Name of Work ::Item of Work ::

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6720 6720 6700 6710 6690 6710 6730 6730 67305 W2 gm 6022 6076 6058 6096 6034 6042 6034 6100 60206 W3=(W1-W2) gm 698 644 642 614 656 668 696 630 7107 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 325 271 269 241 283 295 323 257 3379 W6 gm 490 418 412 372 426 452 494 386 50610 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.14 2.18 2.18 2.20 2.13 2.17 2.16 2.13 2.1212 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.35 95.25 95.02 95.92 93.12 94.66 94.33 92.88 92.7916

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)Moisture ContentDry Density of Sample

DENSITY OF S.D.B.C. BY "SAND REPLACEMENT" METHOD

2 3Item of Work

S.No DESCRIPTION Notation - Units

SDBCWt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6710 6700 6720 6690 6730 6720 6700 67005 W2 gm 6064 6088 6050 6086 6056 6094 6034 6052 60806 W3=(W1-W2) gm 636 622 650 634 634 636 686 648 6207 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 263 249 277 261 261 263 313 275 2479 W6 gm 408 374 432 394 406 398 482 422 37810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.20 2.14 2.20 2.14 2.20 2.15 2.18 2.17 2.1712 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.98 93.32 96.20 93.26 95.89 93.74 95.20 94.76 94.8416

1718

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of SAMPLE ( Weight/ Volume)

Date

Location

3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

2

Dry Density of Sample

Weight of Sand in Test Hole

Remarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Weight of Sand in Cone Only ( Predetermined )

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6720 6690 6730 6710 6690 6710 6730 6710 67005 W2 gm 6018 6018 6080 6056 6004 6082 6096 6080 60246 W3=(W1-W2) gm 702 672 650 654 686 628 634 630 6767 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 329 299 277 281 313 255 261 257 3039 W6 gm 512 452 416 428 490 384 390 392 47210 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.20 2.14 2.13 2.15 2.21 2.14 2.12 2.15 2.2112 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.15 93.31 93.01 93.70 96.42 93.41 92.54 93.90 96.3916

1718

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

S.No DESCRIPTION Notation - Units

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6710 6690 6720 6720 6690 6690 6690 67005 W2 gm 6084 6042 6052 6052 6034 6028 6048 6046 60906 W3=(W1-W2) gm 626 668 638 668 686 662 642 644 6107 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 253 295 265 295 313 289 269 271 2379 W6 gm 382 442 402 452 484 432 406 412 36810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.14 2.13 2.14 2.18 2.19 2.11 2.13 2.15 2.2112 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.58 93.03 93.59 95.13 95.74 92.32 93.23 93.99 96.3416

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6690 6700 6710 6710 6720 6690 6700 6700 67305 W2 gm 6048 6058 5996 6096 6066 6018 6044 6082 60886 W3=(W1-W2) gm 642 642 714 614 654 672 656 618 6427 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 269 269 341 241 281 299 283 245 2699 W6 gm 420 416 510 372 430 448 432 380 41810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.21 2.18 2.11 2.19 2.17 2.12 2.16 2.19 2.2012 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.43 95.05 92.20 95.44 94.95 92.70 94.43 95.53 95.9116

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6720 6720 6710 6710 6720 6720 6720 6720 67305 W2 gm 6078 6108 6090 6028 6022 6020 6020 6076 60746 W3=(W1-W2) gm 642 612 620 682 698 700 700 644 6567 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 269 239 247 309 325 327 327 271 2839 W6 gm 406 360 380 482 504 504 494 418 43210 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.14 2.12 2.19 2.21 2.20 2.18 2.14 2.19 2.1612 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.36 92.78 95.46 96.48 96.07 95.38 93.56 95.46 94.1616

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

2 3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

LocationWeight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Dry Density of Sample

