1. Client
Project
Job No. Date
Tested By Checked By
1 2 3 4 5 6
Sta. 1+600 Sta. 1+650 Sta. 1+700 Sta. 1+750 Sta. 1+800 Sta. 1+850
Elevation: Top of subgrade Elevation: Top of subgrade Elevation: Top of subgrade Elevation: Top of subgrade Elevation: Top of subgrade Elevation: Top of subgrade
Reading Adjust Reading Adjust Reading Adjust Reading Adjust Reading Adjust Reading Adjust
0 0 29 0 0 0 20 0 0 0 15 0 0 0 7 0 0 0 31 0 0 0 34 0
5 5 101 72 5 5 101 81 5 5 57 42 5 5 64 57 5 5 118 87 5 5 207 173
5 10 136 107 5 10 155 135 5 10 102 87 5 10 84 77 5 10 173 142 5 10 309 275
5 15 170 141 5 15 198 178 5 15 154 139 5 15 103 96 5 15 234 203 5 15 390 356
5 20 197 168 5 20 244 224 5 20 227 212 5 20 120 113 5 20 293 262 5 20 456 422
5 25 230 201 5 25 286 266 5 25 311 296 5 25 133 126 5 25 352 321 5 25 512 478
5 30 276 247 5 30 331 311 5 30 380 365 5 30 153 146 5 30 413 382 5 30 566 532
5 35 310 281 5 35 373 353 5 35 458 443 5 35 173 166 5 35 464 433 5 35 617 583
5 40 333 304 5 40 450 430 5 40 528 513 5 40 193 186 5 40 520 489 5 40 653 619
5 45 355 326 5 45 562 542 5 45 583 568 10 50 223 216 5 45 566 535 5 45 708 674
5 50 387 358 5 50 642 622 5 50 632 617 10 60 250 243 5 50 605 574 5 50 751 717
5 55 424 395 5 55 738 718 5 55 675 660 10 70 279 272 5 55 676 645 5 55 793 759
5 60 463 434 5 60 843 823 5 60 722 707 10 80 311 304 5 60 710 679 5 60 832 798
5 65 505 476 5 65 907 887 5 65 772 757 10 90 345 338 5 65 744 713 5 65 870 836
5 70 540 511 5 70 817 802 10 100 372 365 5 70 776 745 5 70 905 871
5 75 573 544 5 75 863 848 10 110 398 391 5 75 803 772
5 80 603 574 5 80 912 897 10 120 422 415 5 80 832 801
5 85 622 593 10 130 451 444 5 85 863 832
5 90 651 622 10 140 473 466 5 90 892 861
5 95 680 651 10 150 500 493 5 95 922 891
5 100 721 692 10 160 524 517
5 105 744 715 10 170 553 546
5 110 768 739 10 180 576 569
5 115 793 764 10 190 603 596
5 120 820 791 10 200 626 619
5 125 849 820 10 210 647 640
5 130 871 842 10 220 667 660
5 135 892 863
5 140 919 890
mm mm mm mm/blow % mm mm mm mm/blow % mm mm mm mm/blow %
1 0 72 72 5 5 14.4 15 1 0 81 81 5 5 16.2 13 1 0 139 139 15 15 9.3 24
2 72 511 439 70 65 6.8 34 2 81 353 272 35 30 9.1 25 2 139 443 304 35 20 15.2 14
3 511 890 379 140 70 5.4 44 3 353 622 269 50 15 17.9 12 3 443 897 454 80 45 10.1 22
4 622 887 265 65 15 17.7 12
mm mm mm mm/blow % mm mm mm mm/blow % mm mm mm mm/blow %
1 0 57 57 5 5 11.4 19 1 0 87 87 5 5 17.4 12 1 0 173 173 5 20 8.7 26
2 57 365 308 100 95 3.2 78 2 87 489 402 40 35 11.5 19 2 173 356 183 15 10 18.3 11
3 365 660 295 220 120 2.5 107 3 489 645 156 55 15 10.4 21 3 356 532 176 30 15 11.7 19
4 645 891 246 95 40 6.2 38 4 532 871 339 70 40 8.5 27
TEST REPORT OF DYNAMIC CONE PEMETROMETER
Test No. : Test No. : Test No. : Test No. : Test No. : Test No. :
Location : Location : Location : Location : Location : Location :
No. of
Blows
Sum/
Blows
Penetration
(mm)
No. of
Blows
Sum/
Blows
Penetration
(mm)
No. of
Blows
Sum/
Blows
Penetration
(mm)
No. of
Blows
Sum/
Blows
Penetration
(mm)
No. of
Blows
Sum/
Blows
Penetration
(mm)
No. of
Blows
Sum/
Blows
Penetration
(mm)
Layer From To Depth
Blow
Count
No. of
Blows
DCP
CBR
Value
Layer From To Depth
Blow
Count
No. of
Blows
DCP
CBR
Value
Layer From To Depth
Blow
Count
No. of
Blows
DCP
CBR
Value
Layer From To Depth
Blow
Count
No. of
Blows
DCP
CBR
Value
Layer From To Depth
Blow
Count
No. of
Blows
DCP
CBR
Value
Layer From
Rev.01/06052015
To Depth
Blow
Count
No. of
Blows
DCP
CBR
Value
0
100
200
300
400
500
600
700
800
900
1000
0 20 40 60 80 100
Penetration(mm)
No. of Blows
5
0
100
200
300
400
500
600
700
800
900
1000
0 20 40 60 80 100 120 140 160
Penetration(mm)
No. of Blows
1
0
100
200
300
400
500
600
700
800
900
1000
0 10 20 30 40 50 60 70
Penetration(mm)
No. of Blows
2
0
100
200
300
400
500
600
700
800
900
1000
0 20 40 60 80 100
Penetration(mm)
No. of Blows
3
0
100
200
300
400
500
600
700
800
900
1000
0 50 100 150 200 250
Penetration(mm)
No. of Blows
4
0
100
200
300
400
500
600
700
800
900
1000
0 20 40 60 80
Penetration(mm)
No. of Blows
6