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DAFTAR PUSTAKA
1. Astawa Rai, Made DR.Ir. , Kramadibrata, Suseno DR. Ir., ”Diktat Kuliah
Mekanika Batuan”. Penerbit ITB. Bandung.
2. Dr. Ir. Suseno Kramadibrata. “Diktat Kuliah & Teknik Peledakan”. Institut
Teknologi Bandung. Bandung.
3. Dyno Nobel-Blast Dynamics, Inc. “Introduction to Efficient Blasting
Techniques”.
4. Franklin, J and Katsabanis, T.1996. “Measurement Of Blast Fragmentation”.
Balkema. Brookefield.
5. Konya, PhD., Calvin. 1990. “Surface Blast Design”. Prentice Hall-Englewood
Cliffs. New Jersey.
6. Langefors,U. And Kihlstrom, B. 1978. ”The Modern Techniques Of Rock
Blasting”. John Wiley&sons. Sweden.
7. Pusdiklat Teknologi Mineral & Batubara. 2004. “Modul Pendidikan dan
Pelatihan Juru Ledak Penambangan Bahan Galian”. Departemen ESDM-RI.
Bandung.
8. Sitorus, Lesbon. 2007. “ Evaluasi Kinerja 3 Jenis Bahan Peledak yang
Berbeda (ANFO, Heavy ANFO, Emulsi) di wilayah kerja PT. Pamapersada
Nusantara Site Bendili”. Skripsi Teknik Pertambangan ITB.
9. Technical Services ORICA. 1998. ”Safe And Efficient Blasting In Open Cut
Mines”. ORICA Australia Pty Ltd. Australia.
10. ---------.“Buku Pedoman Pelatihan Blaster II”. PT. Freeport Indonesia.
84
LAMPIRAN A
PROSEDUR PENGUKURAN DENSITAS BAHAN PELEDAK
POWERGEL 2570 DAN ENERGEN 2660
85
Adapun prosedur pengukuran densitas bahan peledak Powergel 2570 dan
Energen 2660 adalah sebagai berikut:
1. Dilakukan pengambilan sample Powergel atau Energen secara acak dari
truk MMU (Mobile Manufacturing Unit) dengan menggunakan gelas ukur
yang telah diketahui besar volumenya.
Gelas Ukur Untuk Penentuan Density
2. Untuk Powergel 2570 karena memiliki gassing maka sebaiknya
pengukuran beratnya dilakukan setelah waktu 20 menit dari waktu
pengambilan. Tidak lain untuk memberikan gassing mengembang dan
menurut ORICA bahwa gassing seharusnya berhenti setelah selang waktu
tersebut. Sedangkan untuk Energen pengukuran berat dapat dilakukan
secara langsung setelah pengambilan.
3. Khusus untuk Powergel, pada saat menunggu selama 20 menit, Powergel
yang mengembang sampai melewati bagian atas gelas ukur harus dibuang.
Dibuang terus sampai tepat memenuhi bagian atas gelas ukur (biasanya
dibuang dengan penggaris/media yang lurus).
4. Setelah itu dilakukan penimbangan berat pada timbangan sehingga
didapatkan beratnya.
5. Prosedur dapat diulangi sebanyak 2-3 kali/ truk.
86
LAMPIRAN B
DATABASE BLAST #2 – BLAST #7
LAMPIRAN C
DISTRIBUSI FRAGMENTASI SPLIT DESKTOP DAN CRUSHER
121
a. Fragmentasi Blast #2 (16 Agustus 2007)
P80 = 39.26 cmP80 = 86.09 cm
122
b. Fragmentasi Blast #3 (20 Agustus 2007)
P80 = 56.05 cm P80 = 88.51 cm
123
c. Fragmentasi Blast #4 (30 Agustus 2007)
P80 = 35.01 cmP80 = 40.04 cm
124
d. Fragmentasi Blast #5 (07 September 2007)
P80 = 18.37 cmP80 = 46.62 cm
125
e. Fragmentasi Blast #6 (12 September 2007)
P80 = 23.76 cmP80 = 44.95 cm
126
f. Fragmentasi Blast #7 (14 September 2007)
P80 = 56.66 cmP80 = 32.90 cm
127
5.1.1. Fragmentasi Dari Crusher
a. Distribusi Fragmentasi Crusher untuk Blast #2 (16 Agustus 2007)
Crusher P80 Fragmentationi-kon #2 August 16, 2007
0
50
100
150
200
250
300
350
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100
Percent of Measurements
P80
(cm
)
P80
TopSize
P80 Average = 60.10 cm
b. Distribusi Fragmentasi Crusher untuk Blast #3 (20 Agustus 2007)
Crusher P80 Fragmentationi-kon #3 August 20, 2007
0
50
100
150
200
250
300
350
400
450
0% 10% 20% 30% 40%44%45% 50% 60% 70% 80% 90% 100%
Percent of Measurements
P80
(cm
)
P80
TopSize
P80 Average = 66.44 cm
128
c. Distribusi Fragmentasi Crusher untuk Blast #4 (30 Agustus 2007)
Crusher P80 Fragmentationi-kon #4 August 30, 2007
0
50
100
150
200
250
300
350
400
450
500
0% 10 20 3032 40 50 60 70 80 90 10
Percent of Measurements
P80
(cm
)
P80
TopSize
P80 Average = 54.74 cm
d. Distribusi Fragmentasi Crusher untuk Blast #5 (07 September 2007)
Crusher P80 Fragmentationi-kon #5 September 7, 2007
0
50
100
150
200
250
300
350
400
0% 10% 20% 30% 39%39%40% 50% 60% 70% 80% 90% 100
Percent of Measurements
P80
(cm
)
P80
TopSize
P80 Average = 54.10 cm
129
e. Distribusi Fragmentasi Crusher untuk Blast #6 (12 September 2007)
Crusher P80 Fragmentationi-kon #6 September 12, 2007
0
50
100
150
200
250
300
0% 10% 20% 30% 40% 47%50% 60% 70% 80% 90% 100%
Percent of Measurements
P80
(cm
)
P80
TopSize
P80 Average = 45.21 cm
f. Distribusi Fragmentasi Crusher untuk Blast #7 (14 September 2007)
Crusher P80 Fragmentationi-kon #7 September 14, 2007
0
50
100
150
200
250
300
350
0% 10 20 30 40 50 60 70 80 90 10
Percent of Measurements
P80
(cm
)
P80
TopSize
P80 Average = 55.40 cm
130
LAMPIRAN D
VALIDASI SOFTWARE SPLIT DESKTOPTM
131
Untuk Melakukan validasi software Split Desktop bahwa hasil olahan dari
software ini sesuai dengan kondisi aktualnya, dilakukan pengukuran di laboratorium.
Adapun langkah – langkah melakukan validasi ini adalah sebagai berikut :
1. Dilakukan pengumpulan terhadap material yang akan diuji. Dalam hal ini
ukuran fragmen material adalah acak.
2. Dilakukan pengayakan terhadap material tersebut. Ukuran ayakan yang
digunakan adalah : 15.8 mm, 11.1 mm, 7.925 mm, dan 3.36 mm. Berikut
gambaran umum
15.8 mm
11.1 mm
7.925 mm
3.36 mm
Material
Ukuran ayakan material
3. Dilakukan pencatatan terhadap berat material yang lolos dari ukuran ayakan
tersebut. Pada hasil pengujian laboratorium didapatkan pada tabel berikut.
Berat material yang lolos dari masing-masing ukuran ayakan Ukuran
Opening Massa Kumulatif Screen (mm) (Kg) (%)
0 0 0.003.36 3.165 6.38
7.925 10.25 27.0211.1 16.3 59.8515.8 19.93 100.00
Total = 49.645
132
4. Dilakukan penggabungan material yang lolos dari ayakan 15.8 mm, 11.1 mm,
7.925 mm, dan 3.36 mm dan kemudian diambil foto digital nya yang nantinya
dipakai untuk input data untuk software split desktop.
Foto Digital Material Gabungan
5. Dilakukan pengolahan foto digital dengan menggunakan split desktop.
Fragmen Material Olahan Split Desktop
133
6. Kemudian split desktop akan memberikan informasi dari n (indeks
keseragaman) dan x (ukuran fragmentasi) yang terkait dengan persamaan Rossin
Rammler.
Pada pengujian foto digital didapatkan :
n = indeks keseragaman = 3.04
X = ukuran ayakan = 10.04
Dan distribusi fragmentasi partikelnya pada gambar dibawah.
Cumulative Size Distribution hasil olahan foto digital
7. Hasil olahan split desktop ini dibandingkan dengan hasil pengukuran berat di
laboratorium. Dengan pertimbangan penggunaan persentase massa. Split
desktop juga menggunakan presentase massa dengan mengasumsikan material
yang ada pada foto digital berbentuk bola untuk area pada gambar. Karena
densitas material pada area tersebut adalah sama maka dapat diperoleh besaran
massanya, dalam hal ini persen kumulatif massa.
Besaran kumulatif massa ini kemudian di plot dengan menggunakan grafik.
Didapatkan pada grafik berikut kurva antara pengukuran di laboratorium dan
hasil olahan split desktop.
134
0
10
20
30
40
50
60
70
80
90
100
110
0 2 4 6 8 10 12 14 16 18
Ukuran Ayakan (mm)
% K
umul
atif
Hasil Pengukuran Lab. Hasil Split Desktop
Perbandingan Hasil pengukuran Laboratorium
dengan hasil olahan split desktop
8. Setelah didapatkan grafik perbandingan antara hasil pengukuran berat material
di laboratorium dengan hasil olahan split desktop, dicoba untuk mendekatkan
kedua grafik agar berhimpit dengan acuan pengukuran di laboratorium yang
merupakan representasi kondisi aktual (kenyataan di lapangan). Kurva
pendekatan ini dapat dilihat pada gambar berikut.
0
10
20
30
40
50
60
70
80
90
100
110
0 2 4 6 8 10 12 14 16 18
Ukuran Ayakan (mm)
% K
umul
atif
Hasil Pengukuran Lab. Hasil Split Desktop Kurva Pendekatan
Kurva Pendekatan
135
Kurva pendekatan dibuat dengan memperhatikan persamaan Rossin-Rammler
yaitu untuk n (indeks keseragaman) dan X (ukuran ayakan). Nilai n dan X ini
diubah sampai tercipta grafik yang mendekati grafik hasil pengukuran di
laboratorium.
9. Setelah didapatkan kurva pendekatan tersebut, dianalisa besaran n dan X yang
dipakai untuk mendapatkan kurva tersebut. Maka dari hasil pendekatan kurva
diatas didapatkan :
n = 3.5
X = 10
10. Dibandingkan antara n dan X yang didapatkan dari kurva pendekatan dengan
nilai n dan X dari kurva yang dihasilkan dari pengolahan split desktop.
Split desktop
n = 3.04
X = 10.04
Kurva Pendekatan
n = 3.5
X = 10.04
Besarnya nilai n (indeks keseragaman) dan X (ukuran ayakan) diantara
keduanya tidak jauh berbeda maka hasil olahan split desktop dapat dinyatakan
valid dan tidak perlu diberikan faktor koreksi terhadapnya.
136
No
Holes ID
Aquila Design Depth
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Orica Explosive (kg)
Density (kg/m3)
Depth Deviation (m)
Depth Deviation (%)
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e16
-Aug
-07
113
931
16.7
EG
5.6
1223
1300
-16.
70.
8482
0694
411
02.6
6902
79.
8390
002
Ben
ch /
Sho
vel
3670
/S 1
12
1393
216
EG
5.7
1162
1300
-16
0.78
7074
912
1023
.197
386
11.9
4514
8O
re/W
aste
=O
re3
1393
718
EG
612
4013
00-1
80.
9169
8048
1192
.074
624
3.86
4949
7P
atte
rn B
x S
= 6
,5 x
7 /
14 x
12
m4
1393
616
.1E
G5.
811
3513
00-1
6.1
0.78
7074
912
1023
.197
386
9.85
0450
6B
ench
Hei
ght(m
)15
513
933
14.8
EG
5.9
932
1300
-14.
80.
6800
9385
688
4.12
2012
85.
1371
231
Hol
e R
adiu
s(m
)0.
156
613
934
15.6
EG
6.2
939
1300
-15.
60.
7183
0137
693
3.79
1788
80.
5546
551
Avg
.Hol
e D
epth
(m)
15.6
47
1228
216
.25
15.5
415
.1E
G6
861
1300
0.44
2.83
1402
831
0.69
5376
864
903.
9899
232
-4.9
9302
2W
et H
ole
=8
1392
816
EG
6.2
961
1300
0.74
8867
392
973.
5276
096
-1.3
0360
1To
tal H
ole
192
913
927
16.6
EG
5.8
1139
1300
0.82
5282
432
1072
.867
162
5.80
6219
4EX
PLO
SIVE
1013
926
16.5
EG
5.8
1262
1300
0.81
7640
928
1062
.933
206
15.7
7391
4A
mm
on N
itrat
3640
011
1392
515
.5E
G5.
895
013
000.
7412
2588
896
3.59
3654
4-1
.430
911
Pow
er G
el
2570
3738
0 kg
1213
935
15.5
EG
5.8
1000
1300
0.74
1225
888
963.
5936
544
3.64
0634
6E
nerg
en 2
620
1573
17 k
g13
1283
015
.87
16.0
115
.5E
G6
1000
1300
0.51
3.18
5509
057
0.72
5942
8894
3.72
5744
5.62
7425
6E
mul
sion
55m
m=
cas
e14
PTR
N15
.81
16.5
316
.9E
G6
1106
1300
-0.3
7-2
.238
3545
10.
8329
2393
610
82.8
0111
72.
0975
482
Prim
er 4
00gr
81 e
a15
1393
915
.2E
G6
970
1300
0.70
3018
368
913.
9238
784
5.78
1043
5P
ente
x 45
0 gr
167
ea16
9009
112
.3E
G5.
475
013
000.
5272
6377
668
5.44
2908
88.
6076
122
DEL
AY
17P
TRN
17.3
17.3
717
EG
611
0013
000.
372.
1301
0938
40.
8405
6544
1092
.735
072
0.66
0448
Dow
n H
ole
I-kon
= 2
0 m
ms
169
e
a18
1282
716
.74
16.7
716
.2E
G6
1000
1300
0.57
3.39
8926
655
0.77
9433
408
1013
.263
43-1
.326
343
Dow
n H
ole
=
21 m
5
00
ms
24
8
ea19
1282
815
.66
15.7
15.1
EG
685
013
000.
63.
8216
5605
10.
6953
7686
490
3.98
9923
2-6
.351
756
Con
nect
adet
s=
15
m
25
m
s
ea
2012
829
15.2
913
.57
13.7
EG
6.2
730
1300
-0.1
3-0
.957
9955
80.
5731
128
745.
0466
4-2
.061
184
Con
nect
adet
s=
15
m
42
m
s 2
1
ea
2112
281
15.8
315
.83
16.2
EG
610
8013
00-0
.37
-2.3
3733
418
0.77
9433
408
1013
.263
436.
1793
12C
onne
ctad
ets
= 1
5 m
6
5
ms
2
1
ea
2212
280
15.7
116
.03
16.2
PG
680
712
50-0
.17
-1.0
6051
154
0.68
7735
3685
9.66
92-6
.526
543
Con
nect
adet
s=
15
m
100
m
s
14
ea
2312
826
15.9
116
.01
16.2
PG
697
012
50-0
.19
-1.1
8675
828
0.77
9433
408
974.
2917
6-0
.442
449
Con
nect
adet
s=
15
m
150
m
s
25
ea
2412
825
16.5
916
.64
16.7
EG
610
0013
00-0
.06
-0.3
6057
692
0.81
7640
928
1062
.933
206
-6.2
9332
1C
onne
ctad
ets
=
m
ms
ea25
PTR
N17
EG
611
0013
00-1
70.
8405
6544
1092
.735
072
0.66
0448
Wire
Har
nees
= 5
00 m
6
ro
ll26
PTR
N14
.96
15.5
115
.6E
G6
1000
1300
-0.0
9-0
.580
2707
90.
7335
8438
495
3.65
9699
24.
6340
301
OTH
ERS
27P
TRN
16.0
317
.48
17.2
PG
610
0312
500.
281.
6018
3066
40.
8558
4844
810
69.8
1056
-6.6
6107
3N
orm
al C
olum
n C
harg
e(kg
)=
6
50 -
1400
kg
28P
TRN
15.6
517
.02
17.2
EG
611
0013
00-0
.18
-1.0
5757
932
0.85
5848
448
1112
.602
982
-1.1
4572
6C
ress
Col
umn
Cha
rge(
kg)
=
k
g29
PTR
N17
.317
.37
17.2
PG
610
5012
500.
170.
9786
9890
60.
8558
4844
810
69.8
1056
-1.8
8672
Tonn
es B
last
ed (t
onne
s)=
55
0654
ton
nes
3012
823
16.1
916
.62
17.1
EG
6.2
1010
1300
-0.4
8-2
.888
0866
40.
8329
2393
610
82.8
0111
7-7
.208
031
Pow
der F
acto
r=
0,4
2
k
g/to
n31
1282
415
.77
16.0
117
.4E
G6
1090
1300
-1.3
9-8
.682
0737
0.87
1131
456
1132
.470
893
-3.8
9641
2Fr
agm
enta
tion
= B
agus
3212
277
15.9
916
16.8
EG
610
7013
00-0
.8-5
0.82
5282
432
1072
.867
162
-0.2
6795
9Li
nner
= 1
2 1/
4
inch
25
e
a33
1227
815
.91
15.7
215
.5P
G5.
699
312
500.
221.
3994
9109
40.
7565
0889
694
5.63
612
4.76
9776
4S
tem
min
g M
ater
ial
= G
rave
l34
PTR
N15
.91
1616
.1E
G6
1100
1300
-0.1
-0.6
250.
7717
9190
410
03.3
2947
58.
7882
295
REM
AR
K35
PTR
N17
.5P
G6
1220
1250
0.87
8772
9610
98.4
662
9.96
1786
9W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
3690
102
15.9
EG
697
013
000.
7565
0889
698
3.46
1564
8-1
.387
79B
last
er P
erso
nal
= Y
aten
u, A
nto
K.,N
ukri
3713
821
13.5
EG
6.2
750
1300
0.55
7829
792
725.
1787
296
3.30
9502
7B
last
er R
epor
ter
= M
ursa
lim38
1282
215
.63
16.0
115
.7E
G6
920
1300
0.31
1.93
6289
819
0.74
1225
888
963.
5936
544
-4.7
3844
1N
OTE
3912
273
15.9
316
.69
16.7
EG
610
2013
00-0
.01
-0.0
5991
612
0.81
7640
928
1062
.933
206
-4.2
0913
8B
last
ing
Tim
e :
18.1
040
1227
415
.98
16.2
416
EG
965
013
000.
241.
4778
3251
20.
5349
0528
695.
3768
64-6
.981
056
I EA
I-ko
n D
oubl
e P
rimer
4112
275
16.4
215
.91
15.6
EG
694
913
000.
311.
9484
6008
80.
7335
8438
495
3.65
9699
2-0
.491
012
6,5x
7x15
x2.6
5x22
7 =
4104
16 T
4290
103
16.8
PG
5.8
1100
1250
0.84
0565
4410
50.7
068
4.48
1212
x14x
15x2
.65x
21 =
140
238
4390
104
16.8
PG
5.8
1100
1250
0.84
0565
4410
50.7
068
4.48
1244
1281
915
.71
15.6
815
.41
EG
610
0013
000.
271.
7219
3877
60.
7190
6552
693
4.78
5184
36.
5214
816
4512
820
15.7
415
.76
15.6
EG
610
0013
000.
161.
0152
2842
60.
7335
8438
495
3.65
9699
24.
6340
301
4612
269
15.7
315
.96
15.8
PG
5.8
1070
1250
0.16
1.00
2506
266
0.76
4150
495
5.18
810
.730
093
4712
270
15.9
816
.16
15.7
EG
695
013
000.
462.
8465
3465
30.
7412
2588
896
3.59
3654
4-1
.430
911
4812
271
16.0
516
.11
16.2
EG
614
0013
00-0
.09
-0.5
5865
922
0.77
9433
408
1013
.263
4327
.624
041
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#2
GEN
ERA
L D
ATA
No
Holes ID
Aquila Design Depth
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG
Stemming
Orica Explosive (kg)
Density (kg/m3)
Depth Deviation (m)
Depth Deviation (%)
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e16
-Aug
-07
4912
272
15.4
216
.515
.4E
G9
602
1300
1.1
6.66
6666
667
0.48
9056
256
635.
7731
328
-5.6
1015
5B
ench
/ S
hove
l36
70/S
11
5012
267
16.2
817
.99
17.8
EG
612
0013
000.
191.
0561
4230
10.
9016
9747
211
72.2
0671
42.
3161
072
Ore
/Was
te
=
Ore
5112
266
16.1
16.2
215
.7E
G6
950
1300
0.52
3.20
5918
619
0.74
1225
888
963.
5936
544
-1.4
3091
1P
atte
rn B
x S
= 6
,5 x
7 /
14 x
12
m52
1226
516
.04
16.2
116
.2E
G6
1110
1300
0.01
0.06
1690
315
0.77
9433
408
1013
.263
438.
7150
063
Ben
ch H
eigh
t(m)
1553
1226
416
.01
16.1
15.4
EG
5.8
1000
1300
0.7
4.34
7826
087
0.73
3584
384
953.
6596
992
4.63
4030
1H
ole
Rad
ius(
m)
0.15
654
1281
815
.99
16.0
115
.8E
G8
800
1300
0.21
1.31
1680
20.
5960
3731
277
4.84
8505
63.
1439
368
Avg
.Hol
e D
epth
(m)
15.6
455
1281
715
.62
15.6
515
.6E
G5.
810
8013
000.
050.
3194
8881
80.
7488
6739
297
3.52
7609
69.
8585
547
Wet
Hol
e=
5690
106
16.1
5E
G6
1110
1300
-16.
150.
7756
1265
610
08.2
9645
39.
1624
817
Tota
l Hol
e19
257
9010
717
.5E
G6
1170
1300
-17.
50.
8787
7296
1142
.404
848
2.35
856
EXPL
OSI
VE58
9010
815
EG
690
013
00-1
50.
6877
3536
894.
0559
680.
6604
48A
mm
on N
itrat
3640
059
1281
515
.39
15.5
15.5
EG
690
013
000
00.
7259
4288
943.
7257
44-4
.858
416
Pow
er G
el 2
560
/ 257
037
380
kg60
1281
616
.02
16.1
16.3
EG
5.8
1200
1300
-0.2
-1.2
4223
602
0.80
2357
9210
43.0
6529
613
.077
892
Ene
rgen
262
015
7317
kg
6112
260
16.1
16.1
16E
G5.
897
013
000.
10.
6211
1801
20.
7794
3340
810
13.2
6343
-4.4
6014
7E
mul
sion
55m
m=
cas
e62
1226
116
17.5
14.9
EG
695
013
002.
614
.857
1428
60.
6800
9385
688
4.12
2012
86.
9345
25P
rimer
400
gr81
ea
6312
262
16.8
EG
613
0013
00-1
6.8
0.82
5282
432
1072
.867
162
17.4
7175
7Tr
unk
Cor
d16
7 ea
6412
263
16.3
318
.51
17E
G6
1000
1300
1.51
8.15
7752
566
0.84
0565
4410
92.7
3507
2-9
.273
507
DEL
AY
6512
258
16.4
EG
5.6
1130
1300
-16.
40.
8252
8243
210
72.8
6716
25.
0560
034
Dow
n H
ole
= 2
0 m
ms
169
e
a66
1225
716
.26
16.2
416
.05
EG
695
013
000.
191.
1699
5073
90.
7679
7115
299
8.36
2497
6-5
.090
789
Dow
n H
ole
=
21 m
5
00
ms
24
8
ea67
1225
616
.01
16.0
716
EG
610
0013
000.
070.
4355
9427
50.
7641
504
993.
3955
20.
6604
48C
onne
ctad
ets
= 1
5 m
2
5
ms
ea68
1225
516
.04
16.1
516
EG
5.8
1010
1300
0.15
0.92
8792
570.
7794
3340
810
13.2
6343
-0.3
2311
2C
onne
ctad
ets
= 1
5 m
4
2
ms
21
e
a69
1281
415
.816
.04
14.8
EG
690
013
001.
247.
7306
7331
70.
6724
5235
287
4.18
8057
62.
8679
936
Con
nect
adet
s=
15
m
65
m
s
21
ea70
1281
315
.415
.514
.8P
G5.
890
512
500.
74.
5161
2903
20.
6877
3536
859.
6692
5.00
8928
2C
onne
ctad
ets
= 1
5 m
10
0
ms
14
e
a71
9011
116
.4E
G9
675
1300
-16.
40.
5654
7129
673
5.11
2684
8-8
.905
583
Con
nect
adet
s=
15
m
150
m
s
25
ea
7290
112
15.3
EG
871
113
00-1
5.3
0.55
7829
792
725.
1787
296
-1.9
9419
5C
onne
ctad
ets
=
m
ms
ea73
PTR
N16
.5E
G6
1010
1300
-16.
50.
8023
5792
1043
.065
296
-3.2
7379
2Le
ad In
Lin
e=
500
m
6
roll
7412
811
15.5
315
.69
15.5
EG
868
013
000.
191.
2109
6239
60.
5731
128
745.
0466
4-9
.565
682
OTH
ERS
7512
812
15.7
16.0
116
EG
5.8
1000
1300
0.01
0.06
2460
962
0.77
9433
408
1013
.263
43-1
.326
343
Nor
mal
Col
umn
Cha
rge(
kg)
=
650
- 14
00
kg76
1225
216
.12
16.1
416
.1E
G6
990
1300
0.04
0.24
7831
475
0.77
1791
904
1003
.329
475
-1.3
4641
2C
ress
Col
umn
Cha
rge(
kg)
=
k
g77
1225
316
.08
16.1
316
EG
5.8
1070
1300
0.13
0.80
5951
643
0.77
9433
408
1013
.263
435.
3024
831
Tenn
es B
last
ed (t
onne
s)=
55
0654
ton
nes
7812
254
16.1
716
.516
.3E
G5.
810
6013
000.
21.
2121
2121
20.
8023
5792
1043
.065
296
1.59
7613
6P
owde
r Fac
tor
= 0
,42
kg/
ton
7912
249
14E
G6
800
1300
-14
0.61
1320
3279
4.71
6416
0.66
0448
Frag
men
tatio
n=
Bag
us80
1225
915
.62
15.6
415
.8E
G5.
811
3013
00-0
.16
-1.0
2301
790.
7641
504
993.
3955
212
.088
892
Linn
er=
12
1/4
in
ch
25
ea
8112
258
16.2
816
.59
16.3
EG
5.8
1050
1300
0.29
1.74
8040
989
0.80
2357
9210
43.0
6529
60.
6604
48S
tem
min
g M
ater
ial
= G
rave
l82
1287
015
.26
16.6
16.5
EG
5.6
1220
1300
0.1
0.60
2409
639
0.83
2923
936
1082
.801
117
11.2
4581
REM
AR
K83
PTR
N14
.8E
G6
900
1300
-14.
80.
6724
5235
287
4.18
8057
62.
8679
936
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n84
1287
114
.6E
G6
849
1300
-14.
60.
6571
6934
485
4.32
0147
2-0
.626
637
Bla
ster
Per
sona
l=
Yat
enu,
Ant
o K
.,Nuk
ri85
1225
115
.33
16.3
216
.4E
G5.
811
4013
00-0
.08
-0.4
9019
608
0.80
9999
424
1052
.999
251
7.63
1644
6B
last
er R
epor
ter
= M
ursa
lim86
1224
816
.4E
G5.
810
6013
00-1
6.4
0.80
9999
424
1052
.999
251
0.66
0448
NO
TE87
1224
716
16.0
415
.8E
G6
970
1300
0.24
1.49
6259
352
0.74
8867
392
973.
5276
096
-0.3
6367
1B
last
ing
Tim
e :
18.1
088
1224
615
.88
16.0
215
.9E
G5.
810
0013
000.
120.
7490
6367
0.77
1791
904
1003
.329
475
-0.3
3294
8I E
A I-
kon
Dou
ble
Prim
er89
1281
015
.46
15.5
615
.3P
G8
720
1250
0.26
1.67
0951
157
0.55
7829
792
697.
2872
43.
1545
56,
5x7x
15x2
.65x
227
= 41
0416
T90
PTR
N18
EG
613
0013
00-1
80.
9169
8048
1192
.074
624
8.30
1952
12x1
4x15
x2.6
5x21
= 1
4023
891
PTR
N15
.39
15.4
115
.4E
G6
1000
1300
0.01
0.06
4892
927
0.71
8301
376
933.
7917
888
6.62
0821
192
PTR
N17
EG
895
013
00-1
70.
6877
3536
894.
0559
685.
8888
455
93P
TRN
15.8
EG
694
013
00-1
5.8
0.74
8867
392
973.
5276
096
-3.5
6676
794
PTR
N17
.5E
G6
1170
1300
-17.
50.
8787
7296
1142
.404
848
2.35
856
9512
849
15.7
715
.34
15.3
PG
691
412
500.
040.
2607
5619
30.
7106
5987
288
8.32
484
2.80
9098
5
9612
856
15.5
115
.52
15.5
PG
690
512
500.
020.
1288
6597
90.
7259
4288
907.
4286
-0.2
6835
4
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#2
GEN
ERA
L D
ATA
No
Holes ID
Aquila Design Depth
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Orica Explosive (kg)
Density (kg/m3)
Depth Deviation (m)
Depth Deviation (%)
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e16
-Aug
-07
9712
857
15.8
15.9
715
.6E
G6
980
1300
0.37
2.31
6844
083
0.73
3584
384
953.
6596
992
2.68
7785
8B
ench
/ S
hove
l36
70/S
11
9812
863
15.9
416
.07
16E
G5.
611
8013
000.
070.
4355
9427
50.
7947
1641
610
33.1
3134
112
.446
497
Ore
/Was
te
=
Ore
9912
248
16.2
16.5
315
.9E
G6
950
1300
0.63
3.81
1252
269
0.75
6508
896
983.
4615
648
-3.5
2227
Pat
tern
B x
S=
6,5
x 7
/ 14
x 1
2
m
100
1286
816
.27
15.5
514
.5E
G6
850
1300
1.05
6.75
2411
576
0.64
9527
8484
4.38
6192
0.66
0448
Ben
ch H
eigh
t(m)
1510
112
867
15.6
515
.68
15.7
EG
5.8
1270
1300
-0.0
2-0
.127
5510
20.
7565
0889
698
3.46
1564
822
.562
082
Hol
e R
adiu
s(m
)0.
156
102
1286
516
.31
16.5
215
EG
868
013
001.
529.
2009
6852
30.
5349
0528
695.
3768
64-2
.261
304
Avg
.Hol
e D
epth
(m)
15.6
410
312
262
1616
.45
17E
G6
1050
1300
-0.5
5-3
.343
4650
50.
8405
6544
1092
.735
072
-4.0
7000
7W
et H
ole
=10
412
858
15.7
615
.915
PG
5.6
900
1250
0.9
5.66
0377
358
0.71
8301
376
897.
8767
20.
2359
2To
tal H
ole
192
105
1285
515
.77
15.8
214
.8P
G6
820
1250
1.02
6.44
7534
766
0.67
2452
352
840.
5654
4-2
.507
98EX
PLO
SIVE
106
1285
015
.88
15.2
314
.3P
G6
734
1250
0.93
6.10
6369
009
0.63
4244
832
792.
8060
4-8
.011
722
Am
mon
Nitr
at36
400
107
1284
715
.89
16.0
815
.4E
G6
970
1300
0.68
4.22
8855
721
0.71
8301
376
933.
7917
888
3.73
2805
3P
ower
Gel
256
0 / 2
570
3738
0 kg
108
1285
116
.22
16.2
315
.8P
G6
950
1250
0.43
2.64
9414
664
0.74
8867
392
936.
0842
41.
4648
168
Ene
rgen
262
015
7317
kg
109
1285
416
.06
15.6
315
.6E
G6
950
1300
0.03
0.19
1938
580.