Weight of Sand in Test Hole

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6690 6690 6710 6730 6720 6700 6700 6700 66905 W2 gm 6038 5984 6052 6094 6106 6066 6018 6080 60646 W3=(W1-W2) gm 652 706 658 636 614 634 682 620 6267 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 279 333 285 263 241 261 309 247 2539 W6 gm 426 500 442 402 376 390 484 370 39210 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.16 2.12 2.20 2.17 2.22 2.12 2.22 2.12 2.2012 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 94.12 92.64 95.93 94.65 96.82 92.68 96.91 92.48 96.2116

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6700 6720 6690 6690 6730 6720 6720 67105 W2 gm 6032 6032 6088 6034 6034 6038 6024 6036 60566 W3=(W1-W2) gm 678 668 632 656 656 692 696 684 6547 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 305 295 259 283 283 319 323 311 2819 W6 gm 458 462 388 436 428 484 498 476 43410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.12 2.22 2.13 2.18 2.14 2.15 2.18 2.16 2.1812 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 92.66 96.90 92.86 95.34 93.60 94.04 95.18 94.49 95.2116

1718

Density of Sand ( Predetermined )

Weight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouring

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture ContentDry Density of Sample

Percentage of COMPACTIONRemarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6690 6690 6700 6730 6700 6690 6720 6720 67305 W2 gm 6040 6086 6078 6062 6044 6060 6088 6078 60946 W3=(W1-W2) gm 650 604 622 668 656 630 632 642 6367 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 277 231 249 295 283 257 259 269 2639 W6 gm 418 358 388 452 428 392 394 418 39810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.13 2.18 2.21 2.17 2.14 2.16 2.15 2.20 2.1412 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.03 95.25 96.43 94.93 93.50 94.25 94.03 96.12 93.2916

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)Moisture ContentDry Density of Sample

2 3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6720 6690 6690 6720 6710 6710 6690 66905 W2 gm 6076 6026 6032 6014 6072 6044 6090 6000 60706 W3=(W1-W2) gm 624 694 658 676 648 666 620 690 6207 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 251 321 285 303 275 293 247 317 2479 W6 gm 388 490 440 462 428 434 384 484 37610 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.19 2.16 2.19 2.16 2.21 2.11 2.20 2.17 2.1612 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.42 94.33 95.72 94.23 96.67 92.02 96.23 94.70 94.2916

1718

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of SAMPLE ( Weight/ Volume)

Weight of Sand in Cone Only ( Predetermined )

Date

Location

3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

2

Dry Density of Sample

Weight of Sand in Test Hole

Remarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6710 6710 6720 6720 6730 6690 6720 67305 W2 gm 6080 6072 6068 6104 6096 6060 6004 6028 60286 W3=(W1-W2) gm 630 638 642 616 624 670 686 692 7027 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 257 265 269 243 251 297 313 319 3299 W6 gm 402 408 404 378 392 448 488 486 49810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.22 2.19 2.12 2.19 2.20 2.14 2.21 2.16 2.1512 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.89 95.50 92.68 95.81 96.04 93.39 96.31 94.31 93.8416

1718

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

S.No DESCRIPTION Notation - Units

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6700 6720 6690 6730 6700 6710 6690 67105 W2 gm 6090 5990 6092 6036 6116 5990 6014 6038 60986 W3=(W1-W2) gm 620 710 628 654 614 710 696 652 6127 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 247 337 255 281 241 337 323 279 2399 W6 gm 384 516 390 438 370 520 496 416 37410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.20 2.17 2.16 2.20 2.17 2.18 2.18 2.11 2.2012 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.19 94.61 94.26 96.14 94.81 95.37 95.23 92.33 96.2116

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6700 6710 6710 6700 6700 6700 6690 67205 W2 gm 6020 6016 6018 6006 6052 6000 6046 6014 60486 W3=(W1-W2) gm 680 684 692 704 648 700 654 676 6727 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 307 311 319 331 275 327 281 303 2999 W6 gm 482 476 476 512 424 510 432 458 44410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.22 2.17 2.11 2.20 2.19 2.21 2.18 2.14 2.1112 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.75 94.75 92.10 96.07 95.42 96.38 95.40 93.56 92.0316

