Soil g. I - M 325 320 309 297 287
Maximum Dry Density 1.839 g/cc P Moisture Cont. % L / N 4.0 5.0 6.8 9.8 12.2
Optimum Moisture 9.8 % R Dry Density g/cc 1.414 1.574 1.726 1.839 1.723
Analyst :
Remarks:
TECHNOVATION ENG NESPAK (Approved By)
Lab Incharge Inspector / Engineer ARE
Signature
Name IFTIKHAR AHMED
Date 3/12/2011
Wt. Mould + Wet Soil
(F/100 + P) X 100
United Engineers and ContractorsConstruction of Faculty of Education Complex | KIU Giligit.
Consultant : EA Consultants
Sieve Analysis Test of Fine Aggregates
TEST DATE: 25/8/2015 Total Weight 5200Sieve Size Seive Size Retained wt Cumulative Retained Passing Specification
Inch mm gm Retained wt (g) % %
3/4"#4 60 60 1.2% 98.8% 95-100#8 465 525 10.1% 89.9% 80-90
#16 356 881 16.9% 83.1% 50-85#30 1243 2124 40.8% 59.2% 25-60#50 1543 3667 70.5% 29.5% 10-30%
#100 1450 5117 98.4% 1.6% 2-10%
#200 83 5200 100.0% 0.0% 0%
pan3.38
Remarks:
Tested By UEC EA
Representative REPRESENTATIVEName Name Name
Designation LAB TECH. Designation CQCI Designation
Signature Signature Signature
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