7335
8438
495
3.65
9699
2-0
.385
231
Em
ulsi
on 5
5mm
=
c
ase
110
1286
015
.8E
G5.
810
3013
00-1
5.8
0.76
4150
499
3.39
552
3.55
3833
Prim
er 4
00gr
81 e
a11
112
853
15.1
415
.55
15.6
EG
874
613
00-0
.05
-0.3
2154
341
0.58
0754
304
754.
9805
952
-1.2
0383
3Tr
unk
Cor
d16
7 ea
112
1285
216
.01
16.0
816
.1E
G5.
811
5813
00-0
.02
-0.1
2437
811
0.78
7074
912
1023
.197
386
11.6
4098
6D
ELA
Y11
312
846
15.7
516
15.4
EG
5.8
995
1300
0.6
3.75
0.73
3584
384
953.
6596
992
4.15
4804
1D
own
Hol
e=
20
m
m
s 1
69
ea
114
1280
415
.415
.43
15.4
EG
698
013
000.
030.
1944
2644
20.
7183
0137
693
3.79
1788
84.
7151
236
Dow
n H
ole
=
21 m
5
00
ms
24
8
ea11
512
803
15.8
915
.08
15E
G8
750
1300
0.08
0.53
0503
979
0.53
4905
2869
5.37
6864
7.28
3084
8C
onne
ctad
ets
= 1
5 m
2
5
ms
ea11
6P
TRN
15.2
115
.22
15.3
EG
6.2
950
1300
-0.0
8-0
.525
6241
80.
6953
7686
490
3.98
9923
24.
8431
66C
onne
ctad
ets
= 1
5 m
4
2
ms
21
e
a11
7P
TRN
16.3
116
.34
16.7
EG
611
2013
00-0
.36
-2.2
0318
237
0.81
7640
928
1062
.933
206
5.09
5249
4C
onne
ctad
ets
= 1
5 m
6
5
ms
2
1
ea
118
1208
917
.2E
G6
1230
1300
0.85
5848
448
1112
.602
982
9.54
4473
Con
nect
adet
s=
15
m
100
m
s
14
ea
119
1208
616
.37
16.3
816
.3E
G6
980
1300
0.08
0.48
8400
488
0.78
7074
912
1023
.197
386
-4.4
0789
6C
onne
ctad
ets
= 1
5 m
1
50
ms
2
5
ea12
012
087
15.7
916
16.2
EG
610
1013
00-0
.2-1
.25
0.77
9433
408
1013
.263
43-0
.323
112
Con
nect
adet
s=
m
m
s
ea
121
1280
015
.19
15.2
316
EG
5.8
1100
1300
-0.7
7-5
.055
8109
0.77
9433
408
1013
.263
437.
8851
427
Lead
In L
ine
= 5
00 m
6
ro
ll12
212
082
14E
G6
810
1300
0.61
1320
3279
4.71
6416
1.88
6862
2O
THER
S12
312
081
16.3
816
.42
16.4
EG
613
0013
000.
020.
1218
0268
0.79
4716
416
1033
.131
341
20.5
2835
8N
orm
al C
olum
n C
harg
e(kg
)=
6
50 -
1400
kg
124
1392
714
.3E
G6
750
1300
-14.
30.
6342
4483
282
4.51
8281
6-9
.935
771
Cre
ss C
olum
n C
harg
e(kg
)=
kg
125
9008
715
.6E
G6
1000
1300
-15.
60.
7335
8438
495
3.65
9699
24.
6340
301
Tenn
es B
last
ed (t
onne
s)=
55
0654
ton
nes
126
PTR
N16
.02
16.3
416
.5E
G6
1000
1300
-0.1
6-0
.979
1921
70.
8023
5792
1043
.065
296
-4.3
0653
Pow
der F
acto
r=
0,4
2
k
g/to
n12
7P
TRN
16.4
EG
5.8
1198
1300
-16.
40.
8099
9942
410
52.9
9925
112
.103
568
Frag
men
tatio
n=
Bag
us12
813
925
15.7
EG
5.8
990
1300
-15.
70.
7565
0889
698
3.46
1564
80.
6604
48Li
nner
= 1
2 1/
4
inch
25
e
a12
990
088
17E
G5.
813
2713
00-1
70.
8558
4844
811
12.6
0298
216
.156
52S
tem
min
g M
ater
ial
= G
rave
l13
012
268
15.1
315
.19
15.7
EG
5.8
1142
1300
-0.5
1-3
.357
4720
20.
7565
0889
698
3.46
1564
813
.882
525
REM
AR
K13
112
873
15.0
516
.99
16.1
EG
6.2
903
1300
0.89
5.23
8375
515
0.75
6508
896
983.
4615
648
-8.9
1047
2W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
132
PTR
N16
16.0
515
.9E
G8
810
1300
0.15
0.93
4579
439
0.60
3678
816
784.
7824
608
3.11
3276
4B
last
er P
erso
nal
= Y
aten
u, A
nto
K.,N
ukri
133
1287
215
.2E
G8
680
1300
-15.
20.
5501
8828
871
5.24
4774
4-5
.183
055
Bla
ster
Rep
orte
r=
Mur
salim
134
1225
915
.62
17.1
515
.1E
G6
870
1300
2.05
11.9
5335
277
0.69
5376
864
903.
9899
232
-3.9
0688
8N
OTE
135
1225
015
.57
16.5
616
.7E
G5.
813
0013
00-0
.14
-0.8
4541
063
0.83
2923
936
1082
.801
117
16.7
0760
6B
last
ing
Tim
e :
18.1
013
612
249
16.2
616
.13
16E
G5.
810
6013
000.
130.
8059
5164
30.
7794
3340
810
13.2
6343
4.40
9110
3I E
A I-
kon
Dou
ble
Prim
er13
712
867
14.6
EG
685
013
00-1
4.6
0.65
7169
344
854.
3201
472
-0.5
0825
36,
5x7x
15x2
.65x
227
= 41
0416
T13
890
084
17.6
EG
5.8
1282
1300
-17.
60.
9016
9747
211
72.2
0671
48.
5642
189
12x1
4x15
x2.6
5x21
= 1
4023
813
990
085
16E
G6.
110
0013
00-1
60.
7565
0889
698
3.46
1564
81.
6538
435
140
PTR
N16
EG
695
013
00-1
60.
7641
504
993.
3955
2-4
.567
949
141
9008
617
EG
5.8
1220
1300
-17
0.85
5848
448
1112
.602
982
8.80
3034
214
2P
TRN
15E
G6
930
1300
-15
0.68
7735
3689
4.05
5968
3.86
4949
714
3P
TRN
16E
G6.
295
013
00-1
60.
7488
6739
297
3.52
7609
6-2
.476
5914
4P
TRN
18.5
EG
810
0013
00-1
8.5
0.80
2357
9210
43.0
6529
6-4
.306
53
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#2
GEN
ERA
L D
ATA
No
Holes ID
Aquila Design Depth
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG
Stemming
Orica Explosive (kg)
Density (kg/m3)
Depth Deviation (m)
Depth Deviation (%)
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e16
-Aug
-07
145
PTR
N15
.5E
G6
950
1300
-15.
50.
7259
4288
943.
7257
440.
6604
48B
ench
/ S
hove
l36
70/S
11
146
1208
215
.73
16.3
416
EG
6.2
900
1300
0.34
2.08
0783
354
0.74
8867
392
973.
5276
096
-8.1
6973
4O
re/W
aste
=O
re14
790
105
16.4
EG
610
5013
00-1
6.4
0.79
4716
416
1033
.131
341
1.60
6539
Pat
tern
B x
S=
6,5
x 7
/ 14
x 1
2
m
148
1287
115
.7E
G6
950
1300
-15.
70.
7412
2588
896
3.59
3654
4-1
.430
911
Ben
ch H
eigh
t(m)
1514
912
867
15E
G6
830
1300
-15
0.68
7735
3689
4.05
5968
-7.7
1758
7H
ole
Rad
ius(
m)
0.15
615
090
110
16.5
EG
697
613
00-1
6.5
0.80
2357
9210
43.0
6529
6-6
.871
444
Avg
.Hol
e D
epth
(m)
15.6
415
112
809
15.4
215
.44
14E
G6.
274
913
001.
449.
3264
2487
0.59
6037
312
774.
8485
056
-3.4
5106
9W
et H
ole
=15
290
116
16.5
EG
6.2
900
1300
-16.
50.
7870
7491
210
23.1
9738
6-1
3.68
86To
tal H
ole
192
153
9011
417
PG
612
3012
00-1
70.
8405
6544
1008
.678
528
17.9
9361
6EX
PLO
SIVE
154
9011
917
.5E
G6
1200
1300
-17.
50.
8787
7296
1142
.404
848
4.79
9596
Am
mon
Nitr
at36
400
155
9012
116
EG
611
0013
00-1
60.
7641
504
993.
3955
29.
6913
164
Pow
er G
el 2
560
/ 257
037
380
kg15
690
122
16.7
EG
611
0013
00-1
6.7
0.81
7640
928
1062
.933
206
3.36
9708
5E
nerg
en 2
620
1573
17 k
g15
712
848
16.1
316
.41
14.8
PG
870
012
501.
610.
5196
2227
264
9.52
784
7.21
0308
6E
mul
sion
55m
m=
cas
e15
8P
TRN
14P
G5.
685
012
50-1
40.
6418
8633
680
2.35
792
5.60
4950
6P
rimer
400
gr81
ea
159
1209
015
.4P
G6
870
1250
-15.
40.
7183
0137
689
7.87
672
-3.2
0422
1Tr
unk
Cor
d16
7 ea
160
1208
816
EG
610
6013
00-1
60.
7641
504
993.
3955
26.
2834
415
DEL
AY
161
1209
218
.5E
G6
1300
1300
-18.
50.
9551
8812
41.7
444
4.48
12D
own
Hol
e=
20
m
m
s 1
69
ea
162
1209
116
.7E
G5.
812
0013
00-1
6.7
0.83
2923
936
1082
.801
117
9.76
6573
6D
own
Hol
e=
21
m
500
m
s
248
ea
163
PTR
N16
.8E
G5.
811
7013
00-1
6.8
0.84
0565
4410
92.7
3507
26.
6038
4C
onne
ctad
ets
= 1
5 m
2
5
ms
ea16
4P
TRN
16.8
EG
611
6013
00-1
6.8
0.82
5282
432
1072
.867
162
7.51
1451
6C
onne
ctad
ets
= 1
5 m
4
2
ms
21
e
a16
590
020
16.9
EG
5.8
1190
1300
-16.
90.
8482
0694
411
02.6
6902
77.
3387
372
Con
nect
adet
s=
15
m
65
m
s
21
ea16
690
097
17.6
EG
611
0013
00-1
7.6
0.88
6414
464
1152
.338
803
-4.7
5807
3C
onne
ctad
ets
= 1
5 m
10
0
ms
14
e
a16
790
000
16.9
EG
610
0013
00-1
6.9
0.83
2923
936
1082
.801
117
-8.2
8011
2C
onne
ctad
ets
= 1
5 m
1
50
ms
2
5
ea16
890
115
13.5
EG
670
013
00-1
3.5
0.57
3112
874
5.04
664
-6.4
3523
4C
onne
ctad
ets
=
m
ms
ea16
990
112
16.8
EG
6.2
1000
1300
-16.
80.
8099
9942
410
52.9
9925
1-5
.299
925
Lead
In L
ine
= 5
00 m
6
ro
ll17
090
109
16.5
EG
795
013
00-1
6.5
0.72
5942
8894
3.72
5744
0.66
0448
OTH
ERS
171
1324
315
EG
695
013
00-1
50.
6877
3536
894.
0559
685.
8888
455
Nor
mal
Col
umn
Cha
rge(
kg)
=
650
- 14
00
kg17
290
113
15.5
PG
5.6
1000
1250
-15.
50.
7565
0889
694
5.63
612
5.43
6388
Cre
ss C
olum
n C
harg
e(kg
)=
kg
173
9011
416
.5P
G5.
811
0012
50-1
6.5
0.81
7640
928
1022
.051
167.
0862
582
Tenn
es B
last
ed (t
onne
s)=
55
0654
ton
nes
174
9010
015
.6P
G5.
810
0012
50-1
5.6
0.74
8867
392
936.
0842
46.
3915
76P
owde
r Fac
tor
= 0
,42
kg/
ton
175
9009
916
.2P
G6
1000
1250
-16.
20.
7794
3340
897
4.29
176
2.57
0824
Frag
men
tatio
n=
Bag
us17
690
115
16.3
PG
5.8
1100
1250
-16.
30.
8023
5792
1002
.947
48.
8229
636
Linn
er=
12
1/4
in
ch
25
ea
177
9011
615
.6P
G5.
898
012
50-1
5.6
0.74
8867
392
936.
0842
44.
4812
Ste
mm
ing
Mat
eria
l=
Gra
vel
178
9009
115
.7P
G5.
810
0012
50-1
5.7
0.75
6508
896
945.
6361
25.
4363
88R
EMA
RK
179
9011
716
PG
610
0012
50-1
60.
7641
504
955.
188
4.48
12W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
180
9009
216
.5P
G5.
811
0012
50-1
6.5
0.81
7640
928
1022
.051
167.
0862
582
Bla
ster
Per
sona
l=
Yat
enu,
Ant
o K
.,Nuk
ri18
190
093
15.7
PG
5.8
1010
1250
-15.
70.
7565
0889
694
5.63
612
6.37
2661
4B
last
er R
epor
ter
= M
ursa
lim18
290
094
15.9
PG
5.8
1000
1250
-15.
90.
7717
9190
496
4.73
988
3.52
6012
NO
TE18
3P
TRN
15P
G5.
892
412
50-1
50.
7030
1836
887
8.77
296
4.89
4701
3B
last
ing
Tim
e :
18.1
018
4P
TRN
16P
G6
950
1250
-16
0.76
4150
495
5.18
8-0
.546
105
I EA
I-ko
n D
oubl
e P
rimer
185
PTR
N16
PG
695
012
50-1
60.
7641
504
955.
188
-0.5
4610
56,
5x7x
15x2
.65x
227
= 41
0416
T18
6P
TRN
16P
G5.
810
5512
50-1
60.
7794
3340
897
4.29
176
7.65
0070
112
x14x
15x2
.65x
21 =
140
238
187
PTR
N15
PG
5.8
950
1250
-15
0.70
3018
368
878.
7729
67.
4975
832
188
PTR
N16
EG
610
5613
00-1
60.
7641
504
993.
3955
25.
9284
545
189
PTR
N17
.6E
G5.
812
3613
00-1
7.6
0.90
1697
472
1172
.206
714
5.16
1269
119
0P
TRN
17.4
EG
5.8
1216
1300
-17.
40.
8864
1446
411
52.3
3880
35.
2352
958
191
PTR
N18
EG
5.8
1400
1300
-18
0.93
2263
488
1211
.942
534
13.4
3267
619
2P
TRN
17E
G6
1152
1300
-17
0.84
0565
4410
92.7
3507
25.
1445
25
GEN
ERA
L D
ATA
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#2
No
Holes ID
Aquila Depth Design
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Explosive (kg)
Main Charge (m)
Density (kg/m3)
Depth Deviation (m)
Elevasi
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e19
-Aug
-07
113
257
15.3
EG
610
009.
313
000.
7106
5987
923.
8578
347.
6142
1664
Ben
ch /
Sho
vel
3670
/ S
hove
l 11
213
258
15.7
PG
690
39.
712
500.
7412
2589
926.
5323
6-2
.606
0199
3O
re/W
aste
=O
re3
1325
916
.7P
G6
1171
10.7
1250
0.81
7640
9310
22.0
5116
12.7
1979
85P
atte
rn B
x S
= 6
,5 x
7
m4
1326
015
.79
14.1
215
PG
680
39
1250
-0.8
836
67.1
20.
6877
3536
859.
6692
-7.0
5718
555
Ben
ch H
eigh
t(m)
= 15
513
261
16.1
116
.12
16.4
EG
610
0010
.413
00-0
.28
3667
.72
0.79
4716
4210
33.1
3134
-3.3
1313
408
Hol
e R
adiu
s(m
)0.
156
613
262
15.9
515
.71
14.4
1E
G6
907
8.41
1300
1.3
3669
.30.
6426
5049
835.
4456
327.
8891
2543
Avg
.Hol
e D
epth
(m)
= 15
,77
1327
016
.18
15.9
215
.4P
G6
1000
9.4
1250
0.52
3668
.52
0.71
8301
3889
7.87
672
10.2
1232
8W
et H
ole
=8
1327
215
.716
.03
15P
G6
923
912
501.
0336
69.0
30.
6877
3536
859.
6692
6.86
1408
45To
tal H
ole
= 39
69
1327
915
.73
15.9
115
PG
680
19
1250
0.91
3668
.91
0.68
7735
3685
9.66
92-7
.324
4943
8
EXPL
OSI
VE10
1394
015
.5E
G6
907
9.5
1300
0.72
5942
8894
3.72
5744
-4.0
4914
487
Am
mon
Nitr
at=
-11
1394
115
.9P
G6
950
9.9
1250
0.75
6508
994
5.63
612
0.45
9355
79P
ower
Gel
256
0 / 2
570
=
248.
262
k
g12
1394
215
.3E
G6
928
9.3
1300
0.71
0659
8792
3.85
7834
0.44
6354
14E
nerg
en 2
620
=
93.3
98
kg
1313
943
16.5
EG
610
3510
.513
000.
8023
5792
1043
.065
3-0
.779
2556
5E
mul
sion
55m
m=
cas
e14
1394
417
.4E
G6
1179
11.4
1300
0.87
1131
4611
32.4
7089
3.94
6489
16P
rimer
400
gr=
1513
945
15.4
PG
687
49.
412
500.
7183
0138
897.
8767
2-2
.731
8901
6Tr
unk
Cor
d=
397
1613
946
16.2
PG
696
010
.212
500.
7794
3341
974.
2917
6-1
.488
725
DEL
AY
1713
947
15.2
PG
692
09.
212
500.
7030
1837
878.
7729
64.
4812
Dow
n H
ole
= 2
0 m
5
00 m
s 3
97
ea
1813
948
13.2
PG
667
07.
212
500.
5501
8829
687.
7353
6-2
.647
0686
6D
own
Hol
e=
21
m
500
m
s 3
96
ea
1913
949
14P
G6
765
812
500.
6113
2032
764.
1504
0.11
1058
82C
onne
ctad
ets
= 1
5 m
2
5
ms
ea20
1395
015
.6E
G6
905
9.6
1300
0.73
3584
3895
3.65
9699
-5.3
7676
234
Con
nect
adet
s=
15
m
42
m
s
ea
2113
951
16.2
EG
610
0010
.213
000.
7794
3341
1013
.263
43-1
.326
3430
4C
onne
ctad
ets
= 1
5 m
6
5
ms
ea22
1395
215
.5E
G6
950
9.5
1300
0.72
5942
8894
3.72
5744
0.66
0448
Con
nect
adet
s=
15
m
100
m
s
ea
2313
953
15.6
EG
695
09.
613
000.
7335
8438
953.
6596
99-0
.385
2314
9C
onne
ctad
ets
= 1
5 m
1
50
ms
ea24
1395
417
PG
611
5611
1250
0.84
0565
4410
50.7
068
9.10
8408
3C
onne
ctad
ets
=
m
ms
ea25
1397
515
EG
690
69
1300
0.68
7735
3689
4.05
5968
1.31
8325
83Le
ad In
Lin
e=
500
m
7
roll
2613
976
15E
G6
862
913
000.
6877
3536
894.
0559
68-3
.718
7897
9
OTH
ERS
2713
977
15.4
415
.46
15.2
EG
693
29.
213
000.
2636
68.2
60.
7030
1837
913.
9238
781.
9394
9803
Nor
mal
Col
umn
Cha
rge(
kg)
= 8
50 -
1250
kg
2813
978
15.4
116
.24
16E
G6
1000
1013
000.
2436
68.2
40.
7641
504
993.
3955
20.
6604
48C
ress
Col
umn
Cha
rge(
kg)
=
k
g29
1397
915
.92
16.4
15.5
EG
693
99.
513
000.
936
68.9
0.72
5942
8894
3.72
5744
-0.5
0327
412
Tonn
es B
last
ed (t
onne
s)71
6215
.530
1398
016
.68
17.4
417
.3E
G6
1282
11.3
1300
0.14
3668
.14
0.86
3489
9511
22.5
3694
12.4
3861
64P
owde
r Fac
tor
= 0
,477
kg/
ton
3113
981
15.8
215
.83
15.6
EG
610
009.
613
000.
2336
68.2
30.
7335
8438
953.
6596
994.
6340
3008
Frag
men
tatio
n=
Bag
us32
1398
215
.46
15.5
15.4
EG
697
29.
413
000.
136
68.1
0.71
8301
3893
3.79
1789
3.93
0885
93Li
nner
=
inc
h
ea
3313
983
15.5
115
.52
14.8
EG
691
18.
813
000.
7236
68.7
20.
6724
5235
874.
1880
584.
0408
2793
Ste
mm
ing
Mat
eria
l=
Gra
vel
3413
984
15.5
115
.52
15.2
EG
685
09.
213
000.
3236
68.3
20.
7030
1837
913.
9238
78-7
.520
4562
8
REM
AR
K35
1398
515
.515
.52
15.5
EG
610
009.
513
000.
0236
68.0
20.
7259
4288
943.
7257
445.
6274
256
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n36
1398
615
.63
15.0
715
.1E
G6
950
9.1
1300
-0.0
336
67.9
70.
6953
7686
903.
9899
234.
8431
6598
Bla
ster
Per
sona
l=
Pau
l,Dau
d M
.,Jib
son,
3713
988
16.3
916
.66
16.3
EG
610
0010
.313
000.
3636
68.3
60.
7870
7491
1023
.197
39-2
.319
7385
6B
last
er R
epor
ter
= M
ursa
lim/S
uhar
ia38
1398
715
.45
15.1
515
.2E
G6
900
9.2
1300
-0.0
536
67.9
50.
7030
1837
913.
9238
78-1
.547
0976
NO
TE39
1399
015
.96
16.2
316
EG
611
0010
1300
0.23
3668
.23
0.76
4150
499
3.39
552
9.69
1316
36
Bla
stin
g Ti
me
:17
.30
WIT
4013
991
15.7
515
.815
.6P
G6
950
9.6
1250
0.2
3668
.20.
7335
8438
916.
9804
83.
4757
3895
4113
992
15.4
715
.51
15.3
PG
695
09.
312
500.
2136
68.2
10.
7106
5987
888.
3248
46.
4921
2211
1 E
A P
ente
x lo
se to
hol
e42
1399
815
.92
15.6
615
.5E
G6
950
9.5
1300
0.16
3668
.16
0.72
5942
8894
3.72
5744
0.66
0448
1 E
A I-
kon
Use
d fo
r con
nect
Cor
d43
1399
915
.67
15.8
115
.6E
G6
1000
9.6
1300
0.21
3668
.21
0.73
3584
3895
3.65
9699
4.63
4030
0844
1400
015
.54
15.4
715
.6P
G6
1000
9.6
1250
-0.1
336
67.8
70.
7335
8438
916.
9804
88.
3019
5245
9007
316
EG
610
0010
1300
0.76
4150
499
3.39
552
0.66
0448
4690
074
16.9
EG
610
5010
.913
000.
8329
2394
1082
.801
12-3
.123
9158
947
9007
116
.8E
G6
1088
10.8
1300
0.82
5282
4310
72.8
6716
1.39
0885
8848
9007
517
.41
16.6
817
EG
611
3611
1300
-0.3
236
67.6
80.
8405
6544
1092
.735
073.
8085
3239
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#3
GEN
ERA
L D
ATA
No
Holes ID
Aquila Depth Design
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Explosive (kg)
Main Charge (m)
Density (kg/m3)
Depth Deviation (m)
Elevasi
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e20
-Aug
-07
4912
666
15.5
716
.14
16.5
PG
610
0010
.512
50-0
.36
3667
.64
0.80
2357
9210
02.9
474
-0.2
9474
Ben
ch /
Sho
vel
3670
/ S
hove
l 11
5012
667
15.8
16.0
116
PG
610
0010
1250
0.01
3668
.01
0.76
4150
495
5.18
84.
4812
Ore
/Was
te
=
Ore
5113
263
15.9
816
.03
15.7
PG
610
009.
712
500.
3336
68.3
30.
7412
2589
926.
5323
67.
3467
64P
atte
rn B
x S
= 6
,5 x
7
m52
1326
415
.69
15.6
914
.85
EG
686
48.
8513
000.
8436
68.8
40.
6762
731
879.
1550
35-1
.754
055
Ben
ch H
eigh
t(m)
= 15
5313
271
15.9
515
.94
15.4
PG
694
19.
412
500.
5436
68.5
40.
7183
0138
897.
8767
24.
5827
0776
Hol
e R
adiu
s(m
)0.
156
5413
273
15.5
615
.06
15.6
PG
695
69.
612
50-0
.54
3667
.46
0.73
3584
3891
6.98
048
4.08
1539
75A
vg.H
ole
Dep
th(m
)=
15,7
5513
274
15.6
215
.64
14.9
PG
680
08.
912
500.
7436
68.7
40.
6800
9386
850.
1173
2-6
.264
665
Wet
Hol
e=
5613
280
15.3
110
.41
10P
G6
391
412
500.
4136
68.4
10.
3056
6016
382.
0752
2.28
2557
54To
tal H
ole
= 39
657
1328
215
.41
15.4
815
PG
687
19
1250
0.48
3668
.48
0.68
7735
3685
9.66
921.
3008
9552
EXPL
OSI
VE58
1328
318
17.0
417
PG
610
9411
1250
0.04
3668
.04
0.84
0565
4410
50.7
068
3.95
7330
9A
mm
on N
itrat
= -
5913
284
15.4
613
.18
14.4
PG
690
28.
412
50-1
.22
3666
.78
0.64
1886
3480
2.35
792
11.0
4679
38P
ower
Gel
256
0 / 2
570
=
248.
262
k
g60
1328
515
.28
15.3
214
.9P
G6
893
8.9
1250
0.42
3668
.42
0.68
0093
8685
0.11
732
4.80
2091
83E
nerg
en 2
620
=
93.3
98
kg
6113
286
15.4
215
.45
14.7
PG
694
68.
712
500.
7536
68.7
50.
6648
1085
831.
0135
612
.155
0148
Em
ulsi
on 5
5mm
=
c
ase
6213
287
15.5
515
.64
15P
G6
861
912
500.
6436
68.6
40.
6877
3536
859.
6692
0.15
4564
46P
rimer
400
gr=
6313
288
15.7
415
.79
15.1
PG
694
99.
112
500.
6936
68.6
90.
6953
7686
869.
2210
88.
4066
3014
Trun
k C
ord
= 3
9764
1287
615
.3P
G6
890
9.3
1250
0.71
0659
8788
8.32
484
0.18
8220
22D
ELA
Y65
1328
915
.74
15.4
515
.1P
G6
919
9.1
1250
0.35
3668
.35
0.69
5376
8686
9.22
108
5.41
6639
83D
own
Hol
e=
20
m
500
ms
397
e
a66
1329
015
.36
14.3
714
PG
680
08
1250
0.37
3668
.37
0.61
1320
3276
4.15
044.
4812
Dow
n H
ole
=
21 m
5
00
ms
396
e
a67
1329
115
.25
15.2
615
PG
688
49
1250
0.26
3668
.26
0.68
7735
3685
9.66
922.
7523
5294
Con
nect
adet
s=
15
m
25
m
s
ea
6813
292
15.1
315
.16
14.9
PG
694
58.
912
500.
2636
68.2
60.
6800
9386
850.
1173
210
.040
4952
Con
nect
adet
s=
15
m
42
m
s
ea
6913
295
15.1
15.1
215
.2P
G6
980
9.2
1250
-0.0
836
67.9
20.
7030
1837
878.
7729
610
.329
2898
Con
nect
adet
s=
15
m
65
m
s
ea
7013
296
15.6
115
.79
15.7
PG
690
59.
712
500.
0936
68.0
90.
7412
2589
926.
5323
6-2
.379
2663
Con
nect
adet
s=
15
m
100
m
s
ea
7113
297
15.9
115
.03
14.6
PG
687
68.
612
500.
4336
68.4
30.
6571
6934
821.
4616
86.
2258
3562
Con
nect
adet
s=
15
m
150
m
s
ea
7213
993
15.7
615
.82
15.5
PG
698
09.
512
500.
3236
68.3
20.
7259
4288
907.
4286
7.40
5244
9C
onne
ctad
ets
=
m
ms
ea73
1399
415
.81
16.8
117
.4P
G6
1187
11.4
1250
-0.5
936
67.4
10.
8711
3146
1088
.914
328.
2633
2603
Lead
In L
ine
= 5
00 m
7
ro
ll74
1399
515
.92
15.9
715
.7P
G6
1081
9.7
1250
0.27
3668
.27
0.74
1225
8992
6.53
236
14.2
8932
84O
THER
S75
1399
616
.2E
G6
1000
10.2
1300
0.77
9433
4110
13.2
6343
-1.3
2634
304
Nor
mal
Col
umn
Cha
rge(
kg)
= 8
50 -
1250
kg
7613
997
16.2
516
.77
16.6
EG
610
0010
.613
000.
1736
68.1
70.
8099
9942
1052
.999
25-5
.299
9251
2C
ress
Col
umn
Cha
rge(
kg)
=
k
g77
1400
115
.315
.317
.7P
G6
1250
11.7
1250
-2.4
3665
.60.
8940
5597
1117
.569
9610
.594
4032
Tonn
es B
last
ed (t
onne
s)71
6215
.578
1400
215
.41
15.4
115
.7E
G6
977
9.7
1300
-0.2
936
67.7
10.
7412
2589
963.
5936
541.
3721
9505
Pow
der F
acto
r=
0,4
77
k
g/to
n79
1400
315
.53
15.5
615
.7P
G6
950
9.7
1250
-0.1
436
67.8
60.
7412
2589
926.
5323
62.
4702
7789
Frag
men
tatio
n=
Bag
us80
1400
415
.35
15.3
715
.3P
G6
1020
9.3
1250
0.07
3668
.07
0.71
0659
8788
8.32
484
12.9
0932
94Li
nner
=
inc
h
ea
8114
005
15.0
215
.09
14.7
EG
686
48.
713
000.
3936
68.3
90.
6648
1085
864.
2541
02-0
.029
41S
tem
min
g M
ater
ial
= G
rave
l82
1400
615
1515
.6P
G6
1000
9.6
1250
-0.6
3667
.40.
7335
8438
916.
9804
88.
3019
52R
EMA
RK
8314
007
1515
.04
15P
G6
1000
912
500.
0436
68.0
40.
6877
3536
859.
6692
14.0
3308
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n84
1400
815
.02
15.0
414
.8E
G6
950
8.8
1300
0.24
3668
.24
0.67
2452
3587
4.18
8058
7.98
0204
46B
last
er P
erso
nal
= P
aul,D
aud
M.,J
ibso
n,85
1401
015
.89
15.9
215
.2E
G6
1000
9.2
1300
0.72
3668
.72
0.70
3018
3791
3.92
3878
8.60
7612
16B
last
er R
epor
ter
= M
ursa
lim/S
uhar
ia86
1401
115
.415
.42
15.1
PG
691
69.
112
500.
3236
68.3
20.
6953
7686
869.
2210
85.
1068
69N
OTE
8714
012
15.1
216
.13
16.4
PG
610
0010
.412
50-0
.27
3667
.73
0.79
4716
4299
3.39
552
0.66
0448
Bla
stin
g Ti
me
:17
.30
WIT
8890
073
17.2
EG
611
3811
.213
000.
8558
4845
1112
.602
982.
2317
2387
8990
074
18E
G6
1300
1213
000.
9169
8048
1192
.074
628.
3019
521
EA
Pen
tex
lose
to h
ole
9090
077
16E
G6
1000
1013
000.
7641
504
993.
3955
20.
6604
481
EA
I-ko
n U
sed
for c
onne
ct C
ord
9190
076
17P
G6
1038
1112
500.