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6690 6730 6720 6710 6720 6690 6710 67205 W2 gm 5992 6024 6084 6076 6054 6074 6072 6094 60506 W3=(W1-W2) gm 718 666 646 644 656 646 618 616 6707 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 345 293 273 271 283 273 245 243 2979 W6 gm 540 446 418 424 432 428 364 362 45010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.22 2.16 2.18 2.21 2.15 2.21 2.11 2.11 2.1412 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.82 94.29 95.06 96.67 94.09 96.69 92.18 92.02 93.4316

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

2 3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

LocationWeight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Dry Density of Sample

Weight of Sand in Test Hole

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6700 6720 6710 6690 6710 6700 6710 67005 W2 gm 6088 6048 6020 6056 6054 6028 6082 6036 60086 W3=(W1-W2) gm 622 652 700 654 636 682 618 674 6927 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 249 279 327 281 263 309 245 301 3199 W6 gm 376 426 496 424 404 482 382 464 49010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.15 2.17 2.15 2.13 2.19 2.20 2.21 2.18 2.1712 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.81 94.58 94.04 93.14 95.42 96.27 96.35 95.06 94.9116

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6690 6700 6690 6700 6710 6730 6730 6720 67305 W2 gm 6040 6042 6022 6084 6084 6058 6034 6108 61146 W3=(W1-W2) gm 650 658 668 616 626 672 696 612 6167 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 277 285 295 243 253 299 323 239 2439 W6 gm 432 428 444 376 378 462 486 358 36610 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.22 2.13 2.13 2.20 2.11 2.18 2.13 2.12 2.1312 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.75 92.96 93.08 96.22 92.11 95.15 93.05 92.74 93.1416

1718

Density of Sand ( Predetermined )

Weight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouring

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture ContentDry Density of Sample

Percentage of COMPACTIONRemarks

Name of Work ::Item of Work ::

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6710 6730 6700 6700 6720 6710 6710 67205 W2 gm 6066 6048 6118 6060 6048 6112 6036 6028 60726 W3=(W1-W2) gm 644 662 612 640 652 608 674 682 6487 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 271 289 239 267 279 235 301 309 2759 W6 gm 420 436 370 404 428 364 454 486 41810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.20 2.13 2.18 2.14 2.17 2.20 2.13 2.22 2.1512 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.90 93.16 95.23 93.55 94.60 95.93 93.18 96.83 94.0316

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)Moisture ContentDry Density of Sample

DENSITY OF S.D.B.C. BY "SAND REPLACEMENT" METHOD

2 3Item of Work

S.No DESCRIPTION Notation - Units

SDBCWt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6690 6720 6690 6700 6720 6700 6700 6690 67305 W2 gm 6006 6094 6040 6022 6078 6036 6030 6016 60966 W3=(W1-W2) gm 684 626 650 678 642 664 670 674 6347 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 311 253 277 305 269 291 297 301 2619 W6 gm 484 380 432 456 416 434 462 454 40810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.20 2.13 2.21 2.11 2.19 2.11 2.20 2.13 2.2112 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.98 92.85 96.40 92.20 95.74 92.34 96.22 92.99 96.6216

1718

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of SAMPLE ( Weight/ Volume)

Date

Location

3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

2

Dry Density of Sample

Weight of Sand in Test Hole

Remarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Weight of Sand in Cone Only ( Predetermined )

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6730 6710 6720 6700 6690 6730 6730 6710 67305 W2 gm 6086 6092 6084 6032 6022 6116 6068 6040 60886 W3=(W1-W2) gm 644 618 636 668 668 614 662 670 6427 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 271 245 263 295 295 241 289 297 2699 W6 gm 412 368 392 452 442 364 448 446 41610 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.15 2.12 2.11 2.17 2.12 2.15 2.20 2.12 2.2012 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.78 92.40 92.16 94.69 92.38 93.70 96.18 92.79 95.8616