8405
6544
1050
.706
8-1
.224
1618
592
PTR
N16
.5E
G6
987
10.5
1300
0.80
2357
9210
43.0
653
-5.6
8037
447
93P
TRN
17.3
EG
611
0011
.313
000.
8634
8995
1122
.536
94-2
.048
8125
194
PTR
N15
.6E
G6
980
9.6
1300
0.73
3584
3895
3.65
9699
2.68
7785
895
PTR
N17
.56
17.6
917
.4E
G6
1129
11.4
1300
0.29
3668
.29
0.87
1131
4611
32.4
7089
-0.3
0743
072
96P
TRN
17.9
PG
612
2011
.912
500.
9093
3898
1136
.673
726.
8300
2295
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
GEN
ERA
L D
ATA
No
Holes ID
Aquila Depth Design
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Explosive (kg)
Main Charge (m)
Density (kg/m3)
Depth Deviation (m)
Elevasi
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e20
-Aug
-07
9712
220
16.8
PG
696
010
.812
500.
8252
8243
1031
.603
04-7
.458
65B
ench
/ S
hove
l36
70 /
Sho
vel 1
198
1222
117
.44
17.5
216
.9P
G6
1149
10.9
1250
0.62
3668
.62
0.83
2923
9410
41.1
5492
9.38
5994
78O
re/W
aste
=O
re99
1222
216
.96
17.0
816
.6P
G6
1123
10.6
1250
0.48
3668
.48
0.80
9999
4210
12.4
9928
9.83
9779
16P
atte
rn B
x S
= 6
,5 x
7
m10
012
223
17.1
717
.27
17P
G6
1110
1112
500.
2736
68.2
70.
8405
6544
1050
.706
85.
3417
2973
Ben
ch H
eigh
t(m)
= 15
101
1222
416
.73
15.6
615
.9P
G6
1147
9.9
1250
-0.2
436
67.7
60.
7565
089
945.
6361
217
.555
7001
Hol
e R
adiu
s(m
)0.
156
102
1222
517
16.8
817
.5P
G6
1250
11.5
1250
-0.6
236
67.3
80.
8787
7296
1098
.466
212
.122
704
Avg
.Hol
e D
epth
(m)
= 15
,710
312
226
1717
.117
.6P
G6
1245
11.6
1250
-0.5
3667
.50.
8864
1446
1108
.018
0811
.002
5639
Wet
Hol
e=
104
1222
716
.91
16.0
514
.9E
G6
823
8.9
1300
1.15
3669
.15
0.68
0093
8688
4.12
2013
-7.4
2673
303
Tota
l Hol
e=
396
105
1222
816
.716
.71
17P
G6
1160
1112
50-0
.29
3667
.71
0.84
0565
4410
50.7
068
9.42
1827
59EX
PLO
SIVE
106
1223
017
.217
.26
17.5
PG
612
5011
.512
50-0
.24
3667
.76
0.87
8772
9610
98.4
662
12.1
2270
4A
mm
on N
itrat
= -
107
1223
117
.217
.44
17.2
PG
612
5011
.212
500.
2436
68.2
40.
8558
4845
1069
.810
5614
.415
1552
Pow
er G
el 2
560
/ 257
0=
24
8.26
2
kg
108
1223
217
.217
.27
16.4
PG
610
4910
.412
500.
8736
68.8
70.
7947
1642
993.
3955
25.
3007
1306
Ene
rgen
262
0=
93
.398
kg10
912
233
17.2
17.3
317
.4P
G6
1195
11.4
1250
-0.0
736
67.9
30.
8711
3146
1088
.914
328.
8774
6276
Em
ulsi
on 5
5mm
=
c
ase
110
1223
416
.09
16.1
215
.6E
G6
950
9.6
1300
0.52
3668
.52
0.73
3584
3895
3.65
9699
-0.3
8523
149
Prim
er 4
00gr
=11
112
242
15.8
915
.99
15.3
EG
695
09.
313
000.
6936
68.6
90.
7106
5987
923.
8578
342.
7518
0699
Trun
k C
ord
= 3
9711
212
243
17.2
14.2
13.9
PG
672
07.
912
500.
336
68.3
0.60
3678
8275
4.59
852
-4.8
0535
DEL
AY
113
1224
416
.23
15.3
14.9
EG
685
58.
913
000.
436
68.4
0.68
0093
8688
4.12
2013
-3.4
0608
337
Dow
n H
ole
= 2
0 m
5
00 m
s 3
97
ea
114
1254
716
.46
16.5
816
.4P
G6
1040
10.4
1250
0.18
3668
.18
0.79
4716
4299
3.39
552
4.48
12D
own
Hol
e=
21
m
500
m
s 3
96
ea
115
1288
014
.65
14.6
514
.6P
G6
890
8.6
1250
0.05
3668
.05
0.65
7169
3482
1.46
168
7.70
0934
83C
onne
ctad
ets
= 1
5 m
2
5
ms
ea11
612
882
17.6
PG
611
5011
.612
500.
8864
1446
1108
.018
083.
6506
0174
Con
nect
adet
s=
15
m
42
m
s
ea
117
1288
316
.9E
G6
1100
10.9
1300
0.83
2923
9410
82.8
0112
1.56
3534
84C
onne
ctad
ets
= 1
5 m
6
5
ms
ea11
812
884
16.5
PG
610
0010
.512
500.
8023
5792
1002
.947
4-0
.294
74C
onne
ctad
ets
= 1
5 m
10
0
ms
ea11
912
886
16.2
515
.98
15.8
EG
697
49.
813
000.
1836
68.1
80.
7488
6739
973.
5276
10.
0485
0004
Con
nect
adet
s=
15
m
150
m
s
ea
120
1288
716
.115
.315
.5E
G6
1000
9.5
1300
-0.2
3667
.80.
7259
4288
943.
7257
445.
6274
256
Con
nect
adet
s=
m
m
s
ea
121
1288
815
.92
15.7
715
.5P
G6
970
9.5
1250
0.27
3668
.27
0.72
5942
8890
7.42
866.
4506
5979
Lead
In L
ine
= 5
00 m
7
ro
ll12
212
889
14.9
515
15.5
PG
699
69.
512
50-0
.536
67.5
0.72
5942
8890
7.42
868.
8927
1084
OTH
ERS
123
1329
315
.02
16.0
316
.7P
G6
1010
10.7
1250
-0.6
736
67.3
30.
8176
4093
1022
.051
16-1
.193
1841
6N
orm
al C
olum
n C
harg
e(kg
)=
850
- 12
50
k
g12
413
294
1515
16.2
PG
610
0010
.212
50-1
.236
66.8
0.77
9433
4197
4.29
176
2.57
0824
Cre
ss C
olum
n C
harg
e(kg
)=
kg
125
1330
015
.61
15.6
115
.9P
G6
946
9.9
1250
-0.2
936
67.7
10.
7565
089
945.
6361
20.
0384
6512
Tonn
es B
last
ed (t
onne
s)71
6215
.512
613
301
15.2
915
.41
14P
G6
798
812
501.
4136
69.4
10.
6113
2032
764.
1504
4.24
1804
51P
owde
r Fac
tor
= 0
,477
kg/
ton
127
1330
215
.69
15.7
115
.2P
G6
878
9.2
1250
0.51
3668
.51
0.70
3018
3787
8.77
296
-0.0
8803
645
Frag
men
tatio
n=
Bag
us12
813
303
15.6
815
.69
15.6
PG
610
089.
612
500.
0936
68.0
90.
7335
8438
916.
9804
89.
0297
1429
Linn
er=
i
nch
e
a12
913
304
15.3
116
.35
17.2
PG
611
7011
.212
50-0
.85
3667
.15
0.85
5848
4510
69.8
1056
8.56
32S
tem
min
g M
ater
ial
= G
rave
l13
013
305
15.4
615
.54
16P
G6
1184
1012
50-0
.46
3667
.54
0.76
4150
495
5.18
819
.325
3378
REM
AR
K13
113
306
15.6
514
.64
14.6
PG
687
08.
612
500.
0436
68.0
40.
6571
6934
821.
4616
85.
5791
1724
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n13
214
061
17.3
816
.85
16.4
PG
692
010
.412
500.
4536
68.4
50.
7947
1642
993.
3955
2-7
.977
7739
1B
last
er P
erso
nal
= P
aul,D
aud
M.,J
ibso
n,13
314
013
15.4
615
.69
15.6
PG
610
479.
612
500.
0936
68.0
90.
7335
8438
916.
9804
812
.418
2923
Bla
ster
Rep
orte
r=
Mur
salim
/Suh
aria
134
1401
415
.91
15.9
315
.9P
G6
1072
9.9
1250
0.03
3668
.03
0.75
6508
994
5.63
612
11.7
8767
54N
OTE
135
1401
516
.38
16.3
917
.9P
G6
1250
11.9
1250
-1.5
136
66.4
90.
9093
3898
1136
.673
729.
0661
024
Bla
stin
g Ti
me
:17
.30
WIT
136
1401
615
.86
15.8
815
.1P
G6
950
9.1
1250
0.78
3668
.78
0.69
5376
8686
9.22
108
8.50
3044
2113
714
017
15.9
616
.01
15.8
PG
610
009.
812
500.
2136
68.2
10.
7488
6739
936.
0842
46.
3915
761
EA
Pen
tex
lose
to h
ole
138
1401
816
.65
18.3
816
.3E
G6
1050
10.3
1300
2.08
3670
.08
0.78
7074
9110
23.1
9739
2.55
2629
941
EA
I-ko
n U
sed
for c
onne
ct C
ord
139
1400
915
.44
15.4
815
.9E
G6
920
9.9
1300
-0.4
236
67.5
80.
7565
089
983.
4615
65-6
.897
9961
714
012
881
15.3
15.4
414
.9P
G6
780
8.9
1250
0.54
3668
.54
0.68
0093
8685
0.11
732
-8.9
894
141
1291
716
.55
16.5
917
.1P
G6
1090
11.1
1250
-0.5
136
67.4
90.
8482
0694
1060
.258
682.
7285
6147
142
PTR
N17
.46
17.7
217
.2P
G6
1100
11.2
1250
0.52
3668
.52
0.85
5848
4510
69.8
1056
2.74
4494
5514
3P
TRN
17.4
117
.56
17.4
PG
610
5011
.412
500.
1636
68.1
60.
8711
3146
1088
.914
32-3
.706
1257
114
4P
TRN
17.1
17.2
517
.1P
G6
1150
11.1
1250
0.15
3668
.15
0.84
8206
9410
60.2
5868
7.80
3593
04
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
GEN
ERA
L D
ATA
No
Holes ID
Aquila Depth Design
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Explosive (kg)
Main Charge (m)
Density (kg/m3)
Depth Deviation (m)
Elevasi
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e20
-Aug
-07
145
1253
816
.27
15.3
414
.7P
G6
902
8.7
1250
0.64
3668
.64
0.66
4810
8583
1.01
356
7.86
9893
57B
ench
/ S
hove
l36
70 /
Sho
vel 1
114
612
546
16.1
816
.715
.3P
G6
902
9.3
1250
1.4
3669
.40.
7106
5987
888.
3248
41.
5160
9313
Ore
/Was
te
=
Ore
147
1254
816
.416
.49
15.7
PG
610
009.
712
500.
7936
68.7
90.
7412
2589
926.
5323
67.
3467
64P
atte
rn B
x S
= 6
,5 x
7
m14
812
549
15.9
115
.81
14.8
PG
688
48.
812
501.
0136
69.0
10.
6724
5235
840.
5654
44.
9134
1176
Ben
ch H
eigh
t(m)
= 15
149
1266
115
.64
1616
.4P
G6
1094
10.4
1250
-0.4
3667
.60.
7947
1642
993.
3955
29.
1960
2194
Hol
e R
adiu
s(m
)0.
156
150
1266
216
.52
16.5
316
.2P
G6
1055
10.2
1250
0.33
3668
.33
0.77
9433
4197
4.29
176
7.65
0070
14A
vg.H
ole
Dep
th(m
)=
15,7
151
1266
316
.59
17.0
416
.9P
G6
1136
10.9
1250
0.14
3668
.14
0.83
2923
9410
41.1
5492
8.34
9038
73W
et H
ole
=15
212
664
16.1
216
.13
15.9
PG
610
009.
912
500.
2336
68.2
30.
7565
089
945.
6361
25.
4363
88To
tal H
ole
= 39
615
312
665
15.7
215
.83
16P
G6
1150
1012
50-0
.17
3667
.83
0.76
4150
495
5.18
816
.940
1739
EXPL
OSI
VE15
412
669
16.4
216
.43
16.4
PG
610
4510
.412
500.
0336
68.0
30.
7947
1642
993.
3955
24.
9382
2775
Am
mon
Nitr
at=
-15
512
670
16.6
216
.63
15.6
PG
610
009.
612
501.
0336
69.0
30.
7335
8438
916.
9804
88.
3019
52P
ower
Gel
256
0 / 2
570
=
248.
262
k
g15
612
671
16.6
515
.62
13.9
PG
682
27.
912
501.
7236
69.7
20.
6036
7882
754.
5985
28.
1996
9343
Ene
rgen
262
0=
93
.398
kg15
712
672
16.2
413
.92
13.4
PG
667
07.
412
500.
5236
68.5
20.
5654
713
706.
8391
2-5
.498
3761
2E
mul
sion
55m
m=
cas
e15
812
674
15.6
215
.72
16P
G6
1055
1012
50-0
.28
3667
.72
0.76
4150
495
5.18
89.
4608
5308
Prim
er 4
00gr
=15
912
673
15.8
716
.16
17.4
PG
611
8611
.412
50-1
.24
3666
.76
0.87
1131
4610
88.9
1432
8.18
5976
39Tr
unk
Cor
d=
397
160
1267
716
.11
16.1
116
.2P
G6
1082
10.2
1250
-0.0
936
67.9
10.
7794
3341
974.
2917
69.
9545
5083
DEL
AY
161
1287
516
.55
16.4
715
PG
691
89
1250
1.47
3669
.47
0.68
7735
3685
9.66
926.
3541
1765
Dow
n H
ole
= 2
0 m
5
00 m
s 3
97
ea
162
1288
515
.915
.91
16.9
PG
611
5510
.912
50-0
.99
3667
.01
0.83
2923
9410
41.1
5492
9.85
6716
88D
own
Hol
e=
21
m
500
m
s 3
96
ea
163
1289
316
.516
.49
16.7
PG
698
510
.712
50-0
.21
3667
.79
0.81
7640
9310
22.0
5116
-3.7
6153
909
Con
nect
adet
s=
15
m
25
m
s
ea
164
1289
416
.32
16.2
16P
G6
1070
1012
500.
236
68.2
0.76
4150
495
5.18
810
.730
0935
Con
nect
adet
s=
15
m
42
m
s
ea
165
1289
516
.56
15.7
515
.4P
G6
1000
9.4
1250
0.35
3668
.35
0.71
8301
3889
7.87
672
10.2
1232
8C
onne
ctad
ets
= 1
5 m
6
5
ms
ea16
612
896
16.7
416
.74
16.5
PG
611
9510
.512
500.
2436
68.2
40.
8023
5792
1002
.947
416
.071
3473
Con
nect
adet
s=
15
m
100
m
s
ea
167
1289
716
.19
16.2
16P
G6
963
1012
500.
236
68.2
0.76
4150
495
5.18
80.
8112
1495
Con
nect
adet
s=
15
m
150
m
s
ea
168
1289
815
.73
15.7
416
PG
612
3110
1250
-0.2
636
67.7
40.
7641
504
955.
188
22.4
0552
4C
onne
ctad
ets
=
m
ms
ea16
912
899
14.7
516
.72
16.5
PG
610
2910
.512
500.
2236
68.2
20.
8023
5792
1002
.947
42.
5318
3673
Lead
In L
ine
= 5
00 m
7
ro
ll17
012
904
16.0
316
16.7
PG
610
0010
.712
50-0
.736
67.3
0.81
7640
9310
22.0
5116
-2.2
0511
6O
THER
S17
112
908
15.6
915
.716
PG
611
3310
1250
-0.3
3667
.70.
7641
504
955.
188
15.6
9391
Nor
mal
Col
umn
Cha
rge(
kg)
= 8
50 -
1250
kg
172
1290
915
.55
15.5
816
PG
610
2610
1250
-0.4
236
67.5
80.
7641
504
955.
188
6.90
1754
39C
ress
Col
umn
Cha
rge(
kg)
=
k
g17
312
910
15.3
415
.415
.2P
G6
888
9.2
1250
0.2
3668
.20.
7030
1837
878.
7729
61.
0390
8108
Tonn
es B
last
ed (t
onne
s)71
6215
.517
412
916
16.4
716
.71
16.6
PG
611
1410
.612
500.
1136
68.1
10.
8099
9942
1012
.499
289.
1113
7522
Pow
der F
acto
r=
0,4
77
k
g/to
n17
512
921
15.4
315
.44
16P
G6
1250
1012
50-0
.56
3667
.44
0.76
4150
495
5.18
823
.584
96Fr
agm
enta
tion
= B
agus
176
1292
916
.216
.25
16.1
PG
610
0010
.112
500.
1536
68.1
50.
7717
919
964.
7398
83.
5260
12Li
nner
=
inc
h
ea
177
1293
016
.41
16.0
715
.7P
G6
950
9.7
1250
0.37
3668
.37
0.74
1225
8992
6.53
236
2.47
0277
89S
tem
min
g M
ater
ial
= G
rave
l17
812
933
16.6
716
.72
16.2
PG
610
6010
.212
500.
5236
68.5
20.
7794
3341
974.
2917
68.
0856
8302
REM
AR
K17
912
939
16.3
316
.51
16.6
PG
611
5010
.612
50-0
.09
3667
.91
0.80
9999
4210
12.4
9928
11.9
5658
43W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
180
1294
216
.115
.515
PG
5.8
950
9.2
1250
0.5
3668
.50.
7030
1837
878.
7729
67.
4975
8316
Bla
ster
Per
sona
l=
Pau
l,Dau
d M
.,Jib
son,
181
1294
316
.07
16.1
14P
G6
792
812
502.
136
70.1
0.61
1320
3276
4.15
043.
5163
6364
Bla
ster
Rep
orte
r=
Mur
salim
/Suh
aria
182
1294
516
.74
16.7
715
PG
5.8
874
9.2
1250
1.77
3669
.77
0.70
3018
3787
8.77
296
-0.5
4610
526
NO
TE18
312
947
17.8
316
.52
17.2
PG
611
7811
.212
50-0
.68
3667
.32
0.85
5848
4510
69.8
1056
9.18
4162
99B
last
ing
Tim
e :
17.3
0 W
IT18
412
948
16.4
15.9
16.5
PG
612
0010
.512
50-0
.636
67.4
0.80
2357
9210
02.9
474
16.4
2105
185
1294
916
.216
16P
G6
1050
1012
500
3668
0.76
4150
495
5.18
89.
0297
1429
1 E
A P
ente
x lo
se to
hol
e18
612
950
16.3
716
.39
16.5
PG
611
0010
.512
50-0
.11
3667
.89
0.80
2357
9210
02.9
474
8.82
2963
641
EA
I-ko
n U
sed
for c
onne
ct C
ord
187
1296
016
.61
16.7
216
.5P
G6
1100
10.5
1250
0.22
3668
.22
0.80
2357
9210
02.9
474
8.82
2963
6418
812
965
17.4
517
.42
17P
G6
1165
1112
500.
4236
68.4
20.
8405
6544
1050
.706
89.
8105
7511
189
1296
616
.93
17.0
617
PG
612
2311
1250
0.06
3668
.06
0.84
0565
4410
50.7
068
14.0
8775
1419
013
281
15.5
215
.64
14P
G8
541
612
501.
6436
69.6
40.
4584
9024
573.
1128
-5.9
3582
255
191
1291
316
.64
16.6
616
.1P
G6
986
10.1
1250
0.56
3668
.56
0.77
1791
996
4.73
988
2.15
6198
7819
2P
TRN
16.9
17.1
17.2
PG
612
5011
.212
50-0
.136
67.9
0.85
5848
4510
69.8
1056
14.4
1515
52
GEN
ERA
L D
ATA
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
No
Holes ID
Aquila Depth Design
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Explosive (kg)
Main Charge (m)
Density (kg/m3)
Depth Deviation (m)
Elevasi
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e18
-Aug
-07
193
1291
115
.84
15.8
17E
G6
1200
1113
00-1
.236
66.8
0.84
0565
4410
92.7
3507
8.93
8744
Ben
ch /
Sho
vel
3670
/ S
hove
l 11
194
1291
816
.26
16.2
717
EG
612
0011
1300
-0.7
336
67.2
70.
8405
6544
1092
.735
078.
9387
44O
re/W
aste
=O
re19
512
920
15.8
415
.98
16.5
PG
611
0010
.512
50-0
.52
3667
.48
0.80
2357
9210
02.9
474
8.82
2963
64P
atte
rn B
x S
= 6
,5 x
7
m19
612
922
15.3
15.4
117
.5P
G6
1200
11.5
1250
-2.0
936
65.9
10.
8787
7296
1098
.466
28.
4611
5B
ench
Hei
ght(m
)=
1519
712
925
15.8
817
.19
17.4
PG
611
9011
.412
50-0
.21
3667
.79
0.87
1131
4610
88.9
1432
8.49
4594
96H
ole
Rad
ius(
m)
0.15
619
812
926
15.6
16.8
717
PG
612
0011
1250
-0.1
336
67.8
70.
8405
6544
1050
.706
812
.441
1A
vg.H
ole
Dep
th(m
)=
15,7
199
1292
715
.71
16.7
817
.3P
G6
1200
11.3
1250
-0.5
236
67.4
80.
8634
8995
1079
.362
4410
.053
13W
et H
ole
=20
012
928
15.3
316
.09
17.4
PG
612
0011
.412
50-1
.31
3666
.69
0.87
1131
4610
88.9
1432
9.25
714
Tota
l Hol
e=
396
201
1291
915
.92
15.9
216
.3P
G6
1020
10.3
1250
-0.3
836
67.6
20.
7870
7491
983.
8436
43.
5447
4118
EXPL
OSI
VE20
212
931
16.6
516
.74
16E
G6
1000
1013
000.
7436
68.7
40.
7641
504
993.
3955
20.
6604
48A
mm
on N
itrat
= -
203
1293
716
.83
16.7
216
.6E
G6
1000
10.6
1300
0.12
3668
.12
0.80
9999
4210
52.9
9925
-5.2
9992
512
Pow
er G
el 2
560
/ 257
0=
24
8.26
2
kg
204
1293
816
.89
16.9
16.8
EG
610
0010
.813
000.
136
68.1
0.82
5282
4310
72.8
6716
-7.2
8671
616
Ene
rgen
262
0=
93
.398
kg20
512
944
18.5
17.1
517
EG
611
5011
1300
0.15
3668
.15
0.84
0565
4410
92.7
3507
4.97
9558
96E
mul
sion
55m
m=
cas
e20
612
951
16.6
316
.64
15.9
EG
610
009.
913
000.
7436
68.7
40.
7565
089
983.
4615
651.
6538
4352
Prim
er 4
00gr
=20
712
952
16.6
316
.98
16.2
EG
610
0010
.213
000.
7836
68.7
80.
7794
3341
1013
.263
43-1
.326
3430
4Tr
unk
Cor
d=
397
208
1296
416
.95
16.9
816
.4E
G6
1000
10.4
1300
0.58
3668
.58
0.79
4716
4210
33.1
3134
-3.3
1313
408
DEL
AY
209
1298
317
.41
17.4
517
.3E
G6
1150
11.3
1300
0.15
3668
.15
0.86
3489
9511
22.5
3694
2.38
8092
38D
own
Hol
e=
20
m
500
ms
397
e
a21
012
969
16.5
214
.69
15E
G6
870
913
00-0
.31
3667
.69
0.68
7735
3689
4.05
5968
-2.7
6505
379
Dow
n H
ole
=
21 m
5
00
ms
396
e
a21
112
981
16.4
116
.74
17E
G6
1150
1113
00-0
.26
3667
.74
0.84
0565
4410
92.7
3507
4.97
9558
96C
onne
ctad
ets
= 1
5 m
2
5
ms
ea21
212
982
16.6
16.6
317
EG
611
0011
1300
-0.3
736
67.6
30.
8405
6544
1092
.735
070.
6604
48C
onne
ctad
ets
= 1
5 m
4
2
ms
ea21
312
984
17.3
417
.52
17.4
PG
611
5011
.412
500.
1236
68.1
20.
8711
3146
1088
.914
325.
3117
9826
Con
nect
adet
s=
15
m
65
m
s
ea
214
1404
517
.24
17.2
317
.7E
G6
1200
11.7
1300
-0.4
736
67.5
30.
8940
5597
1162
.272
763.
1439
368
Con
nect
adet
s=
15
m
100
m
s
ea
215
1404
716
.64
16.6
515
EG
690
09
1300
1.65
3669
.65
0.68
7735
3689
4.05
5968
0.66
0448
Con
nect
adet
s=
15
m
150
m
s
ea
216
1405
817
.09
16.9
417
EG
611
5011
1300
-0.0
636
67.9
40.
8405
6544
1092
.735
074.
9795
5896
Con
nect
adet
s=
m
m
s
ea
217
1405
917
.31
17.2
717
.2E
G6
1050
11.2
1300
0.07
3668
.07
0.85
5848
4511
12.6
0298
-5.9
6218
88Le
ad In
Lin
e=
500
m
7
roll
218
1406
017
.37
17.2
17E
G6
1200
1113
000.
236
68.2
0.84
0565
4410
92.7
3507
8.93
8744
OTH
ERS
219
1406
317
.27
17.2
216
.8E
G6
1100
10.8
1300
0.42
3668
.42
0.82
5282
4310
72.8
6716
2.46
6621
67N
orm
al C
olum
n C
harg
e(kg
)=
850
- 12
50
k
g22
014
074
17.1
16.9
816
.8E
G6
1050
10.8
1300
0.18
3668
.18
0.82
5282
4310
72.8
6716
-2.1
7782
491
Cre
ss C
olum
n C
harg
e(kg
)=
kg
221
1407
518
.11
18.7
416
.8E
G10
700
6.8
1300
1.94
3669
.94
0.51
9622
2767
5.50
8954
3.49
8720
91To
nnes
Bla
sted
(ton
nes)
7162
15.5
222
1407
817
.93
18.3
617
.7E
G6
1150
11.7
1300
0.66
3668
.66
0.89
4055
9711
62.2
7276
-1.0
6719
638
Pow
der F
acto
r=
0,4
77
k
g/to
n22
314
079
17.6
517
.27
17.1
EG
1065
07.
113
000.
1736
68.1
70.
5425
4678
705.
3108
19-8
.509
3568
Frag
men
tatio
n=
Bag
us22
414
088
17.0
616
.87
17.1
EG
611
0011
.113
00-0
.23
3667
.77
0.84
8206
9411
02.6
6903
-0.2
4263
884
Linn
er=
i
nch
e
a22
514
092
17.6
617
.89
17.8
EG
612
5011
.813
000.
0936
68.0
90.
9016
9747
1172
.206
716.
2234
6291
Ste
mm
ing
Mat
eria
l=
Gra
vel
226
1409
517
.217
.19
17.2
EG
612
0011
.213
00-0
.01
3667
.99
0.85
5848
4511
12.6
0298
7.28
3084
8R
EMA
RK
227
1409
617
.24
17.2
916
.8E
G6
1150
10.8
1300
0.49
3668
.49
0.82
5282
4310
72.8
6716
6.70
7203
34W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
228
1409
717
.33
17.3
417
.2E
G6
1150
11.2
1300
0.14
3668
.14
0.85
5848
4511
12.6
0298
3.25
1914
57B
last
er P
erso
nal
= P
aul,D
aud
M.,J
ibso
n,22
914
102
17.8
317
.88
17.2
EG
610
5011
.213
000.
6836
68.6
80.
8558
4845
1112
.602
98-5
.962
1888
Bla
ster
Rep
orte
r=
Mur
salim
/Suh
aria
230
1410
317
.92
17.9
117
.2E
G6
1150
11.2
1300
0.71
3668
.71
0.85
5848
4511
12.6
0298
3.25
1914
57N
OTE
231
1410
417
.59
17.4
717
.2E
G6
1150
11.2
1300
0.27
3668
.27
0.85
5848
4511
12.6
0298
3.25
1914
57B
last
ing
Tim
e :
17.3
0 W
IT23
214
106
17.4
217
.59
17.7
EG
611
5011
.713
00-0
.11
3667
.89
0.89
4055
9711
62.2
7276
-1.0
6719
638
233
1411
117
.72
17.3
516
.2E
G6
1050
10.2
1300
1.15
3669
.15
0.77
9433
4110
13.2
6343
3.49
8720
911
EA
Pen
tex
lose
to h
ole
234
1406
716
.44
16.5
717
.1E
G6
1150
11.1
1300
-0.5
336
67.4
70.
8482
0694
1102
.669
034.
1157
3677
1 E
A I-
kon
Use
d fo
r con
nect
Cor
d23
590
174
1716
.917
PG
611
5011
1250
-0.1
3667
.90.
8405
6544
1050
.706
88.
6341
913
236
9017
517
.116
.79
16.5
PG
610
0010
.512
500.
2936
68.2
90.
8023
5792
1002
.947
4-0
.294
7423
714
110
17.6
217
.47
16P
G6
1050
1012
501.
4736
69.4
70.
7641
504
955.
188
9.02
9714
2923
814
100
17.6
PG
611
5011
.612
500.
8864
1446
1108
.018
083.
6506
0174
239
PTR
N16
PG
697
010
1250
0.76
4150
495
5.18
81.
5270
1031
240
PTR
N17
.3P
G6
1100
11.3
1250
0.86
3489
9510
79.3
6244
1.87
6141
82
GEN
ERA
L D
ATA
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
No
Holes ID
Aquila Depth Design
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Explosive (kg)
Main Charge (m)
Density (kg/m3)
Depth Deviation (m)
Elevasi
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e20
-Aug
-07
241
1223
916
.37
16.3
713
PG
668
07
1250
3.37
3671
.37
0.53
4905
2866
8.63
161.
6718
2353
Ben
ch /
Sho
vel
3670
/ S
hove
l 11
242
1266
816
.33
16.0
115
.4P
G6
900
9.4
1250
0.61
3668
.61
0.71
8301
3889
7.87
672
0.23
592
Ore
/Was
te
=
Ore
243
1267
515
.59
15.7
715
PG
696
09
1250
0.77
3668
.77
0.68
7735
3685
9.66
9210
.451
125
Pat
tern
B x
S=
6,5
x 7
m
244
1287
815
.69
15.0
515
.4P
G6
990
9.4
1250
-0.3
536
67.6
50.
7183
0138
897.
8767
29.
3053
8182
Ben
ch H
eigh
t(m)
= 15
245
1289
014
.75
16.1
15.4
PG
697
09.
412
500.
736
68.7
0.71
8301
3889
7.87
672
7.43
5389
69H
ole
Rad
ius(
m)
0.15
624
612
891
15.1
215
.12
15.5
PG
698
09.
512
50-0
.38
3667
.62
0.72
5942
8890
7.42
867.
4052
449
Avg
.Hol
e D
epth
(m)
= 15
,724
712
900
15.4
415
.43
15P
G8
700
712
500.
4336
68.4
30.
5349
0528
668.
6316
4.48
12W
et H
ole
=24
812
903
15.7
415
.72
15.2
PG
695
09.
212
500.
5236
68.5
20.
7030
1837
878.
7729
67.
4975
8316
Tota
l Hol
e=
396
249
1290
516
16.0
216
.3P
G6
950
10.3
1250
-0.2
836
67.7
20.
7870
7491
983.
8436
4-3
.562
4884
2EX
PLO
SIVE
250
1290
615
.74
16.4
117
.7P
G6
1200
11.7
1250
-1.2
936
66.7
10.
8940
5597
1117
.569
966.
8691
7A
mm
on N
itrat
= -
251
1290
715
.64
16.1
715
.6P
G6
980
9.6
1250
0.57
3668
.57
0.73
3584
3891
6.98
048
6.43
0563
27P
ower
Gel
256
0 / 2
570
=
248.