1718

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

S.No DESCRIPTION Notation - Units

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6720 6720 6700 6710 6720 6710 6700 6690 67105 W2 gm 6028 6022 6000 6106 6044 6062 6086 6032 60426 W3=(W1-W2) gm 692 698 700 604 676 648 614 658 6687 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 319 325 327 231 303 275 241 285 2959 W6 gm 480 508 512 348 476 422 362 446 46010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.13 2.21 2.21 2.13 2.21 2.18 2.13 2.22 2.2012 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.08 96.62 96.70 93.15 96.69 95.11 92.83 96.75 95.9616

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6720 6690 6700 6710 6690 6720 6690 67005 W2 gm 6026 6042 6034 5984 6052 6076 6014 6086 60606 W3=(W1-W2) gm 684 678 656 716 658 614 706 604 6407 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 311 305 283 343 285 241 333 231 2679 W6 gm 468 476 438 534 442 366 502 356 40210 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.13 2.20 2.20 2.20 2.20 2.14 2.13 2.20 2.1212 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.05 96.26 95.97 96.20 95.95 93.60 93.18 95.92 92.7016

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6690 6700 6730 6700 6720 6730 6700 67205 W2 gm 6048 6072 6012 6060 6064 6054 6046 6050 60766 W3=(W1-W2) gm 652 618 688 670 636 666 684 650 6447 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 279 245 315 297 263 293 311 277 2719 W6 gm 428 380 490 456 402 452 482 430 40410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.18 2.20 2.21 2.18 2.16 2.19 2.19 2.19 2.1112 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.26 96.08 96.29 95.06 94.33 95.56 95.53 95.64 92.2216

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

2 3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

LocationWeight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Dry Density of Sample

Weight of Sand in Test Hole

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6720 6700 6690 6730 6700 6710 6700 67205 W2 gm 6056 6080 6078 6026 6028 6028 6062 6050 60546 W3=(W1-W2) gm 644 640 622 664 702 672 648 650 6667 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 271 267 249 291 329 299 275 277 2939 W6 gm 420 404 386 442 496 446 420 432 45610 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.19 2.14 2.18 2.15 2.13 2.12 2.16 2.21 2.2012 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.69 93.36 95.37 94.02 93.12 92.43 94.51 96.41 96.0816

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6720 6700 6700 6710 6710 6700 6730 67305 W2 gm 6054 6050 6014 6074 6048 6018 6040 6076 61166 W3=(W1-W2) gm 646 670 686 626 662 692 660 654 6147 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 273 297 313 253 289 319 287 281 2419 W6 gm 424 458 466 394 434 496 434 434 36810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.21 2.19 2.12 2.21 2.13 2.19 2.14 2.19 2.1712 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.35 95.56 92.45 96.41 93.02 95.80 93.51 95.55 94.8416

1718

Density of Sand ( Predetermined )

Weight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouring

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture ContentDry Density of Sample

Percentage of COMPACTIONRemarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6700 6690 6700 6720 6700 6690 6690 67305 W2 gm 6060 6038 6054 6074 6072 6056 6062 6004 61026 W3=(W1-W2) gm 650 662 636 626 648 644 628 686 6287 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 277 289 263 253 275 271 255 313 2559 W6 gm 432 452 392 378 428 418 388 480 39410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.20 2.21 2.11 2.11 2.20 2.18 2.16 2.17 2.1812 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.19 96.59 92.10 92.22 95.91 95.29 94.46 94.96 95.2416

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)Moisture ContentDry Density of Sample