262
k
g25
212
923
15.8
815
.92
16.4
PG
611
0010
.412
50-0
.48
3667
.52
0.79
4716
4299
3.39
552
9.69
1316
36E
nerg
en 2
620
=
93.3
98
kg
253
1292
415
.89
16.1
16.8
PG
612
0010
.812
50-0
.736
67.3
0.82
5282
4310
31.6
0304
14.0
3308
Em
ulsi
on 5
5mm
=
c
ase
254
1287
715
.97
1615
.6P
G6
900
9.6
1250
0.4
3668
.40.
7335
8438
916.
9804
8-1
.886
72P
rimer
400
gr=
255
1329
915
.616
.22
14.3
PG
682
08.
312
501.
9236
69.9
20.
6342
4483
792.
8060
43.
3163
3659
Trun
k C
ord
= 3
9725
613
298
15.8
513
.84
13.5
PG
673
07.
512
500.
3436
68.3
40.
5731
128
716.
391
1.86
4246
58D
ELA
Y25
712
879
15.1
415
.36
14P
G6
800
812
501.
3636
69.3
60.
6113
2032
764.
1504
4.48
12D
own
Hol
e=
20
m
500
ms
397
e
a25
813
307
15.6
114
.79
15P
G6
950
912
50-0
.21
3667
.79
0.68
7735
3685
9.66
929.
5085
0526
Dow
n H
ole
=
21 m
5
00
ms
396
e
a25
914
093
17.1
16.9
817
EG
611
5011
1300
-0.0
236
67.9
80.
8405
6544
1092
.735
074.
9795
5896
Con
nect
adet
s=
15
m
25
m
s
ea
260
1409
417
.88
17.9
117
EG
612
0011
1300
0.91
3668
.91
0.84
0565
4410
92.7
3507
8.93
8744
Con
nect
adet
s=
15
m
42
m
s
ea
261
1410
117
.617
.217
.2E
G6
1370
11.2
1300
036
680.
8558
4845
1112
.602
9818
.788
1035
Con
nect
adet
s=
15
m
65
m
s
ea
262
1410
517
.72
17.7
317
.4E
G6
1432
11.4
1300
0.33
3668
.33
0.87
1131
4611
32.4
7089
20.9
1683
71C
onne
ctad
ets
= 1
5 m
10
0
ms
ea26
314
107
17.8
417
.83
17.5
EG
612
4311
.513
000.
3336
68.3
30.
8787
7296
1142
.404
858.
0929
3258
Con
nect
adet
s=
15
m
150
m
s
ea
264
1410
817
.32
17.2
917
.3E
G6
1300
11.3
1300
-0.0
136
67.9
90.
8634
8995
1122
.536
9413
.651
0048
Con
nect
adet
s=
m
m
s
ea
265
1410
917
.65
17.7
114
EG
862
86
1300
3.71
3671
.71
0.45
8490
2459
6.03
7312
5.08
96Le
ad In
Lin
e=
500
m
7
roll
266
1411
217
.65
17.7
317
.1E
G6
1322
11.1
1300
0.63
3668
.63
0.84
8206
9411
02.6
6903
16.5
9084
51O
THER
S26
790
160
16.2
PG
695
010
.212
500.
7794
3341
974.
2917
6-2
.557
0273
7N
orm
al C
olum
n C
harg
e(kg
)=
850
- 12
50
k
g26
890
161
16.3
PG
610
0010
.312
500.
7870
7491
983.
8436
41.
6156
36C
ress
Col
umn
Cha
rge(
kg)
=
k
g26
990
167
17.9
PG
612
0011
.912
500.
9093
3898
1136
.673
725.
2771
9To
nnes
Bla
sted
(ton
nes)
7162
15.5
270
9017
317
.8E
G6
1200
11.8
1300
0.90
1697
4711
72.2
0671
2.31
6107
2P
owde
r Fac
tor
= 0
,477
kg/
ton
271
9019
316
.69
17.0
417
.6E
G6
1341
11.6
1300
-0.5
636
67.4
40.
8864
1446
1152
.338
814
.068
6948
Frag
men
tatio
n=
Bag
us27
212
967
16P
G6
950
1012
500.
7641
504
955.
188
-0.5
4610
526
Linn
er=
i
nch
e
a27
312
963
13P
G6
680
712
500.
5349
0528
668.
6316
1.67
1823
53S
tem
min
g M
ater
ial
= G
rave
l27
412
980
12.9
PG
668
06.
912
500.
5272
6378
659.
0797
23.
0765
1176
REM
AR
K27
5P
TRN
17.4
PG
611
5011
.412
500.
8711
3146
1088
.914
325.
3117
9826
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n27
6P
TRN
12P
G6
550
612
500.
4584
9024
573.
1128
-4.2
0232
727
Bla
ster
Per
sona
l=
Pau
l,Dau
d M
.,Jib
son,
277
PTR
N17
EG
612
0011
1300
0.84
0565
4410
92.7
3507
8.93
8744
Bla
ster
Rep
orte
r=
Mur
salim
/Suh
aria
278
PTR
N16
.8E
G6
1100
10.8
1300
0.82
5282
4310
72.8
6716
2.46
6621
67N
OTE
279
PTR
N16
.5E
G6
1050
10.5
1300
0.80
2357
9210
43.0
653
0.66
0448
Bla
stin
g Ti
me
:17
.30
WIT
280
PTR
N17
.9E
G6
1200
11.9
1300
0.90
9338
9811
82.1
4067
1.48
8277
628
1P
TRN
17.3
EG
611
5011
.313
000.
8634
8995
1122
.536
942.
3880
9238
1 E
A P
ente
x lo
se to
hol
e28
2P
TRN
17.6
EG
612
0011
.613
000.
8864
1446
1152
.338
83.
9717
664
1 E
A I-
kon
Use
d fo
r con
nect
Cor
d28
3P
TRN
16.9
EG
611
0010
.913
000.
8329
2394
1082
.801
121.
5635
3484
284
PTR
N17
.3E
G6
1200
11.3
1300
0.86
3489
9511
22.5
3694
6.45
5255
228
5P
TRN
16.8
EG
620
0010
.813
000.
8252
8243
1072
.867
1646
.356
6419
286
PTR
N17
.9E
G6
1274
11.9
1300
0.90
9338
9811
82.1
4067
7.21
0308
5728
7P
TRN
17.6
EG
613
2411
.613
000.
8864
1446
1152
.338
812
.965
3472
288
PTR
N17
.7E
G6
1318
11.7
1300
0.89
4055
9711
62.2
7276
11.8
1542
05
GEN
ERA
L D
ATA
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
No
Holes ID
Aquila Depth Design
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Explosive (kg)
Main Charge (m)
Density (kg/m3)
Depth Deviation (m)
Elevasi
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e19
-Aug
-07
289
1253
215
.94
15.2
514
.9P
G6
864
8.9
1250
0.35
3668
.35
0.68
0093
8685
0.11
732
1.60
6791
67B
ench
/ S
hove
l36
70 /
Sho
vel 1
129
012
533
15.8
215
.84
15.8
PG
610
009.
812
500.
0436
68.0
40.
7488
6739
936.
0842
46.
3915
76O
re/W
aste
=O
re29
112
534
15.5
15.5
16P
G6
1061
1012
50-0
.536
67.5
0.76
4150
495
5.18
89.
9728
558
Pat
tern
B x
S=
6,5
x 7
m
292
1253
515
.93
15.9
716
.2P
G6
1178
10.2
1250
-0.2
336
67.7
70.
7794
3341
974.
2917
617
.292
7199
Ben
ch H
eigh
t(m)
= 15
293
1253
616
.19
16.2
215
.4P
G6
884
9.4
1250
0.82
3668
.82
0.71
8301
3889
7.87
672
-1.5
6976
471
Hol
e R
adiu
s(m
)0.
156
294
1253
716
.516
.616
.2E
G6
1100
10.2
1300
0.4
3668
.40.
7794
3341
1013
.263
437.
8851
4269
Avg
.Hol
e D
epth
(m)
= 15
,729
512
543
15.8
115
.93
15E
G6
950
913
000.
9336
68.9
30.
6877
3536
894.
0559
685.
8888
4547
Wet
Hol
e=
296
1254
015
.53
15.5
415
EG
871
17
1300
0.54
3668
.54
0.53
4905
2869
5.37
6864
2.19
7346
84To
tal H
ole
= 39
629
712
539
1616
.87
17E
G6
1129
1113
00-0
.13
3667
.87
0.84
0565
4410
92.7
3507
3.21
2128
26EX
PLO
SIVE
298
1265
815
.45
15.4
615
.2E
G6
1000
9.2
1300
0.26
3668
.26
0.70
3018
3791
3.92
3878
8.60
7612
16A
mm
on N
itrat
= -
299
1265
915
.32
15.3
316
EG
610
4010
1300
-0.6
736
67.3
30.
7641
504
993.
3955
24.
4812
Pow
er G
el 2
560
/ 257
0=
24
8.26
2
kg
300
1266
015
.45
15.4
414
.6E
G6
917
8.6
1300
0.84
3668
.84
0.65
7169
3485
4.32
0147
6.83
5316
55E
nerg
en 2
620
=
93.3
98
kg
301
1255
015
.716
.11
16.5
EG
610
0010
.513
00-0
.39
3667
.61
0.80
2357
9210
43.0
653
-4.3
0652
96E
mul
sion
55m
m=
cas
e30
212
542
15.7
516
.22
15.5
EG
610
009.
513
000.
7236
68.7
20.
7259
4288
943.
7257
445.
6274
256
Prim
er 4
00gr
=30
312
676
15.7
415
.83
16E
G6
1000
1013
00-0
.17
3667
.83
0.76
4150
499
3.39
552
0.66
0448
Trun
k C
ord
= 3
9730
412
541
15.4
317
.42
17.8
EG
612
0011
.813
00-0
.38
3667
.62
0.90
1697
4711
72.2
0671
2.31
6107
2D
ELA
Y30
512
874
16.3
816
.38
17.2
EG
611
0011
.213
00-0
.82
3667
.18
0.85
5848
4511
12.6
0298
-1.1
4572
567
Dow
n H
ole
= 2
0 m
5
00 m
s 3
97
ea
306
1289
216
.16
16.2
915
.5E
G6
886
9.5
1300
0.79
3668
.79
0.72
5942
8894
3.72
5744
-6.5
1532
099
Dow
n H
ole
=
21 m
5
00
ms
396
e
a30
712
901
15.6
315
.67
16P
G6
1000
1012
50-0
.33
3667
.67
0.76
4150
495
5.18
84.
4812
Con
nect
adet
s=
15
m
25
m
s
ea
308
1293
216
.76
15.7
915
.3P
G6
950
9.3
1250
0.49
3668
.49
0.71
0659
8788
8.32
484
6.49
2122
11C
onne
ctad
ets
= 1
5 m
4
2
ms
ea30
912
973
16.6
116
.76
17P
G6
1122
1112
50-0
.24
3667
.76
0.84
0565
4410
50.7
068
6.35
4117
65C
onne
ctad
ets
= 1
5 m
6
5
ms
ea31
012
974
16.4
616
.44
16P
G6
1031
1012
500.
4436
68.4
40.
7641
504
955.
188
7.35
3249
27C
onne
ctad
ets
= 1
5 m
10
0
ms
ea31
112
975
16.5
816
.59
16.3
PG
610
0010
.312
500.
2936
68.2
90.
7870
7491
983.
8436
41.
6156
36C
onne
ctad
ets
= 1
5 m
1
50
ms
ea31
212
978
16.9
717
.36
17P
G6
1074
1112
500.
3636
68.3
60.
8405
6544
1050
.706
82.
1688
2682
Con
nect
adet
s=
m
m
s
ea
313
1398
916
.18
16.1
916
.5E
G6
1100
10.5
1300
-0.3
136
67.6
90.
8023
5792
1043
.065
35.
1758
8218
Lead
In L
ine
= 5
00 m
7
ro
ll31
414
052
16.2
916
.316
PG
697
910
1250
0.3
3668
.30.
7641
504
955.
188
2.43
2277
83O
THER
S31
514
054
16.6
216
.65
16.6
PG
611
4710
.612
500.
0536
68.0
50.
8099
9942
1012
.499
2811
.726
3051
Nor
mal
Col
umn
Cha
rge(
kg)
= 8
50 -
1250
kg
316
1406
616
.79
16.8
716
.4P
G6
972
10.4
1250
0.47
3668
.47
0.79
4716
4299
3.39
552
-2.2
0118
519
Cre
ss C
olum
n C
harg
e(kg
)=
kg
317
1407
016
.516
.53
15.7
PG
610
009.
712
500.
8336
68.8
30.
7412
2589
926.
5323
67.
3467
64To
nnes
Bla
sted
(ton
nes)
7162
15.5
318
1407
116
.917
16.9
PG
611
2010
.912
500.
136
68.1
0.83
2923
9410
41.1
5492
7.03
9739
29P
owde
r Fac
tor
= 0
,477
kg/
ton
319
1408
017
.08
17.1
217
PG
611
5611
1250
0.12
3668
.12
0.84
0565
4410
50.7
068
9.10
8408
3Fr
agm
enta
tion
= B
agus
320
1408
216
.63
16.7
16.2
PG
612
3910
.212
500.
536
68.5
0.77
9433
4197
4.29
176
21.3
6466
83Li
nner
=
inc
h
ea
321
1408
316
.26
16.3
16.7
PG
611
8510
.712
50-0
.436
67.6
0.81
7640
9310
22.0
5116
13.7
5095
7S
tem
min
g M
ater
ial
= G
rave
l32
214
087
16.5
116
.53
16.9
PG
610
1710
.912
50-0
.37
3667
.63
0.83
2923
9410
41.1
5492
-2.3
7511
504
REM
AR
K32
314
099
17.7
617
.717
.2P
G6
1000
11.2
1250
0.5
3668
.50.
8558
4845
1069
.810
56-6
.981
056
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n32
414
098
17.8
817
.917
.1P
G6
1128
11.1
1250
0.8
3668
.80.
8482
0694
1060
.258
686.
0054
3617
Bla
ster
Per
sona
l=
Pau
l,Dau
d M
.,Jib
son,
325
1407
617
.517
.59
17.2
PG
610
0011
.212
500.
3936
68.3
90.
8558
4845
1069
.810
56-6
.981
056
Bla
ster
Rep
orte
r=
Mur
salim
/Suh
aria
326
1404
917
.116
.98
17P
G6
1159
1112
50-0
.02
3667
.98
0.84
0565
4410
50.7
068
9.34
3675
58N
OTE
327
1405
016
.87
16.9
17.2
PG
611
3311
.212
50-0
.336
67.7
0.85
5848
4510
69.8
1056
5.57
7179
17B
last
ing
Tim
e :
17.3
0 W
IT32
8P
TRN
18.5
EG
514
5213
.513
001.
0316
0304
1341
.083
957.
6388
4628
329
PTR
N17
.6E
G6
1213
11.6
1300
0.88
6414
4611
52.3
388
5.00
0923
071
EA
Pen
tex
lose
to h
ole
330
PTR
N15
.4E
G6
916
9.4
1300
0.71
8301
3893
3.79
1789
-1.9
4233
502
1 E
A I-
kon
Use
d fo
r con
nect
Cor
d33
1P
TRN
17.4
EG
611
4411
.413
000.
8711
3146
1132
.470
891.
0077
8909
332
PTR
N17
.6E
G6
1227
11.6
1300
0.88
6414
4611
52.3
388
6.08
4857
1133
3P
TRN
18E
G6
1235
1213
000.
9169
8048
1192
.074
623.
4757
3895
334
PTR
N17
.5E
G5.
812
2911
.713
000.
8940
5597
1162
.272
765.
4293
9313
335
PTR
N16
EG
610
0010
1300
0.76
4150
499
3.39
552
0.66
0448
336
PTR
N12
.8E
G6
669
6.8
1300
0.51
9622
2767
5.50
8954
-0.9
7293
776
GEN
ERA
L D
ATA
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
No
Holes ID
Aquila Depth Design
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Explosive (kg)
Main Charge (m)
Density (kg/m3)
Depth Deviation (m)
Elevasi
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e20
-Aug
-07
337
1295
716
.61
16.6
716
.6P
G6
1100
10.6
1250
0.07
3668
.07
0.80
9999
4210
12.4
9928
7.95
4610
91B
ench
/ S
hove
l36
70 /
Sho
vel 1
133
812
958
16.8
616
.33
16.2
PG
695
010
.212
500.
1336
68.1
30.
7794
3341
974.
2917
6-2
.557
0273
7O
re/W
aste
=O
re33
912
970
17.1
16.4
616
.4P
G6
1050
10.4
1250
0.06
3668
.06
0.79
4716
4299
3.39
552
5.39
0902
86P
atte
rn B
x S
= 6
,5 x
7
m34
012
971
17.1
517
.21
17.2
PG
611
5011
.212
500.
0136
68.0
10.
8558
4845
1069
.810
566.
9729
9478
Ben
ch H
eigh
t(m)
= 15
341
1297
216
.95
1716
.5P
G6
1050
10.5
1250
0.5
3668
.50.
8023
5792
1002
.947
44.
4812
Hol
e R
adiu
s(m
)0.
156
342
1297
716
.91
17.0
116
.6P
G6
1050
10.6
1250
0.41
3668
.41
0.80
9999
4210
12.4
9928
3.57
1497
14A
vg.H
ole
Dep
th(m
)=
15,7
343
1404
816
.93
16.9
517
.4P
G5.
813
0011
.612
50-0
.45
3667
.55
0.88
6414
4611
08.0
1808
14.7
6784
Wet
Hol
e=
344
1405
116
.65
16.6
516
.2P
G6
1000
10.2
1250
0.45
3668
.45
0.77
9433
4197
4.29
176
2.57
0824
Tota
l Hol
e=
396
345
1405
316
.35
16.4
16.5
PG
611
0010
.512
50-0
.136
67.9
0.80
2357
9210
02.9
474
8.82
2963
64EX
PLO
SIVE
346
1405
516
.916
.916
.2P
G6.
295
010
1250
0.7
3668
.70.
7641
504
955.
188
-0.5
4610
526
Am
mon
Nitr
at=
-34
714
056
17.3
17.2
17P
G6
1150
1112
500.
236
68.2
0.84
0565
4410
50.7
068
8.63
4191
3P
ower
Gel
256
0 / 2
570
=
248.
262
k
g34
814
057
1717
.01
16P
G6
1000
1012
501.
0136
69.0
10.
7641
504
955.
188
4.48
12E
nerg
en 2
620
=
93.3
98
kg
349
1404
616
.91
16.9
315
.5P
G5.
810
009.
712
501.
4336
69.4
30.
7412
2589
926.
5323
67.
3467
64E
mul
sion
55m
m=
cas
e35
014
064
16.9
117
.05
16.9
PG
611
5010
.912
500.
1536
68.1
50.
8329
2394
1041
.154
929.
4647
8957
Prim
er 4
00gr
=35
114
065
17.0
317
.04
17P
G6
1150
1112
500.
0436
68.0
40.
8405
6544
1050
.706
88.
6341
913
Trun
k C
ord
= 3
9735
214
068
16.5
116
.52
16.2
PG
5.8
1100
10.4
1250
0.32
3668
.32
0.79
4716
4299
3.39
552
9.69
1316
36D
ELA
Y35
314
069
16.0
416
.04
15.7
PG
695
09.
712
500.
3436
68.3
40.
7412
2589
926.
5323
62.
4702
7789
Dow
n H
ole
= 2
0 m
5
00 m
s 3
97
ea
354
1407
216
.99
17.0
116
.3P
G6
1050
10.3
1250
0.71
3668
.71
0.78
7074
9198
3.84
364
6.30
0605
71D
own
Hol
e=
21
m
500
m
s 3
96
ea
355
1407
317
.15
17.2
116
.8P
G6
1150
10.8
1250
0.41
3668
.41
0.82
5282
4310
31.6
0304
10.2
9538
78C
onne
ctad
ets
= 1
5 m
2
5
ms
ea35
614
062
17.6
117
.116
.5P
G6
1050
10.5
1250
0.6
3668
.60.
8023
5792
1002
.947
44.
4812
Con
nect
adet
s=
15
m
42
m
s
ea
357
1408
116
.68
16.8
715
.5P
G6
970
9.5
1250
1.37
3669
.37
0.72
5942
8890
7.42
866.
4506
5979
Con
nect
adet
s=
15
m
65
m
s
ea
358
1408
416
.09
16.1
216
PG
610
0010
1250
0.12
3668
.12
0.76
4150
495
5.18
84.
4812
Con
nect
adet
s=
15
m
100
m
s
ea
359
1408
515
.915
.94
16P
G5.
810
0010
.212
50-0
.06
3667
.94
0.77
9433
4197
4.29
176
2.57
0824
Con
nect
adet
s=
15
m
150
m
s
ea
360
1408
616
.21
16.3
116
.3P
G6
1080
10.3
1250
0.01
3668
.01
0.78
7074
9198
3.84
364
8.90
3366
67C
onne
ctad
ets
=
m
ms
ea36
114
089
17.4
417
.38
17.2
PG
612
0011
.212
500.
1836
68.1
80.
8558
4845
1069
.810
5610
.849
12Le
ad In
Lin
e=
500
m
7
roll
362
1409
017
.67
17.5
517
.6P
G6
1285
11.6
1250
-0.0
536
67.9
50.
8864
1446
1108
.018
0813
.772
9121
OTH
ERS
363
1409
117
.84
17.5
617
PG
6.5
980
10.5
1250
0.56
3668
.56
0.80
2357
9210
02.9
474
-2.3
4157
143
Nor
mal
Col
umn
Cha
rge(
kg)
= 8
50 -
1250
kg
364
1407
717
.75
17.8
418
PG
612
5012
1250
-0.1
636
67.8
40.
9169
8048
1146
.225
68.
3019
52C
ress
Col
umn
Cha
rge(
kg)
=
k
g36
513
265
16.9
816
.215
.8P
G6
1000
9.8
1250
0.4
3668
.40.
7488
6739
936.
0842
46.
3915
76To
nnes
Bla
sted
(ton
nes)
7162
15.5
366
1326
615
.64
16.1
116
PG
610
4610
1250
0.11
3668
.11
0.76
4150
495
5.18
88.
6818
3556
Pow
der F
acto
r=
0,4
77
k
g/to
n36
713
267
15.2
916
.64
16P
G6
1000
1012
500.
6436
68.6
40.
7641
504
955.
188
4.48
12Fr
agm
enta
tion
= B
agus
368
1326
815
.35
15.2
15.6
PG
5.8
1068
9.8
1250
-0.4
3667
.60.
7488
6739
936.
0842
412
.351
6629
Linn
er=
i
nch
e
a36
913
269
15.8
116
.26
16.2
PG
610
0010
.212
500.
0636
68.0
60.
7794
3341
974.
2917
62.
5708
24S
tem
min
g M
ater
ial
= G
rave
l37
013
275
15.9
215
.97
16P
G6
1000
1012
50-0
.03
3667
.97
0.76
4150
495
5.18
84.
4812
REM
AR
K37
113
276
15.2
715
.53
15.4
PG
690
09.
412
500.
1336
68.1
30.
7183
0138
897.
8767
20.
2359
2W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
372
1327
715
.19
14.4
13P
G6
642
712
501.
436
69.4
0.53
4905
2866
8.63
16-4
.148
2243
Bla
ster
Per
sona
l=
Pau
l,Dau
d M
.,Jib
son,
373
1327
815
.34
15.3
416
.4P
G6
945
10.4
1250
-1.0
636
66.9
40.
7947
1642
993.
3955
2-5
.121
2190
5B
last
er R
epor
ter
= M
ursa
lim/S
uhar
ia37
412
968
16.2
916
.51
16.2
PG
695
010
.212
500.
3136
68.3
10.
7794
3341
974.
2917
6-2
.557
0273
7N
OTE
375
1296
215
.99
15.9
715
.9P
G6
1060
9.9
1250
0.07
3668
.07
0.75
6508
994
5.63
612
10.7
8904
53B
last
ing
Tim
e :
17.3
0 W
IT37
612
946
16.2
115
.41
16P
G5.
811
0010
.212
50-0
.59
3667
.41
0.77
9433
4197
4.29
176
11.4
2802
1837
712
979
16.9
717
.36
16P
G6.
287
99.
812
501.
3636
69.3
60.
7488
6739
936.
0842
4-6
.494
2252
61
EA
Pen
tex
lose
to h
ole
378
1296
116
.216
.06
16.3
PG
610
0010
.312
50-0
.24
3667
.76
0.78
7074
9198
3.84
364
1.61
5636
1 E
A I-
kon
Use
d fo
r con
nect
Cor
d37
912
959
16.7
516
.01
15.9
PG
697
99.
912
500.
1136
68.1
10.
7565
089
945.
6361
23.
4079
5506
380
1294
115
.96
15.4
115
.5P
G6
972
9.5
1250
-0.0
936
67.9
10.
7259
4288
907.
4286
6.64
3148
1538
112
976
16.6
616
.75
16.6
PG
611
2010
.612
500.
1536
68.1
50.
8099
9942
1012
.499
289.
5982
7857
382
1294
016
.34
14.4
114
PG
679
28
1250
0.41
3668
.41
0.61
1320
3276
4.15
043.
5163
6364
383
1295
616
.53
14.6
615
.9P
G6
1060
9.9
1250
-1.2
436
66.7
60.
7565
089
945.
6361
210
.789
0453
384
1290
215
.72
17.0
816
.2P
G6
1000
10.2
1250
0.88
3668
.88
0.77
9433
4197
4.29
176
2.57
0824
GEN
ERA
L D
ATA
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
No
Holes ID
Aquila Depth Design
Aquila Actual Depth
Actual Measured Depth
Explosive EG / PG/ANFO
Stemming
Explosive (kg)
Main Charge (m)
Density (kg/m3)
Depth Deviation (m)
Elevasi
Volume Charged (m3)
Charged Quantity (Kg)
Deviation (%)
Dat
e20
-Aug
-07
385
1295
516
.41
16.4
416
.7P
G6
985
10.7
1250
-0.2
636
67.7
40.
8176
4093
1022
.051
16-3
.761
5390
9B
ench
/ S
hove
l36
70 /
Sho
vel 1
138
612
953
16.6
716
.66
16P
G6
963
1012
500.
6636
68.6
60.
7641
504
955.
188
0.81
1214
95O
re/W
aste
=O
re38
712
954
16.5
516
.58
16.5
PG
610
2610
.512
500.
0836
68.0
80.
8023
5792
1002
.947
42.
2468
4211
Pat
tern
B x
S=
6,5
x 7
m
388
1293
616
.65
16.7
316
.9P
G5.
811
5511
.112
50-0
.17
3667
.83
0.84
8206
9410
60.2
5868
8.20
2711
69B
ench
Hei
ght(m
)=
1538
912
935
16.3
816
.45
16.2
PG
610
8210
.212
500.
2536
68.2
50.
7794
3341
974.
2917
69.
9545
5083
Hol
e R
adiu
s(m
)0.
156
390
1293
416
.43
16.4
416
.7P
G6
1045
10.7
1250
-0.2
636
67.7
40.
8176
4093
1022
.051
162.
1960
6124
Avg
.Hol
e D
epth
(m)
= 15
,739
112
912
16.4
17.4
417
.5P
G6
1186
11.5
1250
-0.0
636
67.9
40.
8787
7296
1098
.466
27.
3805
9022
Wet
Hol
e=
392
1291
416
.54
16.5
716
PG
610
0010
1250
0.57
3668
.57
0.76
4150
495
5.18
84.
4812
= 39
639
312
240
15.9
615
.98
16.5
PG
610
2910
.512
50-0
.52
3667
.48
0.80
2357
9210
02.9
474
2.53
1836
73EX
PLO
SIVE
394
1224
515
.88
1617
.2P
G6
1150
11.2
1250
-1.2
3666
.80.
8558
4845
1069
.810
566.
9729
9478
Am
mon
Nitr
at=
-39
512
241
15.7
816
.82
17.2
PG
611
2011
.212
50-0
.38
3667
.62
0.85
5848
4510
69.8
1056
4.48
12P
ower
Gel
256
0 / 2
570
=
248.
262
k
g39
612
229
1717
.17
16.4
PG
610
0010
.412
500.
7736
68.7
70.
7947
1642
993.
3955
20.
6604
48E
nerg
en 2
620
=
93.3
98
kg
Em
ulsi
on 5
5mm
=
c
ase
Prim
er 4
00gr
=P
ente
x 45
0=
397
DEL
AY
Dow
n H
ole
I -ko
n=
20
m
500
ms
397
e
aD
own
Hol
e=
21
m
500
m
s 3
96
ea
Con
nect
adet
s=
15
m
25
m
s
ea
Con
nect
adet
s=
15
m
42
m
s
ea
Con
nect
adet
s=
15
m
65
m
s
ea
Con
nect
adet
s=
15
m
100
m
s
ea
Con
nect
adet
s=
15
m
150
m
s
ea
Con
nect
adet
s=
m
m
s
ea
Har
nes
= 5
00 m
7
ro
llO
THER
SN
orm
al C
olum
n C
harg
e(kg
)=
850
- 12
50
k
gC
ress
Col
umn
Cha
rge(
kg)
=
k
gTo
nnes
Bla
sted
(ton
nes)
7162
15.5
Pow
der F
acto
r=
0,4
77
k
g/to
nFr
agm
enta
tion
= B
agus
Linn
er=
i
nch
e
aS
tem
min
g M
ater
ial
= G
rave
lR
EMA
RK
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
nB
last
er P
erso
nal
= P
aul,D
aud
M.,J
ibso
n,B
last
er R
epor
ter
= M
ursa
lim/S
uhar
iaN
OTE
Bla
stin
g Ti
me
:17
.30
WIT
1 E
A P
ente
x lo
se to
hol
e1
EA
I-ko
n U
sed
for c
onne
ct C
ord
GEN
ERA
L D
ATA
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Stemming
Main Charge (m)
Density (kg/m3)
Orica Explosive ( Kg )
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e21
-Aug
-07
114
261
16.6
116
.716
.6P
G5.
810
.812
5012
0010
31.6
0304
0.1
3668
.1B
ench
/Aqu
ila C
ut/B
last
ID36
70/3
670_
7S_C
ut59
_20A
ug07
214
262
16.6
116
.716
.1P
G6
10.1
1250
1000
964.
7398
80.
636
68.6
Ore
/Was
te=
Har
d Zo
ne O
re
3
1426
316
.85
16.8
616
PG
5.8
10.2
1250
935
974.
2917
60.
8636
68.8
6P
atte
rn B
x S
=
m
414
264
16.9
717
.28
16.9
PG
6.2
10.7
1250
1000
1022
.051
160.
3836
68.3
8B
ench
Hei
ght(m
)=
514
265
16.9
917
.28
16.8
PG
610
.812
5010
5010
31.6
0304
0.48
3668
.48
Hol
e D
iam
eter
(Inch
)=
614
266
16.8
816
.86
16.8
PG
6.1
10.7
1250
1060
1022
.051
160.
0636
68.0
6A
vg.H
ole
Dep
th(m
)=
714
267
17.2
217
.28
17P
G7.
59.
512
5010
6590
7.42
860.
2836
68.2
8W
et H
ole
=8
1426
817
.217
.28
16.7
PG
610
.712
5011
0010
22.0
5116
0.58
3668
.58
Tota
l Hol
e=
914
269
17.2
117
.28
17.2
PG
6.2
1112
5011
5810
50.7
068
0.08
3668
.08
EXPL
OSI
VE10
1427
017
.28
1615
.8P
G5.
810
1250
1010
955.
188
0.2
3668
.2A
mm
on N
itrat
=11
1427
117
.02
16.7
316
EG
6.3
9.7
1300
950
963.
5936
544
0.73
3668
.73
Pow
er G
el 2
560
/ 257
0=
kg
1214
272
17.2
216
.03
15.9
EG
69.
913
0095
098
3.46
1564
80.
1336
68.1
3E
nerg
en 2
620
=
k
g13
1427
317
.41
16.4
316
.2P
G6
10.2
1250
1100
974.
2917
60.
2336
68.2
3E
mul
sion
55m
m=
cas
e14
1427
417
.314
.514
EG
68
1300
880
794.