2 3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6720 6730 6720 6700 6730 6730 6730 67305 W2 gm 6004 6054 6124 6062 6078 6046 6070 6086 61026 W3=(W1-W2) gm 696 666 606 658 622 684 660 644 6287 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 323 293 233 285 249 311 287 271 2559 W6 gm 494 448 366 434 384 478 436 412 40010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.17 2.16 2.22 2.15 2.19 2.18 2.16 2.15 2.2112 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 94.75 94.32 96.96 93.90 95.64 95.00 94.35 93.88 96.5916

1718

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of SAMPLE ( Weight/ Volume)

Weight of Sand in Cone Only ( Predetermined )

Date

Location

3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

2

Dry Density of Sample

Weight of Sand in Test Hole

Remarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6730 6730 6690 6720 6730 6710 6720 6730 67105 W2 gm 6110 6120 6028 6080 6130 6052 6088 6088 60726 W3=(W1-W2) gm 620 610 662 640 600 658 632 642 6387 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 247 237 289 267 227 285 259 269 2659 W6 gm 384 358 436 416 342 430 394 408 40210 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.21 2.14 2.13 2.20 2.13 2.13 2.16 2.15 2.1412 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.66 93.67 93.15 96.12 93.12 93.13 94.21 93.97 93.6516

1718

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

S.No DESCRIPTION Notation - Units

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6730 6730 6730 6690 6710 6690 6730 66905 W2 gm 6030 6096 6042 6078 6072 6100 6026 6040 60546 W3=(W1-W2) gm 670 634 688 652 618 610 664 690 6367 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 297 261 315 279 245 237 291 317 2639 W6 gm 466 390 472 436 382 358 452 494 40010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.22 2.12 2.12 2.21 2.21 2.15 2.19 2.21 2.1512 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.82 92.53 92.62 96.62 96.52 93.94 95.81 96.32 93.6916

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6710 6720 6700 6720 6700 6710 6710 67305 W2 gm 6004 6064 6070 6024 6094 6070 6082 6042 60786 W3=(W1-W2) gm 696 646 650 676 626 630 628 668 6527 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 323 273 277 303 253 257 255 295 2799 W6 gm 488 420 426 464 390 392 386 446 42210 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.14 2.18 2.18 2.17 2.18 2.16 2.15 2.14 2.1412 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.36 95.40 95.19 94.76 95.06 94.35 93.72 93.56 93.6316

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6730 6720 6710 6690 6700 6720 6720 6720 67205 W2 gm 6078 6070 6026 6020 5994 6110 6030 6078 60246 W3=(W1-W2) gm 652 650 684 670 706 610 690 642 6967 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 279 277 311 297 333 237 317 269 3239 W6 gm 416 424 484 446 518 358 494 414 49610 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.12 2.16 2.20 2.12 2.20 2.14 2.20 2.17 2.1812 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 92.46 94.52 95.93 92.51 96.12 93.36 96.23 94.59 95.1516

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

2 3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

LocationWeight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Dry Density of Sample

Weight of Sand in Test Hole

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6720 6730 6730 6720 6710 6710 6690 6690 67105 W2 gm 6084 6106 6072 6042 6018 6022 6012 6008 60826 W3=(W1-W2) gm 636 624 658 678 692 688 678 682 6287 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 263 251 285 305 319 315 305 309 2559 W6 gm 398 384 426 476 494 476 460 470 39210 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.14 2.17 2.12 2.21 2.20 2.14 2.13 2.15 2.1712 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.36 94.84 92.55 96.72 95.95 93.62 93.13 93.83 94.8316

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6730 6700 6700 6730 6710 6720 6730 6690 67305 W2 gm 6062 6064 6058 6036 6088 6014 6036 6010 61006 W3=(W1-W2) gm 668 636 642 694 622 706 694 680 6307 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 295 263 269 321 249 333 321 307 2579 W6 gm 456 396 418 492 384 522 486 478 38610 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.20 2.14 2.19 2.17 2.18 2.22 2.15 2.20 2.1212 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.89 93.43 95.79 94.94 95.36 96.81 93.86 96.05 92.7316

1718

Density of Sand ( Predetermined )

Weight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouring

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture ContentDry Density of Sample

Percentage of COMPACTIONRemarks

Name of Work ::Item of Work ::

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6690 6710 6700 6700 6690 6690 6710 6710 67105 W2 gm 6000 6014 6056 5984 6034 6010 6024 6078 60246 W3=(W1-W2) gm 690 696 644 716 656 680 686 632 6867 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 317 323 271 343 283 307 313 259 3139 W6 gm 478 500 406 530 428 458 482 404 47810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.14 2.19 2.13 2.19 2.14 2.12 2.19 2.21 2.1712 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.25 95.63 92.82 95.56 93.25 92.43 95.51 96.33 94.6016

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)Moisture ContentDry Density of Sample

DENSITY OF S.D.B.C. BY "SAND REPLACEMENT" METHOD

2 3Item of Work

S.No DESCRIPTION Notation - Units

SDBCWt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6730 6710 6710 6710 6700 6690 6710 67305 W2 gm 6020 6052 6042 6078 6056 6088 6048 6070 61046 W3=(W1-W2) gm 680 678 668 632 654 612 642 640 6267 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 307 305 295 259 281 239 269 267 2539 W6 gm 456 474 440 402 432 364 410 398 38010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.11 2.21 2.11 2.19 2.17 2.17 2.16 2.11 2.1412 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 92.02 96.49 92.33 95.83 94.91 94.56 94.51 92.15 93.3016

1718

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of SAMPLE ( Weight/ Volume)

Date

Location

3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

2

Dry Density of Sample

Weight of Sand in Test Hole

Remarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Weight of Sand in Cone Only ( Predetermined )

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6720 6720 6710 6730 6700 6700 6720 6710 67305 W2 gm 6110 6028 6066 6032 6038 6012 6078 6054 60266 W3=(W1-W2) gm 610 692 644 698 662 688 642 656 7047 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 237 319 271 325 289 315 269 283 3319 W6 gm 370 498 412 492 436 486 410 432 52010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.21 2.22 2.15 2.14 2.13 2.19 2.15 2.16 2.2212 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.55 96.91 93.77 93.66 93.14 95.44 93.98 94.46 96.8216

1718

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

S.No DESCRIPTION Notation - Units

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6720 6720 6720 6710 6710 6690 6720 67005 W2 gm 6026 6030 6040 6054 6090 6068 6050 6100 59966 W3=(W1-W2) gm 674 690 680 666 620 642 640 620 7047 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 301 317 307 293 247 269 267 247 3319 W6 gm 470 472 468 442 374 406 418 376 50810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.21 2.11 2.16 2.14 2.15 2.13 2.22 2.16 2.1712 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.65 92.07 94.16 93.65 93.74 93.00 96.88 94.29 94.9516

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6700 6690 6720 6730 6690 6730 6710 6730 67305 W2 gm 6038 6004 6030 6064 6038 6056 6054 6116 60626 W3=(W1-W2) gm 662 686 690 666 652 674 656 614 6687 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 289 313 317 293 279 301 283 241 2959 W6 gm 446 486 492 454 424 468 422 368 46210 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.18 2.19 2.20 2.20 2.15 2.20 2.11 2.16 2.2212 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.29 95.68 96.07 96.11 94.08 96.25 92.22 94.33 96.9416

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6720 6730 6700 6730 6730 6710 6730 6720 67005 W2 gm 6076 6092 6036 6082 6122 6018 6028 6082 60506 W3=(W1-W2) gm 644 638 664 648 608 692 702 638 6507 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 271 265 291 275 235 319 329 265 2779 W6 gm 418 400 446 414 350 498 512 398 41410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.17 2.13 2.18 2.14 2.12 2.21 2.20 2.12 2.1212 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 94.97 93.23 95.22 93.32 92.44 96.54 96.11 92.74 92.7816