7164
160.
536
68.5
Prim
er 4
00gr
=15
1427
517
.17
15.2
515
EG
6.2
8.8
1300
880
874.
1880
576
0.25
3668
.25
Trun
k C
ord
=16
1427
617
.116
.21
15.8
EG
6.4
9.4
1300
880
933.
7917
888
0.41
3668
.41
DEL
AY
1714
277
17.1
17.2
17P
G6.
110
.912
5011
4410
41.1
5492
0.2
3668
.2D
own
Hol
e=
12
m
500
ms
ea18
1428
417
.42
16.5
316
.5P
G6
10.5
1250
1000
1002
.947
40.
0336
68.0
3D
own
Hol
e=
21
m
500
m
s
ea
1914
279
17.0
715
.316
EG
610
1300
1000
993.
3955
2-0
.736
67.3
Con
nect
adet
s=
15
m
25
m
s
ea
2014
280
17.0
817
.28
16.8
EG
610
.813
0010
0010
72.8
6716
20.
4836
68.4
8C
onne
ctad
ets
= 1
5 m
4
2
ms
ea21
1428
117
.15
17.2
816
.6E
G6
10.6
1300
1200
1052
.999
251
0.68
3668
.68
Con
nect
adet
s=
15
m
65
m
s
ea
2214
282
1716
.55
16E
G6
1013
0010
0099
3.39
552
0.55
3668
.55
Con
nect
adet
s=
15
m
100
m
s
ea
2314
283
17.0
216
.98
16.7
EG
610
.713
0010
2010
62.9
3320
60.
2836
68.2
8C
onne
ctad
ets
= 1
5 m
1
50
ms
ea24
1428
417
.113
.94
15E
G6
913
0090
089
4.05
5968
-1.0
636
66.9
4C
onne
ctad
ets
=
m
ms
ea25
1428
517
.33
17.2
816
.8P
G5.
711
.112
5011
4510
60.2
5868
0.48
3668
.48
Lead
In L
ine
= 5
00 m
ro
ll26
1428
617
.24
16.7
916
.5P
G5.
910
.612
5010
4110
12.4
9928
0.29
3668
.29
OTH
ERS
2714
287
17.0
816
.28
16.1
PG
610
.112
5095
096
4.73
988
0.18
3668
.18
Nor
mal
Col
umn
Cha
rge(
kg)
=
k
g28
1428
817
.11
17.2
817
.1P
G6
11.1
1250
1200
1060
.258
680.
1836
68.1
8C
ress
Col
umn
Cha
rge(
kg)
=
k
g29
1428
916
.94
17.0
416
.5P
G6
10.5
1250
980
1002
.947
40.
5436
68.5
4Te
nnes
Bla
sted
(ton
nes)
=
to
nnes
3014
290
16.8
417
.25
16.9
PG
610
.912
5012
0010
41.1
5492
0.35
3668
.35
Pow
der F
acto
r=
kg/to
n31
1429
116
.86
16.4
16.6
PG
610
.612
5095
010
12.4
9928
-0.2
3667
.8Fr
agm
enta
tion
=32
1429
216
.93
16.7
316
.8P
G6
10.8
1250
1000
1031
.603
04-0
.07
3667
.93
Linn
er=
i
nch
e
a33
1429
317
.22
17.2
817
PG
611
1250
1100
1050
.706
80.
2836
68.2
8S
tem
min
g M
ater
ial
=34
1429
416
.68
16.6
16.8
PG
5.9
10.9
1250
1099
1041
.154
92-0
.236
67.8
REM
AR
K35
1429
516
.81
17.0
416
.5P
G6
10.5
1250
1023
1002
.947
40.
5436
68.5
4W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
3614
296
16.6
615
14.6
PG
68.
612
5081
882
1.46
168
0.4
3668
.4B
last
er P
erso
nal
=37
1429
716
.77
17.0
416
.7P
G6
10.7
1250
1020
1022
.051
160.
3436
68.3
4B
last
er R
epor
ter
=38
1429
816
.77
16.4
616
.3P
G6
10.3
1250
1050
983.
8436
40.
1636
68.1
6N
OTE
3914
299
16.7
16.4
516
EG
610
1300
1060
993.
3955
20.
4536
68.4
5B
last
ing
Tim
e :
4014
300
16.6
16.4
516
.8P
G6
10.8
1250
1188
1031
.603
04-0
.35
3667
.65
4114
301
16.7
916
.04
15.6
EG
78.
613
0080
085
4.32
0147
20.
4436
68.4
442
1430
216
.62
16.5
16P
G4.
511
.512
5010
0010
98.4
662
0.5
3668
.543
1430
317
.21
1716
.9P
G5.
511
.412
5011
0010
88.9
1432
0.1
3668
.144
1430
417
.03
16.8
916
.7P
G5.
611
.112
5011
0010
60.2
5868
0.19
3668
.19
4514
305
16.6
516
.56
17.1
PG
5.1
1212
5011
5011
46.2
256
-0.5
436
67.4
646
1430
616
.67
1717
.4P
G6
11.4
1250
1089
1088
.914
32-0
.436
67.6
4714
307
16.9
16.8
416
.3P
G6
10.3
1250
887
983.
8436
40.
5436
68.5
448
1430
816
.916
.84
16.5
EG
610
.513
0010
5010
43.0
6529
60.
3436
68.3
449
1430
916
.916
.84
16.9
EG
610
.913
0011
0010
82.8
0111
7-0
.06
3667
.94
5014
310
17.0
816
.79
16.5
PG
5.9
10.6
1250
1150
1012
.499
280.
2936
68.2
9
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#4
GEN
ERA
L D
ATA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Stemming
Main Charge (m)
Density (kg/m3)
Explosive ( Kg )
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e21
-Aug
-07
5114
311
17.1
717
.217
.5P
G5.
911
.612
5011
5011
08.0
1808
-0.3
3667
.7B
ench
/Aqu
ila C
ut/B
last
ID36
70/3
670_
7S_C
ut59
_20A
ug07
5214
312
16.6
717
.217
.2P
G5.
811
.412
5011
5010
88.9
1432
036
68O
re/W
aste
= H
ard
Zone
Ore
5314
313
17.1
717
.93
17.9
PG
5.6
12.3
1250
1100
1174
.881
240.
0336
68.0
3P
atte
rn B
x S
=
m
5414
314
17.2
517
.43
17P
G5.
911
.112
5011
2010
60.2
5868
0.43
3668
.43
Ben
ch H
eigh
t(m)
=55
1431
516
.99
17.6
917
.9P
G5.
912
1250
1250
1146
.225
6-0
.21
3667
.79
Hol
e D
iam
eter
(Inch
)=
5614
316
16.5
716
.83
17.1
PG
5.9
11.2
1250
1180
1069
.810
56-0
.27
3667
.73
Avg
.Hol
e D
epth
(m)
=57
1431
717
.35
17.4
517
.6P
G6
11.6
1250
1080
1108
.018
08-0
.15
3667
.85
Wet
Hol
e=
5814
318
17.2
217
.28
16.3
PG
610
.312
5010
4098
3.84
364
0.98
3668
.98
Tota
l Hol
e=
5914
319
17.1
217
17.2
EG
6.2
1113
0012
0010
92.7
3507
2-0
.236
67.8
EXPL
OSI
VE60
1432
017
.09
1717
.2P
G6
11.2
1250
1185
1069
.810
56-0
.236
67.8
Am
mon
Nitr
at=
6114
321
17.1
916
.19
15.7
PG
69.
712
5010
0092
6.53
236
0.49
3668
.49
Pow
er G
el 2
560
/ 257
0=
kg
6214
322
17.2
17.1
17.1
PG
6.2
10.9
1250
1150
1041
.154
920
3668
Ene
rgen
262
0=
kg
6314
323
16.6
217
17.5
PG
6.5
1112
5010
0010
50.7
068
-0.5
3667
.5E
mul
sion
55m
m=
cas
e64
1432
417
.17
1717
.5P
G6
11.5
1250
1050
1098
.466
2-0
.536
67.5
Prim
er 4
00gr
=65
1432
517
.22
17.3
116
.6P
G6
10.6
1250
1150
1012
.499
280.
7136
68.7
1Tr
unk
Cor
d=
6614
326
17.0
417
.06
17P
G6
1112
5012
0010
50.7
068
0.06
3668
.06
DEL
AY
6714
327
17.6
117
.217
.7P
G5
12.7
1250
1200
1213
.088
76-0
.536
67.5
Dow
n H
ole
= 1
2 m
5
00 m
s
ea
6814
328
17.0
515
.215
.8P
G6.
19.
712
5095
092
6.53
236
-0.6
3667
.4D
own
Hol
e=
21
m
500
m
s
ea
6914
329
16.9
316
.717
PG
5.2
11.8
1250
1200
1127
.121
84-0
.336
67.7
Con
nect
adet
s=
15
m
25
m
s
ea
7014
330
17.1
517
.34
16.8
PG
610
.812
5010
0010
31.6
0304
0.54
3668
.54
Con
nect
adet
s=
15
m
42
m
s
ea
7114
331
17.0
817
.01
17P
G6.
110
.912
5011
4210
41.1
5492
0.01
3668
.01
Con
nect
adet
s=
15
m
65
m
s
ea
7214
332
17.2
317
.12
17.5
PG
611
.512
5010
1910
98.4
662
-0.3
836
67.6
2C
onne
ctad
ets
= 1
5 m
10
0
ms
ea73
1433
317
.02
16.7
416
.4P
G6
10.4
1250
970
993.
3955
20.
3436
68.3
4C
onne
ctad
ets
= 1
5 m
1
50
ms
ea74
1433
416
.69
17.2
17.2
PG
4.8
12.4
1250
1200
1184
.433
120
3668
Con
nect
adet
s=
m
m
s
ea
7514
335
17.2
217
.32
17.5
PG
5.7
11.8
1250
1100
1127
.121
84-0
.18
3667
.82
Lead
In L
ine
= 5
00 m
ro
ll76
1433
616
.93
17.3
17.9
PG
5.7
12.2
1250
1200
1165
.329
36-0
.636
67.4
OTH
ERS
7714
337
16.7
916
.81
16.5
PG
5.9
10.6
1250
1040
1012
.499
280.
3136
68.3
1N
orm
al C
olum
n C
harg
e(kg
)=
kg
7814
339
16.8
216
.75
16.3
PG
610
.312
5011
0098
3.84
364
0.45
3668
.45
Cre
ss C
olum
n C
harg
e(kg
)=
kg
7914
400
16.8
16.8
116
.7P
G5.
411
.312
5012
0010
79.3
6244
0.11
3668
.11
Tenn
es B
last
ed (t
onne
s)=
tonn
es80
1434
016
.68
16.7
116
.7P
G6
10.7
1250
1000
1022
.051
160.
0136
68.0
1P
owde
r Fac
tor
=
kg
/ton
8114
341
16.8
816
.95
16.8
PG
610
.812
5011
0010
31.6
0304
0.15
3668
.15
Frag
men
tatio
n=
8214
342
17.2
617
.47
17P
G6
1112
5011
4010
50.7
068
0.47
3668
.47
Linn
er=
i
nch
e
a83
1434
316
.97
16.9
317
.1P
G6
11.1
1250
1064
1060
.258
68-0
.17
3667
.83
Ste
mm
ing
Mat
eria
l=
8414
344
17.0
316
.98
17.3
PG
5.8
11.5
1250
1161
1098
.466
2-0
.32
3667
.68
REM
AR
K85
1434
517
.06
17.1
15.9
PG
5.9
1012
5010
1095
5.18
81.
236
69.2
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n86
1434
616
.416
.42
16.3
PG
5.2
11.1
1250
1100
1060
.258
680.
1236
68.1
2B
last
er P
erso
nal
=87
1434
716
.22
16.2
416
PG
4.8
11.2
1250
1000
1069
.810
560.
2436
68.2
4B
last
er R
epor
ter
=88
1434
816
.34
16.5
17P
G5.
811
.212
5011
0010
69.8
1056
-0.5
3667
.5N
OTE
8914
349
16.7
316
.82
17P
G5.
911
.112
5011
5010
60.2
5868
-0.1
836
67.8
2B
last
ing
Tim
e :
9014
350
16.3
216
.55
16.3
PG
7.1
9.2
1250
950
878.
7729
60.
2536
68.2
591
1435
117
.07
17.0
916
.5P
G6
10.5
1250
1000
1002
.947
40.
5936
68.5
992
1435
217
.07
17.0
116
.8P
G6
10.8
1250
1100
1031
.603
040.
2136
68.2
193
1435
316
.32
15.8
16.2
PG
5.2
1112
5011
0010
50.7
068
-0.4
3667
.694
1435
417
.24
17.2
816
.6P
G5.
611
1250
1000
1050
.706
80.
6836
68.6
895
1435
517
.72
16.7
716
.2E
G6
10.2
1300
1180
1013
.263
430.
5736
68.5
796
1435
616
.48
16.5
316
.5P
G6
10.5
1250
1089
1002
.947
40.
0336
68.0
397
1435
716
.56
16.5
16.3
PG
610
.312
5010
7098
3.84
364
0.2
3668
.298
1435
816
.49
16.4
716
.3P
G5.
410
.912
5011
5010
41.1
5492
0.17
3668
.17
9914
359
16.4
516
.56
16.3
PG
6.2
10.1
1250
1000
964.
7398
80.
2636
68.2
610
014
360
17.3
416
.73
16.5
PG
5.9
10.6
1250
950
1012
.499
280.
2336
68.2
3
GEN
ERA
L D
ATA
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Stemming
Main Charge (m)
Density (kg/m3)
Explosive ( Kg )
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e21
-Aug
-07
101
1436
117
.21
17.1
816
.9P
G6.
410
.512
5011
5010
02.9
474
0.28
3668
.28
Ben
ch /A
quila
Cut
/Bla
st ID
3670
/367
0_7S
_Cut
59_2
0Aug
0710
214
362
17.1
216
.78
16.2
PG
6.5
9.7
1250
1000
926.
5323
60.
5836
68.5
8O
re/W
aste
= H
ard
Zone
Ore
103
1436
317
.21
17.2
816
.7P
G5.
111
.612
5010
0011
08.0
1808
0.58
3668
.58
Pat
tern
B x
S=
m10
414
364
17.2
117
.28
17P
G5.
711
.312
5010
0010
79.3
6244
0.28
3668
.28
Ben
ch H
eigh
t(m)
=10
514
365
16.2
716
.316
.2P
G6.
210
1250
1000
955.
188
0.1
3668
.1H
ole
Dia
met
er(In
ch)
=10
614
366
16.2
716
.316
.7P
G6.
610
.112
5011
8096
4.73
988
-0.4
3667
.6A
vg.H
ole
Dep
th(m
)=
107
1436
716
.27
16.3
17E
G6
1113
0012
0010
92.7
3507
2-0
.736
67.3
Wet
Hol
e=
108
1436
816
.27
16.3
16.2
EG
610
.213
0010
1010
13.2
6343
0.1
3668
.1To
tal H
ole
=10
914
369
16.8
916
.95
16.6
PG
5.9
10.7
1250
1080
1022
.051
160.
3536
68.3
5EX
PLO
SIVE
110
1437
016
.22
16.2
416
PG
511
1250
1070
1050
.706
80.
2436
68.2
4A
mm
on N
itrat
=11
114
371
16.5
16.5
516
.2P
G6.
59.
712
5010
0092
6.53
236
0.35
3668
.35
Pow
er G
el 2
560
/ 257
0=
kg
112
1437
216
.93
17.1
916
.6P
G7.
59.
112
5095
086
9.22
108
0.59
3668
.59
Ene
rgen
262
0=
kg
113
1437
316
.93
16.6
16.4
PG
6.3
10.1
1250
1100
964.
7398
80.
236
68.2
Em
ulsi
on 5
5mm
=
c
ase
114
1437
417
.23
17.6
817
.6P
G6.
211
.412
5010
0010
88.9
1432
0.08
3668
.08
Prim
er 4
00gr
=11
514
375
16.5
216
.55
16.2
PG
6.2
1012
5095
095
5.18
80.
3536
68.3
5Tr
unk
Cor
d=
116
1437
616
.115
.23
15P
G5.
59.
512
5092
090
7.42
860.
2336
68.2
3D
ELA
Y11
714
377
16.4
916
.84
16.8
PG
5.6
11.2
1250
1000
1069
.810
560.
0436
68.0
4D
own
Hol
e=
12
m
500
ms
ea11
814
378
17.0
715
.79
15.6
EG
5.8
9.8
1300
1000
973.
5276
096
0.19
3668
.19
Dow
n H
ole
=
21 m
5
00
ms
ea11
914
379
17.1
216
.71
16.2
EG
610
.213
0010
0010
13.2
6343
0.51
3668
.51
Con
nect
adet
s=
15
m
25
m
s
ea
120
1438
016
.216
.58
16.3
PG
6.6
9.7
1250
1000
926.
5323
60.
2836
68.2
8C
onne
ctad
ets
= 1
5 m
4
2
ms
ea12
114
381
16.2
316
.29
15.7
PG
5.9
9.8
1250
1000
936.
0842
40.
5936
68.5
9C
onne
ctad
ets
= 1
5 m
6
5
ms
ea12
214
382
16.5
915
.23
15P
G6
912
5096
085
9.66
920.
2336
68.2
3C
onne
ctad
ets
= 1
5 m
10
0
ms
ea12
314
383
17.2
717
.28
16.8
PG
6.1
10.7
1250
1150
1022
.051
160.
4836
68.4
8C
onne
ctad
ets
= 1
5 m
1
50
ms
ea12
514
385
16.8
516
.89
16.8
PG
6.2
10.6
1250
1000
1012
.499
280.
0936
68.0
9C
onne
ctad
ets
=
m
ms
ea12
614
386
16.2
814
.914
PG
5.8
8.2
1250
800
783.
2541
60.
936
68.9
Lead
In L
ine
= 5
00 m
ro
ll12
714
387
16.0
816
.116
.1P
G5.
610
.512
5012
0010
02.9
474
036
68O
THER
S12
814
388
17.0
617
.13
16.5
EG
610
.513
0010
5010
43.0
6529
60.
6336
68.6
3N
orm
al C
olum
n C
harg
e(kg
)=
kg
129
1438
917
16.2
515
.8E
G6
9.8
1300
1000
973.
5276
096
0.45
3668
.45
Cre
ss C
olum
n C
harg
e(kg
)=
kg
130
1439
016
.18
16.4
216
.2P
G5.
910
.312
5010
0098
3.84
364
0.22
3668
.22
Tenn
es B
last
ed (t
onne
s)=
tonn
es13
114
391
16.3
716
.32
15.8
PG
5.7
10.1
1250
970
964.
7398
80.
5236
68.5
2P
owde
r Fac
tor
=
kg
/ton
132
1439
216
.64
16.7
16.4
PG
5.4
1112
5010
0010
50.7
068
0.3
3668
.3Fr
agm
enta
tion
=13
414
394
16.6
16.7
16.2
PG
610
.212
5010
5097
4.29
176
0.5
3668
.5Li
nner
=
inc
h
ea
135
1439
516
.21
16.2
916
.3P
G4.
811
.512
5012
0010
98.4
662
-0.0
136
67.9
9S
tem
min
g M
ater
ial
=13
614
396
16.2
916
.56
16.3
PG
4.7
11.6
1250
1100
1108
.018
080.
2636
68.2
6R
EMA
RK
137
1439
716
.93
15.9
515
.5E
G6
9.5
1300
900
943.
7257
440.
4536
68.4
5W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
138
1439
817
.05
17.0
416
.5E
G6
10.5
1300
1050
1043
.065
296
0.54
3668
.54
Bla
ster
Per
sona
l=
140
1440
016
.38
16.5
216
.3P
G6
10.3
1250
1050
983.
8436
40.
2236
68.2
2B
last
er R
epor
ter
=14
114
401
16.2
117
.12
17P
G5
1212
5012
3011
46.2
256
0.12
3668
.12
NO
TE14
214
402
16.9
16.9
515
.1E
G6
9.1
1300
1000
903.
9899
232
1.85
3669
.85
Bla
stin
g Ti
me
:14
314
403
16.9
116
.95
16.5
5E
G6
10.5
513
0010
8010
48.0
3227
40.
436
68.4
144
9020
816
.91
15.9
515
.08
PG
510
.08
1250
1050
962.
8295
040.
8736
68.8
714
5P
TRN
16.9
116
.95
16.5
PG
610
.512
5010
5010
02.9
474
0.45
3668
.45
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
GEN
ERA
L D
ATA
ENER
AL
DA
TA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Stemming
Main Charge (m)
Density (kg/m3)
Explosive ( Kg )
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e24
-Aug
-07
146
1461
016
.94
17.0
416
PG
610
1250
1009
955.
188
1.04
3669
.04
Ben
ch /A
quila
Cut
/Bla
st ID
3670
/367
0_7S
_Cut
62_2
2Aug
0714
714
611
16.9
417
.04
16.2
5.7
10.5
1250
1002
.947
40.
8436
68.8
4O
re/W
aste
= H
ard
Zone
Ore
148
1427
817
PG
5.9
11.1
1250
1000
1060
.258
68-1
736
51P
atte
rn B
x S
=
m
149
1461
317
.04
17.0
416
.216
.212
5015
47.4
0456
0.84
3668
.84
Ben
ch H
eigh
t(m)
=15
014
614
012
500
036
68H
ole
Dia
met
er(In
ch)
=15
114
615
17.5
717
.62
1616
1250
1528
.300
81.
6236
69.6
2A
vg.H
ole
Dep
th(m
)=
152
1461
60
1250
00
3668
Wet
Hol
e=
153
1461
70
1250
00
3668
Tota
l Hol
e=
154
1461
817
.02
17.0
416
.816
.812
5016
04.7
1584
0.24
3668
.24
EXPL
OSI
VE15
514
619
012
500
036
68A
mm
on N
itrat
=15
614
620
012
500
036
68P
ower
Gel
256
0 / 2
570
=
k
g15
714
621
012
500
036
68E
nerg
en 2
620
=
k
g15
814
622
012
500
036
68E
mul
sion
55m
m=
cas
e15
914
623
012
500
036
68P
rimer
400
gr=
160
1462
40
1250
00
3668
Trun
k C
ord
=16
114
625
012
500
036
68D
ELA
Y16
2P
TRN
16.7
PG
6.1
10.6
1250
1200
1012
.499
28-1
6.7
3651
.3D
own
Hol
e=
12
m
500
ms
ea16
314
611
16.2
PG
5.7
10.5
1250
1100
1002
.947
4-1
6.2
3651
.8D
own
Hol
e=
21
m
500
m
s
ea
164
1461
217
17.0
116
.9P
G7.
39.
612
5010
3091
6.98
048
0.11
3668
.11
Con
nect
adet
s=
15
m
25
m
s
ea
165
1461
316
.2P
G6
10.2
1250
1170
974.
2917
6-1
6.2
3651
.8C
onne
ctad
ets
= 1
5 m
4
2
ms
ea16
614
617
16.5
PG
5.7
10.8
1250
900
1031
.603
04-1
6.5
3651
.5C
onne
ctad
ets
= 1
5 m
6
5
ms
ea16
715
047
16.7
EG
6.4
10.3
1300
1100
1023
.197
386
-16.
736
51.3
Con
nect
adet
s=
15
m
100
m
s
ea
168
1504
616
.5E
G6.
210
.313
0010
0010
23.1
9738
6-1
6.5
3651
.5C
onne
ctad
ets
= 1
5 m
1
50
ms
ea16
915
041
17.3
PG
6.1
11.2
1250
1200
1069
.810
56-1
7.3
3650
.7C
onne
ctad
ets
=
m
ms
ea17
015
040
17.2
PG
5.8
11.4
1250
1183
1088
.914
32-1
7.2
3650
.8Le
ad In
Lin
e=
500
m
roll
171
1503
416
.3P
G6.
110
.212
5010
5397
4.29
176
-16.
336
51.7
OTH
ERS
172
1503
317
.5P
G6.
111
.412
5011
6310
88.9
1432
-17.
536
50.5
Nor
mal
Col
umn
Cha
rge(
kg)
=
k
g17
315
032
15.3
PG
6.2
9.1
1250
1116
869.
2210
8-1
5.3
3652
.7C
ress
Col
umn
Cha
rge(
kg)
=
k
g17
415
023
16.4
EG
6.1
10.3
1300
1080
1023
.197
386
-16.
436
51.6
Tenn
es B
last
ed (t
onne
s)=
tonn
es17
515
021
16.5
PG
610
.512
5010
0010
02.9
474
-16.
536
51.5
Pow
der F
acto
r=
kg/to
n17
615
018
16.4
EG
610
.413
0010
6010
33.1
3134
1-1
6.4
3651
.6Fr
agm
enta
tion
=17
714
617
15.5
EG
69.
513
0010
0094
3.72
5744
-15.
536
52.5
Linn
er=
i
nch
e
a17
814
616
17.3
EG
611
.313
0011
0011
22.5
3693
8-1
7.3
3650
.7S
tem
min
g M
ater
ial
=17
915
061
16.8
EG
10.7
6.1
1300
600
605.
9712
672
-16.
836
51.2
REM
AR
K18
015
060
17P
G11
.45.
612
5060
053
4.90
528
-17
3651
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n18
115
059
17P
G11
612
5060
057
3.11
28-1
736
51B
last
er P
erso
nal
=18
215
057
17.2
PG
611
.212
5011
5010
69.8
1056
-17.
236
50.8
Bla
ster
Rep
orte
r=
183
1505
616
.5P
G5.
710
.812
5010
6010
31.6
0304
-16.
536
51.5
NO
TE18
415
058
17.4
PG
11.7
5.7
1250
600
544.
4571
6-1
7.4
3650
.6B
last
ing
Tim
e :
185
1505
517
PG
11.4
5.6
1250
600
534.
9052
8-1
736
5118
615
053
17P
G5.
811
.212
5010
8010
69.8
1056
-17
3651
187
1505
417
EG
11.5
5.5
1300
600
546.
3675
36-1
736
5118
815
051
17.4
EG
10.8
6.6
1300
600
655.
6410
432
-17.
436
50.6
189
1505
216
.7P
G5.
910
.812
5012
2510
31.6
0304
-16.
736
51.3
190
1505
017
EG
10.8
6.2
1300
600
615.
9052
224
-17
3651
191
1504
817
PG
611
1250
1130
1050
.706
8-1
736
5119
215
045
16.8
PG
5.8
1112
5010
5010
50.7
068
-16.
836
51.2
193
1504
215
.8P
G5.
810
1250
900
955.
188
-15.
836
52.2
194
1404
317
.3P
G6
11.3
1250
1060
1079
.362
44-1
7.3
3650
.719
514
035
17.3
PG
611
.312
5010
6010
79.3
6244
-17.
336
50.7
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
ENER
AL
DA
TA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Stemming
Main Charge (m)
Density (kg/m3)
Explosive ( Kg )
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e27
-29/
08/2
007
196
1507
717
.1E
G10
.56.
613
0060
065
5.64
1043
2-1
7.1
3650
.9B
ench
/Aqu
ila C
ut/B
last
ID36
70/3
670_
7S_C
ut62
_22A
ug07
197
1507
6R
D16
.3E
G10
.26.
113
0060
060
5.97
1267
2O
re/W
aste
= H
ard
Zone
Ore
198
1507
516
.3P
G10
6.3
1250
600
601.
7684
4-1
6.3
3651
.7P
atte
rn B
x S
=
m
199
1507
316
.5P
G10
6.5
1250
600
620.
8722
-16.
536
51.5
Ben
ch H
eigh
t(m)
=20
015
072
16.7
PG
10.3
6.4
1250
600
611.
3203
2-1
6.7
3651
.3H
ole
Dia
met
er(In
ch)
=20
115
071
16.6
PG
10.2
6.4
1250
600
611.
3203
2-1
6.6
3651
.4A
vg.H
ole
Dep
th(m
)=
202
1507
016
.3P
G10
6.3
1250
600
601.
7684
4-1
6.3
3651
.7W
et H
ole
=20
315
069
15.3
EG
9.3
613
0060
059
6.03
7312
-15.
336
52.7
Tota
l Hol
e=
204
1506
816
PG
9.7
6.3
1250
600
601.
7684
4-1
636
52EX
PLO
SIVE
205
1506
215
PG
8.6
6.4
1250
600
611.
3203
2-1
536
53A
mm
on N
itrat
=20
615
049
16.5
PG
10.2
6.3
1250
600
601.
7684
4-1
6.5
3651
.5P
ower
Gel
256
0 / 2
570
=
k
g20
715
044
16.5
PG
10.3
6.2
1250
600
592.
2165
6-1
6.5
3651
.5E
nerg
en 2
620
=
k
g20
815
043
16.5
EG
10.3
6.2
1300
600
615.
9052
224
-16.
536
51.5
Em
ulsi
on 5
5mm
=
c
ase
209
1503
816
.7P
G10
.76
1250
600
573.
1128
-16.
736
51.3
Prim
er 4
00gr
=21
015
037
RD
15P
G7.
77.
312
5060
069
7.28
724
Trun
k C
ord
=21
115
036
16.3
PG
10.2
6.1
1250
600
582.
6646
8-1
6.3
3651
.7D
ELA
Y21
215
031
14.4
EG
8.5
5.9
1300
600
586.
1033
568
-14.
436
53.6
Dow
n H
ole
= 1
2 m
5
00 m
s
ea
213
1502
616
PG
610
1250
1000
955.
188
-16
3652
Dow
n H
ole
=
21 m
5
00
ms
ea21
415
030
16.7
PG
610
.712
5011
5010
22.0
5116
-16.
736
51.3
Con
nect
adet
s=
15
m
25
m
s
ea
215
1503
517
.3P
G6
11.3
1250
1150
1079
.362
44-1
7.3
3650
.7C
onne
ctad
ets
= 1
5 m
4
2
ms
ea21
615
039
17.3
PG
5.8
11.5
1250
1100
1098
.466
2-1
7.3
3650
.7C
onne
ctad
ets
= 1
5 m
6
5
ms
ea21
714
326
16.8
PG
610
.812
5010
4010
31.6
0304
-16.
836
51.2
Con
nect
adet
s=
15
m
100
m
s
ea
218
1523
316
.5P
G8
8.5
1250
775
811.
9098
-16.
536
51.5
Con
nect
adet
s=
15
m
150
m
s
ea
219
1523
216
.8P
G10
.76.
112
5060
058
2.66
468
-16.
836
51.2
Con
nect
adet
s=
m
m
s
ea
220
1523
115
.8P
G9.
76.
112
5060
058
2.66
468
-15.
836
52.2
Lead
In L
ine
= 5
00 m
ro
ll22
1?
16.2
PG
106.
212
5060
059
2.21
656
-16.
236
51.8
OTH
ERS
222
1522
316
.8P
G10
6.8
1250
600
649.
5278
4-1
6.8
3651
.2N
orm
al C
olum
n C
harg
e(kg
)=
kg
223
?16
PG
106
1250
600
573.
1128
-16
3652
Cre
ss C
olum
n C
harg
e(kg
)=
kg
224
1521
516
.7P
G10
.66.
112
5060
058
2.66
468
-16.
736
51.3
Tenn
es B
last
ed (t
onne
s)=
tonn
es22
514
999
16.7
EG
10.5
6.2
1300
600
615.
9052
224
-16.
736
51.3
Pow
der F
acto
r=
kg/to
n22
615
000
16.2
EG
106.
213
0060
061
5.90
5222
4-1
6.2
3651
.8Fr
agm
enta
tion
=22
715
005
16.4
EG
106.
413
0060
063
5.77
3132
8-1
6.4
3651
.6Li
nner
=
inc
h
ea
228
1500
617
.1P
G11
6.1
1250
600
582.
6646
8-1
7.1
3650
.9S
tem
min
g M
ater
ial
=22
915
011
17.5
PG
116.
512
5060
062
0.87
22-1
7.5
3650
.5R
EMA
RK
230
1501
317
.7P
G11
6.7
1250
600
639.
9759
6-1
7.7
3650
.3W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
231
1501
217
.2P
G11
6.2
1250
600
592.
2165
6-1
7.2
3650
.8B
last
er P
erso
nal
=23
715
230
16.2
EG
88.