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

2 3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

LocationWeight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Dry Density of Sample

Weight of Sand in Test Hole

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6720 6700 6700 6700 6730 6730 6720 6720 66905 W2 gm 6058 6022 6068 6034 6034 6068 6088 6070 60626 W3=(W1-W2) gm 662 678 632 666 696 662 632 650 6287 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 289 305 259 293 323 289 259 277 2559 W6 gm 444 470 402 452 494 434 396 430 39410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.18 2.18 2.20 2.19 2.17 2.12 2.17 2.20 2.1912 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.09 95.13 95.95 95.70 94.61 92.64 94.71 95.87 95.5016

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6730 6720 6690 6700 6700 6690 6730 6700 67105 W2 gm 6108 6078 6044 6014 6074 6068 6092 6018 60306 W3=(W1-W2) gm 622 642 646 686 626 622 638 682 6807 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 249 269 273 313 253 249 265 309 3079 W6 gm 384 408 406 482 390 378 402 462 47810 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.18 2.16 2.11 2.17 2.19 2.15 2.16 2.11 2.2112 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.31 94.11 92.14 94.91 95.58 93.96 94.23 92.11 96.3116

1718

Density of Sand ( Predetermined )

Weight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouring

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture ContentDry Density of Sample

Percentage of COMPACTIONRemarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6730 6700 6730 6690 6720 6720 6690 6720 66905 W2 gm 6092 6062 6100 5998 6106 6084 6044 6066 60046 W3=(W1-W2) gm 638 638 630 692 614 636 646 654 6867 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 265 265 257 319 241 263 273 281 3139 W6 gm 394 404 402 498 362 412 408 434 47210 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.11 2.17 2.22 2.22 2.14 2.22 2.12 2.18 2.1412 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 92.28 94.83 96.77 96.74 93.28 96.82 92.49 95.16 93.2916

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)Moisture ContentDry Density of Sample

2 3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6710 6700 6720 6720 6720 6720 6690 67105 W2 gm 6046 6076 6064 6074 6088 6108 6016 6046 60766 W3=(W1-W2) gm 664 634 636 646 632 612 704 644 6347 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 291 261 263 273 259 239 331 271 2619 W6 gm 458 408 398 408 384 362 500 422 39010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.22 2.20 2.14 2.13 2.11 2.15 2.13 2.21 2.1212 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.93 96.27 93.24 92.88 92.04 93.81 93.22 96.38 92.3716

1718

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of SAMPLE ( Weight/ Volume)

Weight of Sand in Cone Only ( Predetermined )

Date

Location

3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

2

Dry Density of Sample

Weight of Sand in Test Hole

Remarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6730 6700 6700 6700 6700 6690 6720 6730 66905 W2 gm 6038 6026 6082 6040 6070 6046 6072 6108 60026 W3=(W1-W2) gm 692 674 618 660 630 644 648 622 6887 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 319 301 245 287 257 271 275 249 3159 W6 gm 476 460 376 430 394 412 412 374 47010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.11 2.16 2.18 2.13 2.17 2.15 2.11 2.13 2.1212 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 92.27 94.40 95.09 92.87 94.62 94.10 92.20 93.08 92.5616

1718

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

S.No DESCRIPTION Notation - Units

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6690 6720 6720 6730 6720 6710 6720 67005 W2 gm 6012 6036 6044 6042 6084 6060 6064 6014 60526 W3=(W1-W2) gm 698 654 676 678 646 660 646 706 6487 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 325 281 303 305 273 287 273 333 2759 W6 gm 508 422 458 474 422 440 422 504 43010 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.21 2.12 2.15 2.21 2.19 2.18 2.18 2.15 2.2112 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 96.71 92.72 93.70 96.30 95.63 95.24 95.32 93.96 96.5616