213
0085
081
4.58
4326
4-1
6.2
3651
.8B
last
er R
epor
ter
=23
8?
15.8
EG
96.
813
0066
067
5.50
8953
6-1
5.8
3652
.2N
OTE
239
1522
216
EG
8.3
7.7
1300
700
764.
9145
504
-16
3652
Bla
stin
g Ti
me
:24
015
217
16.8
EG
79.
813
0095
097
3.52
7609
6-1
6.8
3651
.224
115
214
17.2
EG
710
.213
0011
0010
13.2
6343
-17.
236
50.8
242
A17
.4E
G7
10.4
1300
1100
1033
.131
341
-17.
436
50.6
243
B17
.5E
G6.
511
1300
1150
1092
.735
072
-17.
536
50.5
244
C17
.7E
G6
11.7
1300
1300
1162
.272
758
-17.
736
50.3
245
D17
.5E
G6
11.5
1300
1250
1142
.404
848
-17.
536
50.5
246
1522
617
.3E
G7
10.3
1300
1000
1023
.197
386
-17.
336
50.7
247
1522
117
.8E
G7
10.8
1300
1200
1072
.867
162
-17.
836
50.2
248
?16
.9E
G5.
511
.413
0013
0011
32.4
7089
3-1
6.9
3651
.124
915
213
17.1
EG
710
.113
0090
010
03.3
2947
5-1
7.1
3650
.925
0?
17.2
EG
6.5
10.7
1300
1200
1062
.933
206
-17.
236
50.8
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
ENER
AL
DA
TA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Stemming
Main Charge (m)
Density (kg/m3)
Explosive ( Kg )
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e30
-Aug
-07
251
?16
.8E
G6.
510
.313
0012
0010
23.1
9738
6-1
6.8
3651
.2B
ench
/Aqu
ila C
ut/B
last
ID36
70/3
670_
7S_C
ut62
_22A
ug07
252
1462
617
.7E
G6.
511
.213
0011
7011
12.6
0298
2-1
7.7
3650
.3O
re/W
aste
= H
ard
Zone
Ore
253
1562
517
.4E
G6.
510
.913
0012
0010
82.8
0111
7-1
7.4
3650
.6P
atte
rn B
x S
=
m
254
1439
316
.4P
G6
10.4
1250
1200
993.
3955
2-1
6.4
3651
.6B
ench
Hei
ght(m
)=
255
1438
415
.4P
G6
9.4
1250
980
897.
8767
2-1
5.4
3652
.6H
ole
Dia
met
er(In
ch)
=25
615
074
16.4
PG
6.1
10.3
1250
1100
983.
8436
4-1
6.4
3651
.6A
vg.H
ole
Dep
th(m
)=
257
1507
816
.8P
G10
.46.
412
5060
061
1.32
032
-16.
836
51.2
Wet
Hol
e=
258
1506
716
.6P
G10
.66
1250
600
573.
1128
-16.
636
51.4
Tota
l Hol
e=
259
1506
616
.7P
G10
.46.
312
5060
060
1.76
844
-16.
736
51.3
EXPL
OSI
VE26
015
065
17P
G10
.66.
412
5060
061
1.32
032
-17
3651
Am
mon
Nitr
at=
261
1506
417
PG
116
1250
600
573.
1128
-17
3651
Pow
er G
el 2
560
/ 257
0=
kg
262
1506
316
.6P
G10
.36.
312
5060
060
1.76
844
-16.
636
51.4
Ene
rgen
262
0=
kg
263
1502
916
.9P
G10
.76.
212
5060
059
2.21
656
-16.
936
51.1
Em
ulsi
on 5
5mm
=
c
ase
264
1502
816
.1P
G10
6.1
1250
600
582.
6646
8-1
6.1
3651
.9P
rimer
400
gr=
265
1502
717
.2P
G11
6.2
1250
600
592.
2165
6-1
7.2
3650
.8Tr
unk
Cor
d=
DEL
AY
Dow
n H
ole
= 1
2 m
5
00 m
s
ea
Dow
n H
ole
=
21 m
5
00
ms
eaC
onne
ctad
ets
= 1
5 m
2
5
ms
eaC
onne
ctad
ets
= 1
5 m
4
2
ms
eaC
onne
ctad
ets
= 1
5 m
6
5
ms
eaC
onne
ctad
ets
= 1
5 m
10
0
ms
eaC
onne
ctad
ets
= 1
5 m
1
50
ms
eaC
onne
ctad
ets
=
m
ms
eaLe
ad In
Lin
e=
500
m
roll
OTH
ERS
Nor
mal
Col
umn
Cha
rge(
kg)
=
k
gC
ress
Col
umn
Cha
rge(
kg)
=
k
gTe
nnes
Bla
sted
(ton
nes)
=
to
nnes
Pow
der F
acto
r=
kg/to
nFr
agm
enta
tion
=Li
nner
=
inc
h
ea
Ste
mm
ing
Mat
eria
l=
REM
AR
KW
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
Bla
ster
Per
sona
l=
Bla
ster
Rep
orte
r=
NO
TEB
last
ing
Tim
e :
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Orica Explosive (Kg)
Explosive EG/PG
Stemming
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e30
-Aug
-07
115
079
14.8
975
EG
68.
813
0087
4.18
8057
6-1
4.80
3653
.20
Ben
ch /A
quila
Cut
/Bla
st ID
3670
/367
0_7S
_Cut
66_3
0Aug
072
1508
014
.67
8.42
14.7
950
EG
68.
713
0086
4.25
4102
4-6
.28
3661
.72
Ore
/Was
te=
Har
d Zo
ne O
re
3
1508
115
.39
15.5
915
.297
5E
G6
9.2
1300
913.
9238
784
0.39
3668
.39
Pat
tern
B x
S=
6
.5 x
7
m4
1508
215
.197
5E
G6
9.1
1300
903.
9899
232
-15.
1036
52.9
0B
ench
Hei
ght(m
)=
155
1508
36
-612
50-5
73.1
128
0.00
3668
.00
Hol
e D
iam
eter
(Inch
)=1
2,25
615
084
6-6
1250
-573
.112
80.
0036
68.0
0A
vg.H
ole
Dep
th(m
)=1
7.02
715
085
6-6
1250
-573
.112
80.
0036
68.0
0W
et H
ole
=8
1508
66
-612
50-5
73.1
128
0.00
3668
.00
Tota
l Hol
e25
99
1508
76
-612
50-5
73.1
128
0.00
3668
.00
EXPL
OSI
VE10
1508
86
-612
50-5
73.1
128
0.00
3668
.00
Am
mon
Nitr
at=
1115
089
16.5
616
.60
1712
00E
G6
1113
0010
92.7
3507
2-0
.40
3667
.60
Pow
er G
el 2
570
=105
500
kg12
1509
017
.06
17.1
617
1100
EG
611
1300
1092
.735
072
0.16
3668
.16
Ene
rgen
266
0=1
7205
0
k
g13
1509
117
.06
17.3
317
1050
EG
611
1300
1092
.735
072
0.33
3668
.33
Em
ulsi
on 5
5mm
=
c
ase
1415
092
14.7
414
.76
14.2
1100
EG
68.
213
0081
4.58
4326
40.
5636
68.5
6P
rimer
400
gr=
1515
093
15.9
715
.96
17.1
1100
EG
611
.113
0011
02.6
6902
7-1
.14
3666
.86
Trun
k C
ord
=16
1509
415
.72
15.7
416
.598
0E
G6
10.5
1300
1043
.065
296
-0.7
636
67.2
4D
ELA
Y17
1509
516
.14
16.1
416
.811
00E
G6
10.8
1300
1072
.867
162
-0.6
636
67.3
4D
own
Hol
e=
12
m
500
ms
ea18
1509
616
.68
16.7
116
.75
1100
EG
610
.75
1300
1067
.900
184
-0.0
436
67.9
6D
own
Hol
e=
21
m
500
m
s 2
48
ea19
1509
717
.04
17.0
016
.312
00E
G6
10.3
1300
1023
.197
386
0.70
3668
.70
Con
nect
adet
s=
15
m
25
m
s
ea
2015
098
17.1
117
.35
1711
00E
G6
1113
0010
92.7
3507
20.
3536
68.3
5C
onne
ctad
ets
= 1
5 m
4
2
ms
ea21
1509
917
.42
17.5
117
.311
50E
G6
11.3
1300
1122
.536
938
0.21
3668
.21
Con
nect
adet
s=
15
m
65
m
s
ea
2215
100
17.4
717
.53
17.3
1180
EG
611
.313
0011
22.5
3693
80.
2336
68.2
3C
onne
ctad
ets
= 1
5 m
10
0
ms
ea23
1510
117
.45
17.5
017
1100
EG
611
1300
1092
.735
072
0.50
3668
.50
Con
nect
adet
s=
15
m
150
m
s
ea
2415
102
17.5
617
.63
17.3
1250
EG
611
.313
0011
22.5
3693
80.
3336
68.3
3C
onne
ctad
ets
=
m
ms
ea25
1510
317
.66
17.6
517
1150
EG
611
1300
1092
.735
072
0.65
3668
.65
Lead
In L
ine
= 5
00 m
6
ro
ll26
1510
417
.66
17.6
817
.111
50E
G6
11.1
1300
1102
.669
027
0.58
3668
.58
OTH
ERS
2715
105
17.6
317
.67
16.5
1050
EG
610
.513
0010
43.0
6529
61.
1736
69.1
7N
orm
al C
olum
n C
harg
e(kg
)=
11
06.9
7
kg
2815
106
17.7
017
.83
16.6
1050
EG
610
.613
0010
52.9
9925
11.
2336
69.2
3C
ress
Col
umn
Cha
rge(
kg)
=
k
g29
1510
717
.19
17.2
315
.995
0E
G6
9.9
1300
983.
4615
648
1.33
3669
.33
Tenn
es B
last
ed (t
onne
s)=
4417
68
t
onne
s30
1510
816
.58
16.6
017
.511
50E
G6
11.5
1300
1142
.404
848
-0.9
036
67.1
0P
owde
r Fac
tor
=
0.6
28
k
g/to
n31
1510
917
.34
17.3
617
.411
50E
G6
11.4
1300
1132
.470
893
-0.0
436
67.9
6Fr
agm
enta
tion
= G
ood
3215
110
17.9
817
.92
17.1
1150
EG
611
.113
0011
02.6
6902
70.
8236
68.8
2Li
nner
=
inc
h
ea
3315
111
17.6
317
.72
16.8
1010
EG
610
.813
0010
72.8
6716
20.
9236
68.9
2S
tem
min
g M
ater
ial
= G
rave
l34
1511
217
.66
17.6
616
.810
30E
G6
10.8
1300
1072
.867
162
0.86
3668
.86
REM
AR
K35
1511
317
.62
17.6
417
.212
00E
G6
11.2
1300
1112
.602
982
0.44
3668
.44
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n36
1511
417
.46
17.4
917
.212
00E
G6
11.2
1300
1112
.602
982
0.29
3668
.29
Bla
ster
Per
sona
l=
Pau
l, R
eno
3715
115
17.4
517
.49
17.3
1200
EG
611
.313
0011
22.5
3693
80.
1936
68.1
9B
last
er R
epor
ter
= P
aul M
.38
1511
617
.45
17.4
917
1100
EG
611
1300
1092
.735
072
0.49
3668
.49
NO
TE39
1511
717
.56
17.4
917
1150
EG
611
1300
1092
.735
072
0.49
3668
.49
Bla
stin
g Ti
me
:40
1511
817
.46
17.5
017
.412
00E
G6
11.4
1300
1132
.470
893
0.10
3668
.10
4115
119
17.9
317
.95
17.3
1200
EG
611
.313
0011
22.5
3693
80.
6536
68.6
542
1512
017
.89
17.9
217
.35
1200
EG
611
.35
1300
1127
.503
915
0.57
3668
.57
4315
121
16.8
816
.93
16.3
1100
EG
610
.313
0010
23.1
9738
60.
6336
68.6
344
1512
217
.86
18.3
517
.211
00E
G6
11.2
1300
1112
.602
982
1.15
3669
.15
4515
123
17.3
918
.24
17.2
1100
EG
611
.213
0011
12.6
0298
21.
0436
69.0
446
1512
417
.42
17.5
717
.05
1200
EG
611
.05
1300
1097
.702
050.
5236
68.5
247
1512
517
.83
17.8
617
.112
00E
G6
11.1
1300
1102
.669
027
0.76
3668
.76
4815
126
18.0
118
.11
17.1
1200
EG
611
.113
0011
02.6
6902
71.
0136
69.0
149
1512
717
.48
17.4
917
.211
50E
G6
11.2
1300
1112
.602
982
0.29
3668
.29
5015
128
17.3
917
.50
16.4
1200
EG
610
.413
0010
33.1
3134
11.
1036
69.1
0
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#5
GEN
ERA
L D
ATA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Orica Explosive (Kg)
Explosive EG/PG
Stemming
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e30
-Aug
-07
5115
129
17.1
017
.20
17.1
1200
EG
611
.113
0011
02.6
6902
70.
1036
68.1
0B
ench
/Aqu
ila C
ut/B
last
ID36
70/3
670_
7S_C
ut66
_30A
ug07
5215
130
17.1
017
.20
17.2
1150
EG
611
.213
0011
12.6
0298
20.
0036
68.0
0O
re/W
aste
= H
ard
Zone
Ore
5315
131
17.1
017
.26
17.1
1150
EG
611
.113
0011
02.6
6902
70.
1636
68.1
6P
atte
rn B
x S
=
m
5415
132
17.2
017
.23
17.2
1080
EG
611
.213
0011
12.6
0298
20.
0336
68.0
3B
ench
Hei
ght(m
)=
5515
133
17.7
717
.86
17.3
1150
EG
611
.313
0011
22.5
3693
80.
5636
68.5
6H
ole
Dia
met
er(In
ch)
=56
1513
417
.66
17.7
717
.211
00E
G6
11.2
1300
1112
.602
982
0.57
3668
.57
Avg
.Hol
e D
epth
(m)
=57
1513
517
.68
17.8
617
.211
50E
G6
11.2
1300
1112
.602
982
0.66
3668
.66
Wet
Hol
e=
5815
136
17.3
717
.77
17.2
1020
EG
611
.213
0011
12.6
0298
20.
5736
68.5
7To
tal H
ole
=59
1513
717
.74
17.7
717
.511
00E
G6
11.5
1300
1142
.404
848
0.27
3668
.27
EXPL
OSI
VE60
1513
817
.45
17.4
916
.811
50E
G6
10.8
1300
1072
.867
162
0.69
3668
.69
Am
mon
Nitr
at=
6115
139
16.6
816
.71
17.2
1150
EG
611
.213
0011
12.6
0298
2-0
.49
3667
.51
Pow
er G
el 2
560
/ 257
0=
kg
6215
140
17.3
517
.47
16.9
1100
EG
610
.913
0010
82.8
0111
70.
5736
68.5
7E
nerg
en 2
620
=
k
g63
1514
116
.87
16.8
917
.112
00E
G6
11.1
1300
1102
.669
027
-0.2
136
67.7
9E
mul
sion
55m
m=
cas
e64
1514
217
.02
17.1
717
.412
00P
G6
11.4
1250
1088
.914
32-0
.23
3667
.77
Prim
er 4
00gr
=65
1514
317
.06
17.1
616
.911
00E
G6
10.9
1300
1082
.801
117
0.26
3668
.26
Trun
k C
ord
=66
1514
417
.06
17.1
617
.311
80E
G6
11.3
1300
1122
.536
938
-0.1
436
67.8
6D
ELA
Y67
1514
518
.00
18.1
118
.112
50E
G6
12.1
1300
1202
.008
579
0.01
3668
.01
Dow
n H
ole
= 1
2 m
5
00 m
s
ea
6815
146
17.9
818
.11
18.3
1300
PG
612
.312
5011
74.8
8124
-0.1
936
67.8
1D
own
Hol
e=
21
m
500
m
s
ea
6915
147
17.9
818
.11
18.2
1300
PG
612
.212
5011
65.3
2936
-0.0
936
67.9
1C
onne
ctad
ets
= 1
5 m
2
5
ms
ea70
1514
816
.81
17.1
317
.611
50E
G6
11.6
1300
1152
.338
803
-0.4
736
67.5
3C
onne
ctad
ets
= 1
5 m
4
2
ms
ea71
1514
917
.12
17.1
917
.75
1200
EG
611
.75
1300
1167
.239
736
-0.5
636
67.4
4C
onne
ctad
ets
= 1
5 m
6
5
ms
ea72
1515
017
.38
17.4
317
.311
00E
G6
11.3
1300
1122
.536
938
0.13
3668
.13
Con
nect
adet
s=
15
m
100
m
s
ea
7315
151
17.3
217
.35
17.6
1200
EG
611
.613
0011
52.3
3880
3-0
.25
3667
.75
Con
nect
adet
s=
15
m
150
m
s
ea
7415
152
17.5
617
.58
17.9
1300
EG
611
.913
0011
82.1
4066
9-0
.32
3667
.68
Con
nect
adet
s=
m
m
s
ea
7515
153
17.3
117
.34
1813
00P
G6
1212
5011
46.2
256
-0.6
636
67.3
4Le
ad In
Lin
e=
500
m
roll
7615
154
17.3
117
.28
17.4
1200
PG
611
.412
5010
88.9
1432
-0.1
236
67.8
8O
THER
S77
1515
516
.97
17.0
417
.412
00P
G6
11.4
1250
1088
.914
32-0
.36
3667
.64
Nor
mal
Col
umn
Cha
rge(
kg)
=
k
g78
1515
616
.97
17.0
417
.25
1200
EG
611
.25
1300
1117
.569
96-0
.21
3667
.79
Cre
ss C
olum
n C
harg
e(kg
)=
kg
7915
157
17.4
517
.43
17.2
1150
EG
611
.213
0011
12.6
0298
20.
2336
68.2
3Te
nnes
Bla
sted
(ton
nes)
=
to
nnes
8015
158
17.5
817
.62
17.5
1200
PG
611
.512
5010
98.4
662
0.12
3668
.12
Pow
der F
acto
r=
kg/to
n81
1515
917
.98
18.1
116
.810
00E
G6
10.8
1300
1072
.867
162
1.31
3669
.31
Frag
men
tatio
n=
8215
160
18.3
518
.20
16.8
511
00E
G6
10.8
513
0010
77.8
3413
91.
3536
69.3
5Li
nner
=
inc
h
ea
8315
161
18.0
918
.20
16.9
1200
EG
610
.913
0010
82.8
0111
71.
3036
69.3
0S
tem
min
g M
ater
ial
=84
1516
217
.88
17.9
216
.513
00E
G6
10.5
1300
1043
.065
296
1.42
3669
.42
REM
AR
K85
1516
317
.44
17.9
216
.512
00E
G6
10.5
1300
1043
.065
296
1.42
3669
.42
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n86
1516
417
.63
17.6
216
.712
00E
G6
10.7
1300
1062
.933
206
0.92
3668
.92
Bla
ster
Per
sona
l=
8715
165
17.3
217
.53
17.1
1200
EG
611
.113
0011
02.6
6902
70.
4336
68.4
3B
last
er R
epor
ter
=88
1516
617
.32
17.3
717
1100
PG
611
1250
1050
.706
80.
3736
68.3
7N
OTE
8915
167
17.2
217
.62
17.8
1200
PG
611
.812
5011
27.1
2184
-0.1
836
67.8
2B
last
ing
Tim
e :
9015
168
17.2
917
.28
1711
00P
G6
1112
5010
50.7
068
0.28
3668
.28
9115
169
16.9
416
.98
17.5
1200
PG
611
.512
5010
98.4
662
-0.5
236
67.4
892
1517
016
.87
16.9
917
.512
00P
G6
11.5
1250
1098
.466
2-0
.51
3667
.49
9315
171
17.1
017
.27
17.1
1080
PG
611
.112
5010
60.2
5868
0.17
3668
.17
9415
172
17.2
917
.31
17.2
1050
PG
611
.212
5010
69.8
1056
0.11
3668
.11
9515
173
17.2
917
.31
17.4
1100
PG
611
.412
5010
88.9
1432
-0.0
936
67.9
196
1517
417
.26
17.2
917
.812
00P
G6
11.8
1250
1127
.121
84-0
.51
3667
.49
9715
175
17.0
617
.25
18.1
1300
PG
612
.112
5011
55.7
7748
-0.8
536
67.1
598
1517
617
.82
17.9
318
1200
PG
612
1250
1146
.225
6-0
.07
3667
.93
9915
177
17.8
217
.93
17.4
1100
PG
611
.412
5010
88.9
1432
0.53
3668
.53
100
1517
817
.46
17.5
717
.65
1100
PG
611
.65
1250
1112
.794
02-0
.08
3667
.92
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#5
GEN
ERA
L D
ATA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Orica Explosive (Kg)
Explosive EG/PG
Stemming
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e30
-Aug
-07
101
1517
917
.22
17.8
317
.511
50P
G6
11.5
1250
1098
.466
20.
3336
68.3
3B
ench
/Aqu
ila C
ut/B
last
ID36
70/3
670_
7S_C
ut66
_30A
ug07
102
1518
016
.90
16.9
217
.811
80P
G6
11.8
1250
1127
.121
84-0
.88
3667
.12
Ore
/Was
te=
Har
d Zo
ne O
re
10
315
181
16.7
316
.73
1812
00P
G6
1212
5011
46.2
256
-1.2
736
66.7
3P
atte
rn B
x S
=
m
104
1518
217
.15
17.1
917
.511
00P
G6
11.5
1250
1098
.466
2-0
.31
3667
.69
Ben
ch H
eigh
t(m)
=10
515
183
17.3
117
.54
17.5
1100
PG
611
.512
5010
98.4
662
0.04
3668
.04
Hol
e D
iam
eter
(Inch
)=
106
1518
416
.77
16.7
917
.812
00P
G6
11.8
1250
1127
.121
84-1
.01
3666
.99
Avg
.Hol
e D
epth
(m)
=10
715
185
16.7
216
.77
1813
00P
G6
1212
5011
46.2
256
-1.2
336
66.7
7W
et H
ole
=10
815
186
16.7
216
.77
17.8
1220
PG
611
.812
5011
27.1
2184
-1.0
336
66.9
7To
tal H
ole
=10
915
187
16.9
016
.92
1813
00P
G6
1212
5011
46.2
256
-1.0
836
66.9
2EX
PLO
SIVE
110
1518
817
.18
17.7
718
.113
00P
G6
12.1
1250
1155
.777
48-0
.33
3667
.67
Am
mon
Nitr
at=
111
1518
917
.21
17.3
018
.213
00E
G6
12.2
1300
1211
.942
534
-0.9
036
67.1
0P
ower
Gel
256
0 / 2
570
=
k
g11
215
190
17.3
417
.36
17.8
1200
EG
611
.813
0011
72.2
0671
4-0
.44
3667
.56
Ene
rgen
262
0=
kg
113
1519
116
.92
16.9
217
.813
00P
G6
11.8
1250
1127
.121
84-0
.88
3667
.12
Em
ulsi
on 5
5mm
=
c
ase
114
1519
216
.92
16.9
217
1100
PG
611
1250
1050
.706
8-0
.08
3667
.92
Prim
er 4
00gr
=11
515
193
17.3
417
.40
16.6
1100
PG
610
.612
5010
12.4
9928
0.80
3668
.80
Trun
k C
ord
=11
615
194
17.4
017
.42
1711
80P
G6
1112
5010
50.7
068
0.42
3668
.42
DEL
AY
117
1519
517
.45
17.4
417
.612
00P
G6
11.6
1250
1108
.018
08-0
.16
3667
.84
Dow
n H
ole
= 1
2 m
5
00 m
s
ea
118
1519
617
.23
17.2
617
.812
00E
G6
11.8
1300
1172
.206
714
-0.5
436
67.4
6D
own
Hol
e=
21
m
500
m
s
ea
119
1519
717
.06
17.1
618
1200
PG
612
1250
1146
.225
6-0
.84
3667
.16
Con
nect
adet
s=
15
m
25
m
s
ea
120
1519
817
.34
17.3
717
.112
00E
G6
11.1
1300
1102
.669
027
0.27
3668
.27
Con
nect
adet
s=
15
m
42
m
s
ea
121
1519
917
.22
17.2
517
.812
50P
G6
11.8
1250
1127
.121
84-0
.55
3667
.45
Con
nect
adet
s=
15
m
65
m
s
ea
122
1520
017
.43
17.5
017
.612
00P
G6
11.6
1250
1108
.018
08-0
.10
3667
.90
Con
nect
adet
s=
15
m
100
m
s
ea
123
1520
117
.61
17.6
417
.812
50E
G6
11.8
1300
1172
.206
714
-0.1
636
67.8
4C
onne
ctad
ets
= 1
5 m
1
50
ms
ea12
415
202
17.2
415
.97
17.4
1200
EG
611
.413
0011
32.4
7089
3-1
.43
3666
.57
Con
nect
adet
s=
m
m
s
ea
125
1520
317
.24
17.4
217
.612
00P
G6
11.6
1250
1108
.018
08-0
.18
3667
.82
Lead
In L
ine
= 5
00 m
ro
ll12
615
204
18.2
518
.44
17.3
1150
PG
611
.312
5010
79.3
6244
1.14
3669
.14
OTH
ERS
127
1520
517
.89
17.9
217
.412
00P
G6
11.4
1250
1088
.914
320.
5236
68.5
2N
orm
al C
olum
n C
harg
e(kg
)=
kg
128
1520
617
.35
17.4
417
.311
00P
G6
11.3
1250
1079
.362
440.
1436
68.1
4C
ress
Col
umn
Cha
rge(
kg)
=
k
g12
915
207
17.4
017
.46
17.8
1200
PG
611
.812
5011
27.1
2184
-0.3
436
67.6
6Te
nnes
Bla
sted
(ton
nes)
=
to
nnes
130
1520
817
.31
17.3
317
.412
00P
G6
11.4
1250
1088
.914
32-0
.07
3667
.93
Pow
der F
acto
r=
kg/to
n13
115
209
17.4
217
.89
16.7
511
00P
G6
10.7
512
5010
26.8
271
1.14
3669
.14
Frag
men
tatio
n=
132
1521
017
.28
17.2
816
.511
20P
G6
10.5
1250
1002
.947
40.
7836
68.7
8Li
nner
=
inc
h
ea
133
1521
117
.28
17.2
817
.112
00P
G6
11.1
1250
1060
.258
680.
1836
68.1
8S
tem
min
g M
ater
ial
=13
415
212
17.2
717
.42
1610
50P
G6
1012
5095
5.18
81.
4236
69.4
2R
EMA
RK
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
nB
last
er P
erso
nal
=B
last
er R
epor
ter
=N
OTE
Bla
stin
g Ti
me
:
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#5
GEN
ERA
L D
ATA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Orica Explosive (Kg)
Explosive EG/PG
Stemming
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e30
-Aug
-07
115
235
17.1
917
.23
16.8
1150
PG
610
.812
5010
31.6
0304
0.43
3668
.43
Ben
ch /A
quila
Cut
/Bla
st ID
3670
/367
0_7S
_Cut
68_3
0Aug
072
1523
617
.09
17.1
017
.110
50P
G6
11.1
1250
1060
.258
680.
0036
68.0
0O
re/W
aste
= H
ard
Zone
Ore
315
237
16.6
517
.56
16.7
1100
PG
610
.712
5010
22.0
5116
0.86
3668
.86
Pat
tern
B x
S=
m4
1523
816
.69
17.1
616
.210
20P
G6
10.2
1250
974.
2917
60.
9636
68.9
6B
ench
Hei
ght(m
)=
515
239
16.6
017
.12
16.6
1050
PG
610
.612
5010
12.4
9928
0.52
3668
.52
Hol
e D
iam
eter
(Inch
)=
615
240
16.7
917
.58
1711
00P
G6
1112
5010
50.7
068
0.58
3668
.58
Avg
.Hol
e D
epth
(m)
=7
1524
117
.80
17.7
818
1250
PG
612
1250
1146
.225
6-0
.22
3667
.78
Wet
Hol
e=
815
242
16.7
816
.78
16.6
1100
PG
610
.612
5010
12.4
9928
0.18
3668
.18
Tota
l Hol
e=
915
243
17.2
417
.28
16.4
1050
PG
610
.412
5099
3.39
552
0.88
3668
.88
EXPL
OSI
VE10
1524
416
.62
16.3
416
.210
30P
G6
10.2
1250
974.
2917
60.
1436
68.1
4A
mm
on N
itrat
=11
1524
516
.62
16.3
216
.198
0P
G6
10.1
1250
964.
7398
80.
2236
68.2
2P
ower
Gel
256
0 / 2
570
=
k
g12
1524
616
.62
16.6
916
.410
80P
G6
10.4
1250
993.
3955
20.
2936
68.2
9E
nerg
en 2
620
=
k
g13
1524
716
.60
17.0
017
.611
40P
G6
11.6
1250
1108
.018
08-0
.60
3667
.40
Em
ulsi
on 5
5mm
=
c
ase
1415
248
19.3
118
.45
1812
50P
G6
1212
5011
46.2
256
0.45
3668
.45
Prim
er 4
00gr
=15
1524
916
.64
16.8
717
1100
PG
611
1250
1050
.706
8-0
.13
3667
.87
Trun
k C
ord
=16
1525
016
.64
16.7
017
.311
50P
G6
11.3
1250
1079
.362
44-0
.60
3667
.40
DEL
AY
1715
251
16.6
016
.74
1711
00P
G6
1112
5010
50.7
068
-0.2
636
67.7
4D
own
Hol
e=
12
m
500
ms
ea18
1525
216
.63
16.6
616
.910
50P
G6
10.9
1250
1041
.154
92-0
.24
3667
.76
Dow
n H
ole
=
21 m
5
00
ms
ea19
1525
316
.80
16.8
017
.211
00P
G6
11.2
1250
1069
.810
56-0
.40
3667
.60
Con
nect
adet
s=
15
m
25
m
s
ea
2015
254
17.2
017
.28
16.5
1000
PG
610
.512
5010
02.9
474
0.78
3668
.78
Con
nect
adet
s=
15
m
42
m
s
ea
2115
255
17.2
116
.86
17.1
1150
EG
611
.113
0011
02.6
6902
7-0
.24
3667
.76
Con
nect
adet
s=
15
m
65
m
s
ea
2215
256
17.4
118
.50
1711
50P
G6
1112
5010
50.7
068
1.50
3669
.50
Con
nect
adet
s=
15
m
100
m
s
ea
2315
257
17.1
817
.19
1710
80P
G6
1112
5010
50.7
068
0.19
3668
.19
Con
nect
adet
s=
15
m
150
m
s
ea
2415
258
16.9
717
.10
17.1
1050
PG
611
.112
5010
60.2
5868
0.00
3668
.00
Con
nect
adet
s=
m
m
s
ea
2515
259
17.0
217
.13
1710
00P
G6
1112
5010
50.7
068
0.13
3668
.13
Lead
In L
ine
= 5
00 m
ro
ll26
1527
516
.61
16.7
017
1050
PG
611
1250
1050
.706
8-0
.30
3667
.70
OTH
ERS
2715
286
17.0
617
.07
17.3
1110
PG
611
.312
5010
79.3
6244
-0.2
336
67.7
7N
orm
al C
olum
n C
harg
e(kg
)=
kg
2815
260
16.7
516
.76
17.2
1050
PG
611
.212
5010
69.8
1056
-0.4
436
67.5
6C
ress
Col
umn
Cha
rge(
kg)
=
k
g29
1526
116
.72
16.8
017
.511
10P
G6
11.5
1250
1098
.466
2-0
.70
3667
.30
Tenn
es B
last
ed (t
onne
s)=
tonn
es30
1526
216
.66
16.6
617
.311
50P
G6
11.3
1250
1079
.362
44-0
.64
3667
.36
Pow
der F
acto
r=
kg/to
n31
1526
316
.63
16.7
317
.211
50P
G6
11.2
1250
1069
.810
56-0
.47
3667
.53
Frag
men
tatio
n=
3215
264
16.6
616
.66
1710
50P
G6
1112
5010
50.7
068
-0.3
436
67.6
6Li
nner
=
inc
h
ea
3315
265
16.6
316
.73
17.4
1100
PG
611
.412
5010
88.9
1432
-0.6
736
67.3
3S
tem
min
g M
ater
ial
=34
1526
617
.17
17.2
817
.511
50P
G6
11.5
1250
1098
.466
2-0
.22
3667
.78
REM
AR
K35
1526
717
.12
17.2
817
.511
00P
G6
11.5
1250
1098
.466
2-0
.22
3667
.78
Whe
ther
Con
ditio
n =
C
lear
/ Fo
ggy
/ Rai
n36
1526
817
.06
17.1
917
.610
80P
G6
11.6
1250
1108
.018
08-0
.41
3667
.59
Bla
ster
Per
sona
l=
3715
269
17.2
317
.19
1610
60P
G6
1012
5095
5.18
81.