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6690 6690 6700 6690 6700 6710 6690 6690 66905 W2 gm 6044 6056 6062 6042 6034 6058 6018 6050 60366 W3=(W1-W2) gm 646 634 638 648 666 652 672 640 6547 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 273 261 265 275 293 279 299 267 2819 W6 gm 420 394 396 418 446 420 462 418 43610 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.19 2.14 2.12 2.16 2.16 2.13 2.19 2.22 2.2012 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 95.47 93.67 92.40 94.18 94.24 93.00 95.81 96.77 96.0316

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Dry Density of Sample

Weight of Sand in Test Hole

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6720 6730 6730 6690 6730 6700 6730 6710 67005 W2 gm 6090 6090 6018 6044 6054 6074 6106 6078 60566 W3=(W1-W2) gm 630 640 712 646 676 626 624 632 6447 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 257 267 339 273 303 253 251 259 2719 W6 gm 390 406 522 412 474 386 394 402 42410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.14 2.15 2.18 2.13 2.20 2.15 2.22 2.20 2.2212 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.65 93.84 95.21 93.05 96.25 94.10 96.97 95.91 96.8016

1718

Weight of SAMPLE collected from Test Hole

Percentage of COMPACTIONRemarks

Density of Sand ( Predetermined )

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture Content

2 3Item of Work

S.No DESCRIPTION Notation - Units

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

LocationWeight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Dry Density of Sample

Weight of Sand in Test Hole

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6730 6710 6690 6720 6700 6700 6730 6710 67305 W2 gm 6098 6078 6074 6060 6052 6062 6090 6060 60866 W3=(W1-W2) gm 632 632 616 660 648 638 640 650 6447 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 259 259 243 287 275 265 267 277 2719 W6 gm 394 392 366 448 418 408 400 412 41410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.15 2.13 2.13 2.21 2.14 2.19 2.12 2.11 2.1712 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.79 93.23 93.18 96.29 93.59 95.60 92.54 92.10 94.6616

1718

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouringWeight of Sand in Test Hole + Cone of Sand

Wt. of Cone of Sand (gm) ::

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Percentage of COMPACTION

Density of Sand ( Predetermined )

Moisture ContentDry Density of Sample

Remarks

Density of Sand ( gm/ cc) :: 1.416 373

Sample Sample Sample Sample Sample Sample Sample Sample Sample

1 2 3 4 5 6 7 8 91 4 4 4 4 4 4 4 4 41234 W1 gm 6710 6710 6720 6730 6700 6730 6730 6730 67305 W2 gm 6068 6082 6032 6068 6070 6100 6100 6056 60886 W3=(W1-W2) gm 642 628 688 662 630 630 630 674 6427 W4 gm 373 373 373 373 373 373 373 373 3738 W5=(W3-W4) gm 269 255 315 289 257 257 257 301 2699 W6 gm 408 384 482 430 390 392 400 472 40410 1 gm/cc 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.416 1.41611 2=(W6)/(W5/1) gm/cc 2.14 2.14 2.16 2.11 2.15 2.16 2.21 2.22 2.1412 13 3=2/(1+)14 4 gm/cc 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.290 2.29015 100*3/4 % 93.54 93.27 94.34 92.23 93.92 94.21 96.33 96.97 93.3016

1718

Density of Sand ( Predetermined )

Weight of Sand in Test Hole + Cone of Sand

Weight of Sand in Test Hole Weight of SAMPLE collected from Test Hole

Wt. of Cone of Sand (gm) ::

Weight of Sand in Cone Only ( Predetermined )

Date

Location

2 3Item of Work

Weight of Cone + Full of Sand ( 600 - 1000 )Weight of Cone + Balance Sand after pouring

S.No DESCRIPTION Notation - Units

Specified Density of SAMPLE

Density of SAMPLE ( Weight/ Volume)

Asst. Executive Engineer/ Roads DvnDy. Executive Engineer/Roads Dvn

Moisture ContentDry Density of Sample

Percentage of COMPACTIONRemarks