1936
69.1
9B
last
er R
epor
ter
=38
1527
017
.29
17.3
415
.290
0P
G6
9.2
1250
878.
7729
62.
1436
70.1
4N
OTE
3915
271
17.2
717
.30
17.2
1180
PG
6.2
1112
5010
50.7
068
0.10
3668
.10
Bla
stin
g Ti
me
:40
1527
217
.48
17.5
317
.212
00P
G6.
211
1250
1050
.706
80.
3336
68.3
341
1527
317
.16
17.0
417
.311
80P
G6
11.3
1250
1079
.362
44-0
.26
3667
.74
4215
274
16.7
016
.84
17.4
1080
PG
611
.412
5010
88.9
1432
-0.5
636
67.4
415
275
16.6
016
.62
1710
50P
G6
1112
5010
50.7
068
-0.3
836
67.6
243
1527
616
.74
16.7
517
.511
00P
G6
11.5
1250
1098
.466
2-0
.75
3667
.25
4415
277
16.7
216
.75
17.5
1100
PG
611
.512
5010
98.4
662
-0.7
536
67.2
545
1527
816
.72
16.7
717
.411
50P
G6
11.4
1250
1088
.914
32-0
.63
3667
.37
4615
279
17.1
217
.19
17.8
1200
PG
611
.812
5011
27.1
2184
-0.6
136
67.3
947
1528
017
.06
17.1
017
.611
50P
G6
11.6
1250
1108
.018
08-0
.50
3667
.50
4815
281
17.6
417
.71
17.3
1200
PG
6.4
10.9
1250
1041
.154
920.
4136
68.4
149
1528
217
.52
17.6
216
.510
00P
G6
10.5
1250
1002
.947
41.
1236
69.1
250
1528
317
.38
17.4
017
.412
00P
G6
11.4
1250
1088
.914
320.
0036
68.0
0
GEN
ERA
L D
ATA
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#5
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Orica Explosive (Kg)
Explosive EG/PG
Stemming
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e30
-Aug
-07
5115
284
17.8
917
.95
17.3
1150
PG
611
.312
5010
79.3
6244
0.65
3668
.65
Ben
ch /A
quila
Cut
/Bla
st ID
3670
/367
0_7S
_Cut
68_3
0Aug
0752
1528
517
.76
17.8
617
.611
75P
G6
11.6
1250
1108
.018
080.
2636
68.2
6O
re/W
aste
= H
ard
Zone
Ore
5315
286
17.5
917
.62
17.3
1110
PG
6.2
11.1
1250
1060
.258
680.
3236
68.3
2P
atte
rn B
x S
=
m
5415
287
17.0
017
.28
16.8
1090
PG
5.8
1112
5010
50.7
068
0.48
3668
.48
Ben
ch H
eigh
t(m)
=55
1528
817
.16
17.1
917
1050
PG
611
1250
1050
.706
80.
1936
68.1
9H
ole
Dia
met
er(In
ch)
=56
1528
916
.84
16.8
517
.110
80P
G6
11.1
1250
1060
.258
68-0
.25
3667
.75
Avg
.Hol
e D
epth
(m)
=57
1529
016
.75
16.7
517
1070
PG
611
1250
1050
.706
8-0
.25
3667
.75
Wet
Hol
e=
5815
291
16.6
416
.83
16.8
1100
PG
610
.812
5010
31.6
0304
0.03
3668
.03
Tota
l Hol
e=
5915
292
16.7
816
.78
17.1
1150
PG
611
.112
5010
60.2
5868
-0.3
236
67.6
8EX
PLO
SIVE
6015
293
17.3
617
.43
17.8
1200
PG
611
.812
5011
27.1
2184
-0.3
736
67.6
3A
mm
on N
itrat
=61
1529
417
.60
17.6
217
.312
00P
G5.
811
.512
5010
98.4
662
0.32
3668
.32
Pow
er G
el 2
560
/ 257
0=
kg
6215
295
17.5
517
.32
1712
00P
G6
1112
5010
50.7
068
0.32
3668
.32
Ene
rgen
262
0=
kg
6315
296
17.7
017
.50
1711
75P
G6
1112
5010
50.7
068
0.50
3668
.50
Em
ulsi
on 5
5mm
=
c
ase
6415
297
17.8
117
.86
1812
00P
G6
1212
5011
46.2
256
-0.1
436
67.8
6P
rimer
400
gr=
6515
298
17.7
917
.86
17.6
1150
PG
611
.612
5011
08.0
1808
0.26
3668
.26
Trun
k C
ord
=66
1529
917
.52
17.5
417
.511
80P
G6
11.5
1250
1098
.466
20.
0436
68.0
4D
ELA
Y67
1530
017
.10
17.1
516
.910
60P
G6
10.9
1250
1041
.154
920.
2536
68.2
5D
own
Hol
e=
12
m
500
ms
ea68
1530
117
.54
17.7
717
.812
00P
G6
11.8
1250
1127
.121
84-0
.03
3667
.97
Dow
n H
ole
=
21 m
5
00
ms
ea69
1530
217
.42
17.4
317
.611
50P
G6
11.6
1250
1108
.018
08-0
.17
3667
.83
Con
nect
adet
s=
15
m
25
m
s
ea
7015
303
16.9
416
.94
17.5
1100
PG
611
.512
5010
98.4
662
-0.5
636
67.4
4C
onne
ctad
ets
= 1
5 m
4
2
ms
ea71
1530
416
.79
16.8
317
1000
PG
611
1250
1050
.706
8-0
.17
3667
.83
Con
nect
adet
s=
15
m
65
m
s
ea
7215
305
16.5
416
.58
17.3
1100
PG
611
.312
5010
79.3
6244
-0.7
236
67.2
8C
onne
ctad
ets
= 1
5 m
10
0
ms
ea73
1530
616
.76
16.8
417
1000
PG
611
1250
1050
.706
8-0
.16
3667
.84
Con
nect
adet
s=
15
m
150
m
s
ea
7415
307
17.3
617
.43
16.9
1100
PG
610
.912
5010
41.1
5492
0.53
3668
.53
Con
nect
adet
s=
m
m
s
ea
7515
308
17.5
719
.42
17.6
1200
PG
611
.612
5011
08.0
1808
1.82
3669
.82
Lead
In L
ine
= 5
00 m
ro
ll76
1530
917
.63
17.7
117
.512
00P
G6
11.5
1250
1098
.466
20.
2136
68.2
1O
THER
S77
1531
017
.21
17.1
017
1200
PG
611
1250
1050
.706
80.
1036
68.1
0N
orm
al C
olum
n C
harg
e(kg
)=
kg
7815
311
17.5
117
.47
17.4
1100
PG
611
.412
5010
88.9
1432
0.07
3668
.07
Cre
ss C
olum
n C
harg
e(kg
)=
kg
7915
312
17.3
217
.30
17.2
1200
PG
611
.212
5010
69.8
1056
0.10
3668
.10
Tenn
es B
last
ed (t
onne
s)=
tonn
es80
1531
317
.51
17.5
317
.112
00P
G6
11.1
1250
1060
.258
680.
4336
68.4
3P
owde
r Fac
tor
=
kg
/ton
8115
314
17.3
617
.43
1711
00P
G6
1112
5010
50.7
068
0.43
3668
.43
Frag
men
tatio
n=
8215
315
17.2
517
.28
16.7
1050
PG
610
.712
5010
22.0
5116
0.58
3668
.58
Linn
er=
i
nch
e
a83
1531
616
.77
16.8
117
.211
20P
G6
11.2
1250
1069
.810
56-0
.39
3667
.61
Ste
mm
ing
Mat
eria
l=
8415
317
16.3
816
.58
17.3
1040
PG
611
.312
5010
79.3
6244
-0.7
236
67.2
8R
EMA
RK
8515
318
16.2
216
.27
16.9
1000
PG
610
.912
5010
41.1
5492
-0.6
336
67.3
7W
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
8615
319
16.1
616
.24
15.9
900
PG
69.
912
5094
5.63
612
0.34
3668
.34
Bla
ster
Per
sona
l=
8715
320
15.8
615
.89
15.2
985
PG
69.
212
5087
8.77
296
0.69
3668
.69
Bla
ster
Rep
orte
r=
8815
321
16.2
316
.26
16.1
1060
PG
610
.112
5096
4.73
988
0.16
3668
.16
NO
TE89
1532
216
.39
16.4
615
.110
00P
G6
9.1
1250
869.
2210
81.
3636
69.3
6B
last
ing
Tim
e :
9015
323
16.7
716
.86
1596
0P
G6
912
5085
9.66
921.
8636
69.8
691
1532
416
.95
17.2
817
.313
00P
G6
11.3
1250
1079
.362
44-0
.02
3667
.98
9215
325
16.8
818
.50
1712
00P
G6
1112
5010
50.7
068
1.50
3669
.50
9315
326
16.4
616
.51
1711
30P
G6
1112
5010
50.7
068
-0.4
936
67.5
194
1532
716
.32
16.3
617
.512
00E
G6
11.5
1300
1142
.404
848
-1.1
436
66.8
695
1532
816
.04
16.0
417
.411
50E
G6
11.4
1300
1132
.470
893
-1.3
636
66.6
496
1532
915
.79
15.7
916
.812
00E
G6
10.8
1300
1072
.867
162
-1.0
136
66.9
997
1533
015
.63
15.6
817
.512
50E
G6
11.5
1300
1142
.404
848
-1.8
236
66.1
898
1533
115
.94
15.9
517
.212
00P
G6
11.2
1250
1069
.810
56-1
.25
3666
.75
9915
332
16.0
516
.06
17.1
1150
PG
611
.112
5010
60.2
5868
-1.0
436
66.9
610
015
333
15.7
515
.77
14.7
870
PG
5.8
8.9
1250
850.
1173
21.
0736
69.0
7
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#5
GEN
ERA
L D
ATA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Orica Explosive (Kg)
Explosive EG/PG
Stemming
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e30
-Aug
-07
101
1533
415
.09
15.1
215
.210
00P
G6
9.2
1250
878.
7729
6-0
.08
3667
.92
Ben
ch /A
quila
Cut
/Bla
st ID
3670
/367
0_7S
_Cut
68_3
0Aug
0710
215
335
15.4
115
.43
17.6
1200
PG
611
.612
5011
08.0
1808
-2.1
736
65.8
3O
re/W
aste
= H
ard
Zone
Ore
103
1533
615
.57
15.5
917
.510
50P
G6
11.5
1250
1098
.466
2-1
.91
3666
.09
Pat
tern
B x
S=
m10
415
337
15.6
315
.64
1711
00P
G6
1112
5010
50.7
068
-1.3
636
66.6
4B
ench
Hei
ght(m
)=
105
1533
816
.16
16.1
917
.811
20P
G6
11.8
1250
1127
.121
84-1
.61
3666
.39
Hol
e D
iam
eter
(Inch
)=
106
1533
916
.01
16.0
416
.110
50P
G6
10.1
1250
964.
7398
8-0
.06
3667
.94
Avg
.Hol
e D
epth
(m)
=10
715
340
15.5
115
.60
16.1
1100
PG
610
.112
5096
4.73
988
-0.5
036
67.5
0W
et H
ole
=10
815
341
15.4
915
.49
16.2
1055
PG
610
.212
5097
4.29
176
-0.7
136
67.2
9To
tal H
ole
=10
915
342
15.0
015
.02
1610
00P
G6
1012
5095
5.18
8-0
.98
3667
.02
EXPL
OSI
VE11
015
343
14.5
514
.59
1685
0P
G6
1012
5095
5.18
8-1
.41
3666
.59
Am
mon
Nitr
at=
111
1534
414
.97
14.9
915
.690
0P
G6
9.6
1250
916.
9804
8-0
.61
3667
.39
Pow
er G
el 2
560
/ 257
0=
kg
112
1534
514
.76
14.7
916
.811
00E
G6
10.8
1300
1072
.867
162
-2.0
136
65.9
9E
nerg
en 2
620
=
k
g11
315
346
14.7
714
.80
1610
00P
G5.
810
.212
5097
4.29
176
-1.2
036
66.8
0E
mul
sion
55m
m=
cas
e11
415
347
14.1
714
.23
1698
0P
G5.
810
.212
5097
4.29
176
-1.7
736
66.2
3P
rimer
400
gr=
115
1534
813
.78
13.7
916
950
PG
610
1250
955.
188
-2.2
136
65.7
9Tr
unk
Cor
d=
116
1534
914
.19
14.2
816
.511
00P
G6
10.5
1250
1002
.947
4-2
.22
3665
.78
DEL
AY
117
1535
015
.50
15.4
315
.810
00E
G6
9.8
1300
973.
5276
096
-0.3
736
67.6
3D
own
Hol
e=
12
m
500
ms
ea11
815
351
14.6
714
.68
15.8
1000
EG
69.
813
0097
3.52
7609
6-1
.12
3666
.88
Dow
n H
ole
=
21 m
5
00
ms
ea11
915
352
14.5
716
.03
16.2
1200
EG
610
.213
0010
13.2
6343
-0.1
736
67.8
3C
onne
ctad
ets
= 1
5 m
2
5
ms
ea12
015
353
15.1
515
.29
14.4
900
PG
68.
412
5080
2.35
792
0.89
3668
.89
Con
nect
adet
s=
15
m
42
m
s
ea
121
1535
414
.44
14.5
115
950
PG
69
1250
859.
6692
-0.4
936
67.5
1C
onne
ctad
ets
= 1
5 m
6
5
ms
ea12
215
355
14.1
714
.48
15.1
960
PG
69.
112
5086
9.22
108
-0.6
236
67.3
8C
onne
ctad
ets
= 1
5 m
10
0
ms
ea12
315
275
15.1
515
.60
16.1
1250
PG
610
.112
5096
4.73
988
-0.5
036
67.5
0C
onne
ctad
ets
= 1
5 m
1
50
ms
ea12
490
235
14.1
714
.20
14.3
800
PG
68.
312
5079
2.80
604
-0.1
036
67.9
0C
onne
ctad
ets
=
m
ms
eara
ta -r
ata
=36
67.9
7Le
ad In
Lin
e=
500
m
roll
OTH
ERS
Nor
mal
Col
umn
Cha
rge(
kg)
=
k
gC
ress
Col
umn
Cha
rge(
kg)
=
k
gTe
nnes
Bla
sted
(ton
nes)
=
to
nnes
Pow
der F
acto
r=
kg/to
nFr
agm
enta
tion
=Li
nner
=
inc
h
ea
Ste
mm
ing
Mat
eria
l=
REM
AR
KW
heth
er C
ondi
tion
=
Cle
ar /
Fogg
y / R
ain
Bla
ster
Per
sona
l=
Bla
ster
Rep
orte
r=
NO
TEB
last
ing
Tim
e :
GR
ASB
ERG
PIT
- B
LAST
ING
REP
OR
T B
LAST
#5
GEN
ERA
L D
ATA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
ORICA Explosive ( Kg )
Stemming (m)
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e=1
1/09
/200
71
1535
60
1250
0B
ench
/Aqu
ila C
ut/B
last
ID=
3670
_Cut
80/ S
H.1
12
1535
717
.82
17.8
717
EG
1000
6.2
10.8
1300
1072
.867
162
-0.8
736
68.8
7O
re/W
aste
= H
ard
Zone
Ore
3
1535
80
1250
0P
atte
rn B
x S
= 6,
5 x
7
m
415
359
17.7
417
.78
17.4
EG
1150
611
.413
0011
32.4
7089
3-0
.38
3668
.38
Ben
ch H
eigh
t(m)
= 15
515
360
17.5
17.3
417
.7E
G12
556
11.7
1300
1162
.272
758
0.36
3667
.64
Hol
e D
iam
eter
(Inch
)=
12 1
/4 "
615
361
17.2
517
.19
17.2
EG
1336
5.6
11.6
1300
1152
.338
803
0.01
3667
.99
Avg
.Hol
e D
epth
(m)
= 16
,12
715
362
17.2
17.3
517
.5E
G13
926
11.5
1300
1142
.404
848
0.15
3667
.85
Wet
Hol
e=
38
1536
317
.37
17.4
617
.2E
G13
466
11.2
1300
1112
.602
982
-0.2
636
68.2
6To
tal H
ole
= 11
99
1536
417
.317
.417
.2E
G12
006
11.2
1300
1112
.602
982
-0.2
3668
.2EX
PLO
SIVE
1015
365
17.4
717
.53
17E
G10
006.
210
.813
0010
72.8
6716
2-0
.53
3668
.53
Am
mon
Nitr
at=
-11
1536
617
.56
17.6
216
.9E
G11
006
10.9
1300
1082
.801
117
-0.7
236
68.7
2P
ower
Gel
257
0=
3190
kg
1215
367
17.5
117
16.5
EG
1000
610
.513
0010
43.0
6529
6-0
.536
68.5
Ene
rgen
262
0=
117.
338
kg
1315
368
17.6
317
.65
17.2
EG
1200
611
.213
0011
12.6
0298
2-0
.45
3668
.45
Em
ulsi
on 5
5mm
=
c
ase
1415
369
012
500
Pen
tex
450
= 11
9
e
a15
1537
017
.01
16.9
816
.4E
G12
986
10.4
1300
1033
.131
341
-0.5
836
68.5
8Tr
unk
Cor
dG
as b
ag=
-
ea
1615
371
17.3
17.2
517
.5E
G14
006
11.5
1300
1142
.404
848
0.25
3667
.75
DEL
AY
1715
372
17.8
217
.85
17.5
EG
1293
611
.513
0011
42.4
0484
8-0
.35
3668
.35
Dow
n H
ole
I - k
on=
20
m
500
ms
119
ea
1815
373
012
500
Dow
n H
ole
=
21 m
5
00
ms
119
ea
1915
374
17.6
417
.74
012
500
Con
nect
adet
s=
15
m
25
m
s -
e
a20
1537
517
.36
17.4
217
.4E
G12
005.
811
.613
0011
52.3
3880
3-0
.02
3668
.02
Con
nect
adet
s=
15
m
42
m
s
ea
2115
376
17.6
117
.51
17.6
EG
1200
5.8
11.8
1300
1172
.206
714
0.09
3667
.91
Con
nect
adet
s=
15
m
65
m
s
ea
2215
377
17.6
417
.67
17.4
EG
1400
5.8
11.6
1300
1152
.338
803
-0.2
736
68.2
7C
onne
ctad
ets
= 1
5 m
10
0
ms
ea23
1537
817
.47
17.5
517
.4E
G12
005.
811
.613
0011
52.3
3880
3-0
.15
3668
.15
Con
nect
adet
s=
15
m
150
m
s
ea
2415
379
17.7
317
.75
17.2
EG
1050
6.2
1113
0010
92.7
3507
2-0
.55
3668
.55
Con
nect
adet
s=
m
m
s
ea
2515
380
17.6
918
.418
.4E
G14
005.
812
.613
0012
51.6
7835
50
3668
Lead
In L
ine
Har
ness
= 5
00 m
3
roll
2615
381
17.8
217
.02
17E
G14
416
1113
0010
92.7
3507
2-0
.02
3668
.02
OTH
ERS
2715
382
17.6
117
.65
012
500
Nor
mal
Col
umn
Cha
rge(
kg)
= 11
00 -
1400
kg28
1538
317
.217
.01
17.3
EG
1290
611
.313
0011
22.5
3693
80.
2936
67.7
1C
ress
Col
umn
Cha
rge(
kg)
= -
k
g29
1538
416
.98
16.7
17E
G12
806
1113
0010
92.7
3507
20.
336
67.7
Tonn
es B
last
ed (t
onne
s)=
215.
152
tonn
es30
1538
517
.42
16.6
416
.2E
G12
886
10.2
1300
1013
.263
43-0
.44
3668
.44
Pow
der F
acto
r=
0,56
kg/
ton
3115
386
17.5
617
.517
.6E
G13
906
11.6
1300
1152
.338
803
0.1
3667
.9Fr
agm
enta
tion
= B
agus
3215
387
17.8
517
.87
18E
G13
206
1213
0011
92.0
7462
40.
1336
67.8
7Li
nner
=
inc
h
ea
3315
388
17.6
817
.717
.6E
G13
656
11.6
1300
1152
.338
803
-0.1
3668
.1S
tem
min
g M
ater
ial
= G
rave
l34
1538
917
.417
.42
17.5
EG
1400
611
.513
0011
42.4
0484
80.
0836
67.9
2R
EMA
RK
3515
390
17.3
417
.38
17.4
EG
1300
611
.413
0011
32.4
7089
30.
0236
67.9
8W
heth
er C
ondi
tion
=C
lear
/ Fo
ggy
/ Rai
n36
1539
117
.29
17.3
116
.6E
G11
005.
810
.813
0010
72.8
6716
2-0
.71
3668
.71
Bla
ster
Per
sona
l=
Yat
enu,
Jib
son
3715
392
17.8
617
.96
17.7
EG
1350
611
.713
0011
62.2
7275
8-0
.26
3668
.26
Bla
ster
Rep
orte
r=
Mur
salim
3815
393
17.6
317
.64
17.5
EG
1300
611
.513
0011
42.4
0484
8-0
.14
3668
.14
NO
TE39
1539
417
.417
.44
17.2
EG
1200
5.9
11.3
1300
1122
.536
938
-0.2
436
68.2
4B
last
ing
Tim
e :
16.
30 W
IT40
1539
517
.417
.43
17.5
EG
1400
611
.513
0011
42.4
0484
80.
0736
67.9
341
1539
617
.61
17.6
417
.6E
G13
506
11.6
1300
1152
.338
803
-0.0
436
68.0
442
1539
717
.54
17.5
717
.5E
G14
506
11.5
1300
1142
.404
848
-0.0
736
68.0
743
1539
817
.31
15.8
515
.6E
G11
506
9.6
1300
953.
6596
992
-0.2
536
68.2
544
1539
917
.36
15.4
114
EG
700
68
1300
794.
7164
16-1
.41
3669
.41
4515
400
17.1
15.1
15E
G87
86
913
0089
4.05
5968
-0.1
3668
.146
1540
10
1250
047
1540
216
.98
16.7
16.2
EG
1200
610
.213
0010
13.2
6343
-0.5
3668
.548
1540
316
.59
15.7
215
.3E
G12
006
9.3
1300
923.
8578
336
-0.4
236
68.4
249
1540
416
.416
.316
.1E
G12
006
10.1
1300
1003
.329
475
-0.2
3668
.250
GEN
ERA
L D
ATA
G
RA
SBER
G P
IT -
BLA
STIN
G R
EPO
RT
BLA
ST #
6
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
ORICA Explosive ( Kg )
Stemming (m)
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e=1
2/09
/200
751
1540
517
.11
17.1
617
.4E
G12
006
11.4
1300
1132
.470
893
0.24
3667
.76
Ben
ch /A
quila
Cut
/Bla
st ID
= 36
70_C
ut80
/ SH
.11
5215
406
16.9
13.5
1O
re/W
aste
= H
ard
Zone
Ore
53
1540
717
.05
17.4
317
.6E
G12
006
11.6
1300
1152
.338
803
0.17
3667
.83
Pat
tern
B x
S=
6,5
x 7
m54
1540
817
.04
17.1
317
EG
1200
611
1300
1092
.735
072
-0.1
336
68.1
3B
ench
Hei
ght(m
)=
1555
1540
917
.22
17.2
317
.6E
G12
506
11.6
1300
1152
.338
803
0.37
3667
.63
Hol
e D
iam
eter
(Inch
)=
12 1
/4 "
5615
410
17.3
317
.85
Avg
.Hol
e D
epth
(m)
= 16
,12
5715
411
17.4
217
.44
Wet
Hol
e=
358
1541
218
.01
17.9
17.7
EG
1200
6.1
11.6
1300
1152
.338
803
-0.2
3668
.2To
tal H
ole
= 11
959
1541
317
.817
.81
17.5
EG
1200
611
.513
0011
42.4
0484
8-0
.31
3668
.31
EXPL
OSI
VE60
1541
417
.39
17.4
116
.7E
G11
006
10.7
1300
1062
.933
206
-0.7
136
68.7
1A
mm
on N
itrat
= -
6115
415
17.1
217
.49
17.2
EG
1300
5.8
11.4
1300
1132
.470
893
-0.2
936
68.2
9P
ower
Gel
257
0=
3190
kg
6215
416
16.8
216
.84
16.3
EG
1145
610
.313
0010
23.1
9738
6-0
.54
3668
.54
Ene
rgen
262
0=
117.
338
kg
6315
417
16.5
716
.58
16E
G90
06
1013
0099
3.39
552
-0.5
836
68.5
8E
mul
sion
55m
m=
cas
e64
1541
816
.44
16.9
516
.1E
G10
006
10.1
1300
1003
.329
475
-0.8
536
68.8
5P
ente
x 45
0=
119
ea
6515
419
16.6
816
.81
17E
G11
856
1113
0010
92.7
3507
20.
1936
67.8
1Tr
unk
Cor
dG
as b
ag=
-
ea
6615
420
16.6
815
.81
16.2
EG
1115
610
.213
0010
13.2
6343
0.39
3667
.61
DEL
AY
6715
421
16.3
916
.51
012
500
Dow
n H
ole
I - k
on=
20
m
500
ms
119
ea
6815
422
16.1
316
.24
16.3
EG
1000
610
.313
0010
23.1
9738
60.
0636
67.9
4D
own
Hol
e=
21
m
500
m
s 11
9 e
a69
1542
316
.115
.114
.6E
G10
006
8.6
1300
854.
3201
472
-0.5
3668
.5C
onne
ctad
ets
= 1
5 m
2
5
ms
-
ea
7015
424
15.3
15.2
15.1
EG
1000
69.
113
0090
3.98
9923
2-0
.136
68.1
Con
nect
adet
s=
15
m
42
m
s
ea
7115
425
15.8
715
.93
15.4
EG
1000
69.
413
0093
3.79
1788
8-0
.53
3668
.53
Con
nect
adet
s=
15
m
65
m
s
ea
7215
426
15.7
515
.78
16.6
EG
1150
5.9
10.7
1300
1062
.933
206
0.82
3667
.18
Con
nect
adet
s=
15
m
100
m
s
ea
7315
427
15.8
315
.81
16.2
EG
1050
5.5
10.7
1300
1062
.933
206
0.39
3667
.61
Con
nect
adet
s=
15
m
150
m
s
ea
7415
428
15.8
415
.93
15.8
EG
1000
6.2
9.6
1300
953.
6596
992
-0.1
336
68.1
3C
onne
ctad
ets
=
m
ms
ea75
1542
915
.78
15.2
115
.4E
G95
06.
19.
313
0092
3.85
7833
60.
1936
67.8
1Le
ad In
Lin
eH
arne
ss=
500
m
3
ro
ll76
1543
016
.34
16.4
616
.6E
G11
006
10.6
1300
1052
.999
251
0.14
3667
.86
OTH
ERS
7715
431
16.9
616
.54
16E
G10
005.
710
.313
0010
23.1
9738
6-0
.54
3668
.54
Nor
mal
Col
umn
Cha
rge(
kg)
= 11
00 -
1400
kg78
1543
217
.07
1717
.7E
G13
505.
612
.113
0012
02.0
0857
90.
736
67.3
Cre
ss C
olum
n C
harg
e(kg
)=
-
kg
7915
433
17.2
917
.32
16.9
EG
1250
5.6
11.3
1300
1122
.536
938
-0.4
236
68.4
2T0
nnes
Bla
sted
(ton
nes)
= 21
5.15
2
to
nnes
8015
434
17.5
117
.51
17.3
EG
1200
6.1
11.2
1300
1112
.602
982
-0.2
136
68.2
1P
owde
r Fac
tor
= 0,
56
k
g/to
n81
1543
517
.28
17.2
917
.5E
G12
006
11.5
1300
1142
.404
848
0.21
3667
.79
Frag
men
tatio
n=
Bag
us82
1543
617
.14
17.1
617
.7E
G12
506
11.7
1300
1162
.272
758
0.54
3667
.46
Linn
er=
i
nch
e
a83
1543
716
.93
16.4
916
.7E
G12
505.
611
.113
0011
02.6
6902
70.
2136
67.7
9S
tem
min
g M
ater
ial
= G
rave
l84
1543
816
.23
16.2
515
EG
780
78
1300
794.
7164
16-1
.25
3669
.25
REM
AR
K85
1543
915
.77
15.7
917
.1E
G13
006
11.1
1300
1102
.669
027
1.31
3666
.69
Whe
ther
Con
ditio
n =
Cle
ar /
Fogg
y / R
ain
8615
440
15.7
415
.75
16.2
EG
1000
610
.213
0010
13.2
6343
0.45
3667
.55
Bla
ster
Per
sona
l=
Yat
enu,
Jib
son
8715
441
15.4
515
.41
15.9
EG
1000
5.95
9.95
1300
988.
4285
424
0.49
3667
.51
Bla
ster
Rep
orte
r=
Mur
salim
8815
442
15.5
616
.27
16.3
EG
1100
5.2
11.1
1300
1102
.669
027
0.03
3667
.97
NO
TE89
1544
315
.41
15.4
715
.8E
G10
106
9.8
1300
973.
5276
096
0.33
3667
.67
Bla
stin
g Ti
me
:
9015
444
15.6
316
.22
17.5
EG
1150
611
.513
0011
42.4
0484
81.
2836
66.7
291
1544
515
.03
15.4
115
.6E
G95
06
9.6
1300
953.
6596
992
0.19
3667
.81
9215
446
15.3
615
.39
15.8
EG
1000
69.
813
0097
3.52
7609
60.
4136
67.5
993
1544
715
.46
15.4
715
.5E
G11
005.
89.
713
0096
3.59
3654
40.
0336
67.9
794
1544
815
.46
15.5
815
.6E
G10
806
9.6
1300
953.
6596
992
0.02
3667
.98
9515
449
15.4
715
.63
16.4
EG
1100
6.1
10.3
1300
1023
.197
386
0.77
3667
.23
9615
450
15.9
215
.94
15.5
PG
890
69.
512
5090
7.42
86-0
.44
3668
.44
9715
451
16.7
716
.817
.6E
G11
506
11.6
1300
1152
.338
803
0.8
3667
.298
1545
216
.96
16.9
716
.6E
G10
506
10.6
1300
1052
.999
251
-0.3
736
68.3
799
1545
317
.12
17.1
217
.3E
G14
005.
711
.613
0011
52.3
3880
30.
1836
67.8
210
015
454
16.4
816
.52
17.3
EG
1100
611
.313
0011
22.5
3693
80.
7836
67.2
2
GEN
ERA
L D
ATA
G
RA
SBER
G P
IT -
BLA
STIN
G R
EPO
RT
BLA
ST #
6
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
ORICA Explosive ( Kg )
Stemming (m)
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e=1
2/09
/200
710
115
455
16.5
815
.95
15.5
PG
1000
69.
512
5090
7.42
86-0
.45
3668
.45
Ben
ch /A
quila
Cut
/Bla
st ID
= 36
70_C
ut80
/ SH
.11
102
1545
616
.07
15.8
416
EG
1039
610
1300
993.
3955
20.
1636
67.8
4O
re/W
aste
= H
ard
Zone
Ore
10
315
457
16.1
16.2
16.2
EG
1077
610
.213
0010
13.2
6343
036
68P
atte
rn B
x S
= 6,
5 x
7
m
104
1545
815
.35
15.3
14.8
EG
997
68.
813
0087
4.18
8057
6-0
.536
68.5
Ben
ch H
eigh
t(m)
= 15
105
1545
915
.215
.23
15.2
EG
1020
6.15
9.05
1300
899.
0229
456
-0.0
336
68.0
3H
ole
Dia
met
er(In
ch)
= 12
1/4
"10
615
460
15.1
815
.21
16E
G12
005.
9810
.02
1300
995.
3823
110.
7936
67.2
1A
vg.H
ole
Dep
th(m
)=
16,1
210
715
461
14.8
615
.44
15.8
EG
1050
5.8
1013
0099
3.39
552
0.36
3667
.64
Wet
Hol
e=
310
815
462
14.5
714
.85
15.4
EG
1000
5.6
9.8
1300
973.
5276
096
0.55
3667
.45
Tota
l Hol
e=
119
109
1546
314
.97
15.0
415
.3E
G10
005.
69.
713
0096
3.59
3654
40.
2636
67.7
4EX
PLO
SIVE
110
1546
415
.29
15.3
415
.8E
G95
06
9.8
1300
973.
5276
096
0.46
3667
.54
Am
mon
Nitr
at=
-11
115
465
15.4
215
.49
15.3
EG
950
69.
313
0092
3.85
7833
6-0
.19
3668
.19
Pow
er G
el 2
570
= 31
90
k
g11
215
466
15.9
516
.04
15.7
EG
1005
69.
713
0096
3.59
3654
4-0
.34
3668
.34
Ene
rgen
262
0=
117.
338
kg
113
1546
716
.115
.315
.9E
G10
706
9.9
1300
983.
4615
648
0.6
3667
.4E
mul
sion
55m
m=
-
ca
se11
415
468
16.4
416
.45
16.6
PG
1100
5.6
1112
5010
50.7
068
0.15
3667
.85
Pen
tex
450
= 11
9
e
a11
515
469
16.3
816
.416
.3E
G11
005.
810
.513
0010
43.0
6529
6-0
.136
68.1
Trun
k C
ord
Gas
bag
= -
ea11
615
470
15.4
716
.02
15.4
EG
940
69.
413
0093
3.79
1788
8-0
.62
3668
.62
DEL
AY
117
1547
115
.17
15.2
15.6
EG
950
69.
613
0095
3.65
9699
20.
436
67.6
Dow
n H
ole
I - k
on=
20
m
500
ms
119
ea
118
1547
214
.85
15.4
315
.2E
G90
06
9.2
1300
913.
9238
784
-0.2
336
68.2
3D
own
Hol
e=
21
m
500
m
s 11
9 e
a11
915
473
14.4
114
.44
14.8
EG
900
68.
813
0087
4.18
8057
60.
3636
67.6
4C
onne
ctad
ets
= 1
5 m
2
5
ms
-
ea
120
1547
414
.58
14.2
214
EG
800
68
1300
794.
7164
16-0
.22
3668
.22
Con
nect
adet
s=
15
m
42
m
s -
e
a12
115
475
14.7
315
.49
15.3
EG
900
69.
313
0092
3.85
7833
6-0
.19
3668
.19
Con
nect
adet
s=
15
m
65
m
s -
e
a12
215
476
15.3
915
.52
15.2
EG
900
69.
213
0091
3.92
3878
4-0
.32
3668
.32
Con
nect
adet
s=
15
m
100
m
s
- e
a12
315
477
16.1
416
.27
15.8
EG
1000
69.
813
0097
3.52
7609
6-0
.47
3668
.47
Con
nect
adet
s=
15
m
150
m
s -
e
a12
415
478
16.1
16.2
15.9
EG
1000
69.
913
0098
3.46
1564
8-0
.336
68.3
Con
nect
adet
s=
-
m
-
m
s -
e
a12
515
479
1616
16E
G10
006
1013
0099
3.39
552
036
68Le
ad In
Lin
eH
arne
ss=
500
m
3
ro
ll12
615
480
1616
.04
16E
G10
006
1013
0099
3.39
552
-0.0
436
68.0
4O
THER
S12
715
481
15.8
515
.86
15.4
EG
950
69.
413
0093
3.79
1788
8-0
.46
3668
.46
Nor
mal
Col
umn
Cha
rge(
kg)
= 11
00 -
1400
kg12
815
482
14.4
915
.62
15.6
EG
950
69.
613
0095
3.65
9699
2-0
.02
3668
.02
Cre
ss C
olum
n C
harg
e(kg
)=
-
kg
129
1548
315
.17
15.5
115
.3E
G95
06
9.3
1300
923.
8578
336
-0.2
136
68.2
1T0
nnes
Bla
sted
(ton
nes)
= 21
5.15
2
to
nnes
130
Pow
der F
acto
r=
0,56
kg/
ton
131
Frag
men
tatio
n=
Bag
us13
2Li
nner
=
inc
h
ea
133
Ste
mm
ing
Mat
eria
l=
Gra
vel
134
REM
AR
K13
5W
heth
er C
ondi
tion
=C
lear
/ Fo
ggy
/ Rai
n13
6B
last
er P
erso
nal
= Y
aten
u, J
ibso
n13
7B
last
er R
epor
ter
= M
ursa
lim13
8N
OTE
139
Bla
stin
g Ti
me
:
140
141
142
143
144
145
146
147
148
149
150
GEN
ERA
L D
ATA
G
RA
SBER
G P
IT -
BLA
STIN
G R
EPO
RT
BLA
ST #
6
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Explosive ( Kg )
Stemming (m)
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e=1
4/09
/200
71
1225
217
16.9
016
EG
1144
610
1300
993.
3955
20.
9036
68.9
0B
ench
/Aqu
ila C
ut/B
last
ID=
3655
_7S
_cut
20-2
9-34
212
256
16.6
516
.67
14.5
PG
897
68.
512
5081
1.90
982.
1736
70.1
7O
re/W
aste
= H
ard
Zone
Ore
312
257
16.7
416
.78
Pat
tern
B x
S=
6,5
x 7
m4
1225
816
.23
16.2
616
.8E
G11
006
10.8
1300
1072
.867
162
-0.5
436
67.4
6B
ench
Hei
ght(m
)=
155
1225
915
.46
15.6
316
EG
1000
610
1300
993.
3955
2-0
.37
3667
.63
Hol
e D
iam
eter
(Inch
)=
12 1
/4 "
612
260
15.4
615
.98
16.5
EG
1100
610
.513
0010
43.0
6529
6-0
.52
3667
.48
Avg
.Hol
e D
epth
(m)
= 7
1226
115
.86
16.4
216
.8E
G80
09
7.8
1300
774.
8485
056
-0.3
836
67.6
2W
et H
ole
=8
1226
215
.55
15.5
916
.2P
G45
011
5.2
1250
496.
6977
6-0
.61
3667
.39
Tota
l Hol
e=
912
263
15.5
215
.53
16P
G10
606
1012
5095
5.18
8-0
.47
3667
.53
EXPL
OSI
VE10
1226
416
.64
16.8
617
.3E
G11
506
11.3
1300
1122
.536
938
-0.4
436
67.5
6A
mm
on N
itrat
=11
1226
516
.39
16.4
816
.9E
G11
686
10.9
1300
1082
.801
117
-0.4
236
67.5
8P
ower
Gel
257
0=
kg
1212
267
16.8
316
.78
16.8
PG
1108
610
.812
5010
31.6
0304
-0.0
236
67.9
8E
nerg
en 2
620
=
kg13
1227
117
EG
1100
611
1300
1092
.735
072
-17.
0036
51.0
0E
mul
sion
55m
m=
cas
e14
1227
616
.56
16.6
016
.3E
G10
246
10.3
1300
1023
.197
386
0.30
3668
.30
Pen
tex
450
=
e
a15
1227
716
.41
16.4
2Tr
unk
Cor
dG
as b
ag=
e
a16
1227
816
.22
16.2
216
PG
1000
610
1250
955.
188
0.22
3668
.22
DEL
AY
1712
279
16.2
516
.26
16.2
PG
1150
610
.212
5097
4.29
176
0.06
3668
.06
Dow
n H
ole
I - k
on=
20
m
500
ms
ea18
1228
016
.52
16.6
016
.1P
G10
606
10.1
1250
964.
7398
80.
5036
68.5
0D
own
Hol
e=
21
m
500
m
s
ea
1912
281
16.3
PG
500
115.
312
5050
6.24
964
-16.
3036
51.7
0C
onne
ctad
ets
= 1
5 m
2
5
ms
ea20
1228
216
.6P
G62
711
5.6
1250
534.
9052
8-1
6.60
3651
.40
Con
nect
adet
s=
15
m
42
m
s
ea
2112
283
16P
G11
206
1012
5095
5.18
8-1
6.00
3652
.00
Con
nect
adet
s=
15
m
65
m
s
ea
2212
284
16.5
516
.59
16.4
PG
1200
610
.412
5099
3.39
552
0.19
3668
.19
Con
nect
adet
s=
15
m
100
m
s
ea
2312
285
16.5
216
.63
16.6
PG
1120
610
.612
5010
12.4
9928
0.03
3668
.03
Con
nect
adet
s=
15
m
150
m
s
ea
2412
286
16.5
316
.60
16.1
PG
1026
610
.112
5096
4.73
988
0.50
3668
.50
Con
nect
adet
s=
m
m
s
ea
2512
287
14P
G50
07
712
5066
8.63
16-1
4.00
3654
.00
Lead
In L
ine
Har
ness
= 5
00 m
ro
ll26
1229
716
.71
16.7
416
.7P
G11
286
10.7
1250
1022
.051
160.
0436
68.0
4O
THER
S27
1229
816
.11
16.1
216
EG
1000
610
1300
993.
3955
20.
1236
68.1
2N
orm
al C
olum
n C
harg
e(kg
)=
kg
2812
299
16.5
16.5
516
.3P
G11
506
10.3
1250
983.
8436
40.
2536
68.2
5C
ress
Col
umn
Cha
rge(
kg)
=
k
g29
1230
016
.85
16.9
016
.5P
G11
506
10.5
1250
1002
.947
40.
4036
68.4
0T0
nnes
Bla
sted
(ton
nes)
=
t
onne
s30
1230
117
.01
17.3
216
.9P
G60
010
6.9
1250
659.
0797
20.
4236
68.4
2P
owde
r Fac
tor
=
kg/to
n31
1230
217
.01
17.0
016
.6P
G72
09
7.6
1250
725.
9428
80.
4036
68.4
0Fr
agm
enta
tion
= B
agus
3212
303
16.4
316
.21
17P
G65
011
612
5057
3.11
28-0
.79
3667
.21
Linn
er=
i
nch
e
a33
1230
417
.47
17.5
417
PG
1030
611
1250
1050
.706
80.
5436
68.5
4S
tem
min
g M
ater
ial
= G
rave
l34
1230
516
.816
.83
16.6
PG
1110
610
.612
5010
12.4
9928
0.23
3668
.23
REM
AR
K35
1230
616
.46
16.5
216
.3P
G10
006
10.3
1250
983.
8436
40.
2236
68.2
2W
heth
er C
ondi
tion
=C
lear
/ Fo
ggy
/ Rai
n36
1230
716
.63
16.6
916
.4E
G10
506
10.4
1300
1033
.131
341
0.29
3668
.29
Bla
ster
Per
sona
l=
Yat
enu,
Dau
d, T
okan
3712
308
16.6
716
.73
16.7
PG
997
610
.712
5010
22.0
5116
0.03
3668
.03
Bla
ster
Rep
orte
r=
Mur
salim
3812
319
16.7
916
.81
16.5
PG
1014
610
.512
5010
02.9
474
0.31
3668
.31
NO
TE39
1232
016
.54
16.6
216
.1E
G10
046
10.1
1300
1003
.329
475
0.52
3668
.52
Bla
stin
g Ti
me
:
4012
321
16.3
916
.41
16P
G98
06
1012
5095
5.18
80.
4136
68.4
141
1232
216
.51
16.5
516
.7P
G10
206
10.7
1250
1022
.051
16-0
.15
3667
.85
4212
323
17.1
616
.94
16P
G65
09
712
5066
8.63
160.
9436
68.9
443
1232
416
.21
16.4
316
.3P
G10
306
10.3
1250
983.
8436
40.
1336
68.1
344
1232
515
.95
15.9
315
.5P
G53
010
5.5
1250
525.
3534
0.43
3668
.43
4512
326
16.4
416
.67
16P
G11
206
1012
5095
5.18
80.
6736
68.6
746
1232
716
.05
16.2
216
PG
1170
610
1250
955.
188
0.22
3668
.22
4712
328
16.2
516
.26
15.8
PG
970
69.
812
5093
6.08
424
0.46
3668
.46
4812
329
16.6
216
.65
17E
G11
006
1113
0010
92.7
3507
2-0
.35
3667
.65
4912
330
16.7
316
.78
17P
G10
116
1112
5010
50.7
068
-0.2
236
67.7
850
1233
115
.95
15.7
015
.2P
G90
86
9.2
1250
878.
7729
60.
5036
68.5
0
GEN
ERA
L D
ATA
G
RA
SBER
G P
IT -
BLA
STIN
G R
EPO
RT
BLA
ST #
7
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Explosive ( Kg )
Stemming (m)
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e=1
4/09
/200
751
1234
016
.97
16.7
916
.7P
G12
006
10.7
1250
1022
.051
160.
0936
68.0
9B
ench
/Aqu
ila C
ut/B
last
ID=
5212
341
16.7
816
.79
16.5
PG
1000
5.6
10.9
1250
1041
.154
920.
2936
68.2
9O
re/W
aste
= H
ard
Zone
Ore
5312
342
17.0
117
.10
16.5
PG
1200
610
.512
5010
02.9
474
0.60
3668
.60
Pat
tern
B x
S=
6,5
x 7
m54
1234
316
.95
17.0
416
.9P
G11
706
10.9
1250
1041
.154
920.
1436
68.1
4B
ench
Hei
ght(m
)=
1555
1234
416
.73
17.1
316
.5P
G11
206
10.5
1250
1002
.947
40.
6336
68.6
3H
ole
Dia
met
er(In
ch)
= 12
1/4
"56
1234
516
.15
16.1
715
.5P
G95
06
9.5
1250
907.
4286
0.67
3668
.67
Avg
.Hol
e D
epth
(m)
= 57
1234
615
.81
15.8
515
.8P
G55
010
5.8
1250
554.
0090
40.
0536
68.0
5W
et H
ole
=58
1234
715
.98
15.7
615
.6P
G53
010
5.6
1250
534.
9052
80.
1636
68.1
6To
tal H
ole
= 59
1234
816
.45
16.5
116
.8P
G10
606
10.8
1250
1031
.603
04-0
.29
3667
.71
EXPL
OSI
VE60
1234
916
.28
16.3
416
PG
990
610
1250
955.
188
0.34
3668
.34
Am
mon
Nitr
at=
6112
350
16.3
516
.39
15.9
PG
990
69.
912
5094
5.63
612
0.49
3668
.49
Pow
er G
el 2
570
=
k
g62
1235
116
.85
16.8
615
.2P
G86
76
9.2
1250
878.
7729
61.
6636
69.6
6E
nerg
en 2
620
=
kg63
1235
216
.92
16.9
516
.5P
G10
006.
310
.212
5097
4.29
176
0.45
3668
.45
Em
ulsi
on 5
5mm
=
c
ase
6412
360
16.2
716
.29
16.6
PG
1050
6.1
10.5
1250
1002
.947
4-0
.31
3667
.69
Pen
tex
450
=
e
a65
1236
116
.88
16.9
516
.6P
G11
136
10.6
1250
1012
.499
280.
3536
68.3
5Tr
unk
Cor
dG
as b
ag=
e
a66
1236
216
.88
16.9
517
.3P
G11
606
11.3
1250
1079
.362
44-0
.35
3667
.65
DEL
AY
6712
363
16.6
916
.70
16.2
PG
1000
610
.212
5097
4.29
176
0.50
3668
.50
Dow
n H
ole
I - k
on=
20
m
500
ms
ea68
1236
416
.45
16.4
616
PG
950
610
1250
955.
188
0.46
3668
.46
Dow
n H
ole
=
21 m
5
00
ms
ea69
1236
616
.58
16.5
216
.3P
G10
406
10.3
1250
983.
8436
40.
2236
68.2
2C
onne
ctad
ets
= 1
5 m
2
5
ms
ea70
1236
716
.516
.55
16.1
PG
1000
610
.112
5096
4.73
988
0.45
3668
.45
Con
nect
adet
s=
15
m
42
m
s
ea
7112
368
15.8
115
.83
16P
G11
106
1012
5095
5.18
8-0
.17
3667
.83
Con
nect
adet
s=
15
m
65
m
s
ea
7212
369
16.7
916
.95
16.4
PG
1120
610
.412
5099
3.39
552
0.55
3668
.55
Con
nect
adet
s=
15
m
100
m
s
ea
7312
370
16.7
316
.86
15.9
PG
794
69.
912
5094
5.63
612
0.96
3668
.96
Con
nect
adet
s=
15
m
150
m
s
ea
7412
375
16.1
316
.16
16.6
PG
1000
5.8
10.8
1250
1031
.603
04-0
.44
3667
.56
Con
nect
adet
s=
m
m
s
ea
7512
376
15.9
215
.94
16.5
PG
1106
610
.512
5010
02.9
474
-0.5
636
67.4
4Le
ad In
Lin
eH
arne
ss=
500
m
roll
7612
377
15.7
216
.04
15.4
PG
1078
69.
412
5089
7.87
672
0.64
3668
.64
OTH
ERS
7712
378
16.3
716
.43
15.5
PG
910
69.
512
5090
7.42
860.
9336
68.9
3N
orm
al C
olum
n C
harg
e(kg
)=
kg
7812
379
16.1
916
.28
16P
G10
306
1012
5095
5.18
80.
2836
68.2
8C
ress
Col
umn
Cha
rge(
kg)
=
k
g79
1238
016
.14
16.4
616
PG
1155
610
1250
955.
188
0.46
3668
.46
T0nn
es B
last
ed (t
onne
s)=
ton
nes
8012
381
15.8
115
.84
15.2
PG
1185
69.
212
5087
8.77
296
0.64
3668
.64
Pow
der F
acto
r=
kg
/ton
8112
382
15.7
315
.84
15.6
PG
1040
69.
612
5091
6.98
048
0.24
3668
.24
Frag
men
tatio
n=
Bag
us82
1238
315
.615
.64
16P
G83
36
1012
5095
5.18
8-0
.36
3667
.64
Linn
er=
i
nch
e
a83
1238
415
.68
15.7
015
.4P
G11
336
9.4
1250
897.
8767
20.
3036
68.3
0S
tem
min
g M
ater
ial
= G
rave
l84
1238
515
.96
15.9
817
PG
1172
611
1250
1050
.706
8-1
.02
3666
.98
REM
AR
K85
1238
616
.17
16.2
017
PG
900
5.5
11.5
1250
1098
.466
2-0
.80
3667
.20
Whe
ther
Con
ditio
n =
Cle
ar /
Fogg
y / R
ain
8612
387
16.1
315
.71
16P
G52
010
612
5057
3.11
28-0
.29
3667
.71
Bla
ster
Per
sona
l=
Yat
enu,
Dau
d, T
okan
8712
388
15.8
815
.31
17.5
PG
1200
611
.512
5010
98.4
662
-2.1
936
65.8
1B
last
er R
epor
ter
= M
ursa
lim88
1238
915
.71
15.9
716
PG
1050
610
1250
955.
188
-0.0
336
67.9
7N
OTE
8912
390
15.5
515
.79
15.3
PG
1040
69.
312
5088
8.32
484
0.49
3668
.49
Bla
stin
g Ti
me
:
9012
391
15.5
515
.79
15P
G72
47
812
5076
4.15
040.
7936
68.7
991
1239
315
.65
15.9
716
PG
1030
610
1250
955.
188
-0.0
336
67.9
792
1239
415
.79
16.1
116
.15
PG
1100
610
.15
1250
969.
5158
2-0
.04
3667
.96
9312
395
15.7
816
.01
17.2
PG
1280
611
.212
5010
69.8
1056
-1.1
936
66.8
194
1239
616
.02
16.3
516
PG
1070
610
1250
955.
188
0.35
3668
.35
9512
397
15.6
415
.65
15.7
PG
1000
69.
712
5092
6.53
236
-0.0
536
67.9
596
1239
815
.64
15.6
615
.5P
G10
806
9.5
1250
907.
4286
0.16
3668
.16
9712
399
15.5
15.5
615
.8P
G55
010
5.8
1250
554.
0090
4-0
.24
3667
.76
9812
400
15.6
115
.87
16P
G80
06
1012
5095
5.18
8-0
.13
3667
.87
9912
401
15.4
515
.79
15.6
PG
530
96.
612
5063
0.42
408
0.19
3668
.19
100
1240
617
PG
1090
611
1250
1050
.706
8-1
7.00
3651
.00
GEN
ERA
L D
ATA
G
RA
SBER
G P
IT -
BLA
STIN
G R
EPO
RT
BLA
ST #
7
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Explosive ( Kg )
Stemming (m)
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e=1
4/09
/200
710
112
407
15.6
PG
929
69.
612
5091
6.98
048
-15.
6036
52.4
0B
ench
/Aqu
ila C
ut/B
last
ID=
102
1240
815
.4E
G90
06
9.4
1300
933.
7917
888
-15.
4036
52.6
0O
re/W
aste
= H
ard
Zone
Ore
103
1240
916
PG
980
610
1250
955.
188
-16.
0036
52.0
0P
atte
rn B
x S
= 6,
5 x
7
m
104
1241
015
.9P
G98
06
9.9
1250
945.
6361
2-1
5.90
3652
.10
Ben
ch H
eigh
t(m)
= 15
105
1241
117
.1E
G80
09
8.1
1300
804.
6503
712
-17.
1036
50.9
0H
ole
Dia
met
er(In
ch)
= 12
1/4
"10
612
412
17.5
PG
1200
611
.512
5010
98.4
662
-17.
5036
50.5
0A
vg.H
ole
Dep
th(m
)=
107
1241
417
.3P
G11
006
11.3
1250
1079
.362
44-1
7.30
3650
.70
Wet
Hol
e=
108
1241
617
PG
1100
611
1250
1050
.706
8-1
7.00
3651
.00
Tota
l Hol
e=
109
1241
717
.3P
G11
936
11.3
1250
1079
.362
44-1
7.30
3650
.70
EXPL
OSI
VE11
012
422
15.5
PG
900
69.
512
5090
7.42
86-1
5.50
3652
.50
Am
mon
Nitr
at=
111
1242
715
.5P
G92
96
9.5
1250
907.
4286
-15.
5036
52.5
0P
ower
Gel
257
0=
kg
112
1242
816
.5P
G11
726
10.5
1250
1002
.947
4-1
6.50
3651
.50
Ene
rgen
262
0=
kg
113
1242
916
.3P
G98
06
10.3
1250
983.
8436
4-1
6.30
3651
.70
Em
ulsi
on 5
5mm
=
c
ase
114
1243
016
.2E
G10
206
10.2
1300
1013
.263
43-1
6.20
3651
.80
Pen
tex
450
=
e
a11
512
431
16.7
EG
1080
610
.713
0010
62.9
3320
6-1
6.70
3651
.30
Trun
k C
ord
Gas
bag
=
ea
116
1243
216
.6E
G10
506
10.6
1300
1052
.999
251
-16.
6036
51.4
0D
ELA
Y11
712
434
16.3
EG
1020
610
.313
0010
23.1
9738
6-1
6.30
3651
.70
Dow
n H
ole
I - k
on=
20
m
500
ms
ea11
812
435
16.2
PG
1000
610
.212
5097
4.29
176
-16.
2036
51.8
0D
own
Hol
e=
21
m
500
m
s
ea
119
1243
615
.6E
G95
06
9.6
1300
953.
6596
992
-15.
6036
52.4
0C
onne
ctad
ets
= 1
5 m
2
5
ms
ea12
012
446
15P
G85
06
912
5085
9.66
92-1
5.00
3653
.00
Con
nect
adet
s=
15
m
42
m
s
ea
121
1244
716
PG
950
610
1250
955.
188
-16.
0036
52.0
0C
onne
ctad
ets
= 1
5 m
6
5
ms
ea12
212
448
16P
G90
06
1012
5095
5.18
8-1
6.00
3652
.00
Con
nect
adet
s=
15
m
100
m
s
ea
123
1244
916
.3P
G10
006
10.3
1250
983.
8436
4-1
6.30
3651
.70
Con
nect
adet
s=
15
m
150
m
s
ea
124
1245
017
.4E
G11
506
11.4
1300
1132
.470
893
-17.
4036
50.6
0C
onne
ctad
ets
=
m
ms
ea12
512
451
17.3
EG
1150
611
.313
0011
22.5
3693
8-1
7.30
3650
.70
Lead
In L
ine
Har
ness
= 5
00 m
ro
ll12
612
452
16P
G95
06
1012
5095
5.18
8-1
6.00
3652
.00
OTH
ERS
127
1245
316
.8P
G10
006
10.8
1250
1031
.603
04-1
6.80
3651
.20
Nor
mal
Col
umn
Cha
rge(
kg)
=
k
g12
812
454
17P
G11
006
1112
5010
50.7
068
-17.
0036
51.0
0C
ress
Col
umn
Cha
rge(
kg)
=
k
g12
912
455
14P
G75
06.
37.
712
5073
5.49
476
-14.
0036
54.0
0T0
nnes
Bla
sted
(ton
nes)
=
t
onne
s13
012
456
18P
G12
006
1212
5011
46.2
256
-18.
0036
50.0
0P
owde
r Fac
tor
=
kg/to
n13
112
462
16.8
PG
1000
610
.812
5010
31.6
0304
-16.
8036
51.2
0Fr
agm
enta
tion
= B
agus
132
1246
316
PG
980
610
1250
955.
188
-16.
0036
52.0
0Li
nner
=
inc
h
ea
133
1246
516
PG
1000
610
1250
955.
188
-16.
0036
52.0
0S
tem
min
g M
ater
ial
= G
rave
l13
412
466
16.5
PG
920
610
.512
5010
02.9
474
-16.
5036
51.5
0R
EMA
RK
135
1247
417
PG
1100
611
1250
1050
.706
8-1
7.00
3651
.00
Whe
ther
Con
ditio
n =
Cle
ar /
Fogg
y / R
ain
136
1247
516
.5P
G10
006
10.5
1250
1002
.947
4-1
6.50
3651
.50
Bla
ster
Per
sona
l=
Yat
enu,
Dau
d, T
okan
137
1247
617
.5P
G11
006.
111
.412
5010
88.9
1432
-17.
5036
50.5
0B
last
er R
epor
ter
= M
ursa
lim13
812
477
17.5
PG
1150
611
.512
5010
98.4
662
-17.
5036
50.5
0N
OTE
139
1247
814
.5E
G80
06
8.5
1300
844.
3861
92-1
4.50
3653
.50
Bla
stin
g Ti
me
:
140
1248
217
.5E
G11
506
11.5
1300
1142
.404
848
-17.
5036
50.5
014
112
483
16.1
14P
G70
06.
17.
912
5075
4.59
852
-14.
0036
54.0
014
212
484
15.9
PG
900
69.
912
5094
5.63
612
-15.
9036
52.1
014
312
485
15.3
5P
G90
06
9.35
1250
893.
1007
8-1
5.35
3652
.65
144
1248
614
.2P
G77
56.
28
1250
764.
1504
-14.
2036
53.8
014
512
487
15.4
PG
920
6.3
9.1
1250
869.
2210
8-1
5.40
3652
.60
146
1248
816
.2P
G80
06.
210
1250
955.
188
-16.
2036
51.8
014
712
489
14P
G70
06
812
5076
4.15
04-1
4.00
3654
.00
148
1249
015
PG
800
69
1250
859.
6692
-15.
0036
53.0
014
912
491
17P
G10
006
1112
5010
50.7
068
-17.
0036
51.0
015
012
492
17P
G11
006
1112
5010
50.7
068
-17.
0036
51.0
0
GEN
ERA
L D
ATA
G
RA
SBER
G P
IT -
BLA
STIN
G R
EPO
RT
BLA
ST #
7
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Explosive ( Kg )
Stemming (m)
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e=1
4/09
/200
715
112
555
16P
G85
57
912
5085
9.66
92-1
6.00
3652
.00
Ben
ch /A
quila
Cut
/Bla
st ID
=15
212
556
17P
G10
806
1112
5010
50.7
068
-17.
0036
51.0
0O
re/W
aste
= H
ard
Zone
Ore
153
1255
717
PG
1090
611
1250
1050
.706
8-1
7.00
3651
.00
Pat
tern
B x
S=
6,5
x 7
m15
412
558
17.5
PG
1140
611
.512
5010
98.4
662
-17.
5036
50.5
0B
ench
Hei
ght(m
)=
1515
512
559
15.4
PG
990
69.
412
5089
7.87
672
-15.
4036
52.6
0H
ole
Dia
met
er(In
ch)
= 12
1/4
"15
612
560
17.6
PG
1130
611
.612
5011
08.0
1808
-17.
6036
50.4
0A
vg.H
ole
Dep
th(m
)=
157
1256
115
.7P
G98
06
9.7
1250
926.
5323
6-1
5.70
3652
.30
Wet
Hol
e=
158
1256
217
.6P
G11
606
11.6
1250
1108
.018
08-1
7.60
3650
.40
Tota
l Hol
e=
159
1256
316
.5P
G10
506
10.5
1250
1002
.947
4-1
6.50
3651
.50
EXPL
OSI
VE16
012
564
16.8
PG
1100
610
.812
5010
31.6
0304
-16.
8036
51.2
0A
mm
on N
itrat
=16
112
565
17P
G10
606
1112
5010
50.7
068
-17.
0036
51.0
0P
ower
Gel
257
0=
kg
162
1256
617
PG
1015
611
1250
1050
.706
8-1
7.00
3651
.00
Ene
rgen
262
0=
kg
163
1256
716
.5P
G10
146
10.5
1250
1002
.947
4-1
6.50
3651
.50
Em
ulsi
on 5
5mm
=
c
ase
164
1256
816
.2P
G10
006
10.2
1250
974.
2917
6-1
6.20
3651
.80
Pen
tex
450
=
e
a16
512
569
15.1
PG
884
69.
112
5086
9.22
108
-15.
1036
52.9
0Tr
unk
Cor
dG
as b
ag=
e
a16
612
570
15P
G89
56
912
5085
9.66
92-1
5.00
3653
.00
DEL
AY
167
1257
117
.8P
G12
006
11.8
1250
1127
.121
84-1
7.80
3650
.20
Dow
n H
ole
I - k
on=
20
m
500
ms
ea16
812
572
16.5
17.8
PG
1200
611
.812
5011
27.1
2184
-17.
8036
50.2
0D
own
Hol
e=
21
m
500
m
s
ea
169
1257
316
.23
17.6
PG
1130
611
.612
5011
08.0
1808
-17.
6036
50.4
0C
onne
ctad
ets
= 1
5 m
2
5
ms
ea17
012
574
16.7
PG
1048
610
.712
5010
22.0
5116
-16.
7036
51.3
0C
onne
ctad
ets
= 1
5 m
4
2
ms
ea17
112
575
16.5
PG
1028
610
.512
5010
02.9
474
-16.
5036
51.5
0C
onne
ctad
ets
= 1
5 m
6
5
ms
ea17
212
576
17.7
EG
1200
611
.713
0011
62.2
7275
8-1
7.70
3650
.30
Con
nect
adet
s=
15
m
100
m
s
ea
173
1257
716
.517
.2P
G12
006
11.2
1250
1069
.810
56-1
7.20
3650
.80
Con
nect
adet
s=
15
m
150
m
s
ea
174
1257
817
EG
1100
611
1300
1092
.735
072
-17.
0036
51.0
0C
onne
ctad
ets
=
m
ms
ea17
512
579
17.5
EG
1150
611
.513
0011
42.4
0484
8-1
7.50
3650
.50
Lead
In L
ine
Har
ness
= 5
00 m
ro
ll17
612
580
18E
G12
506
1213
0011
92.0
7462
4-1
8.00
3650
.00
OTH
ERS
177
1258
116
.7P
G11
006
10.7
1250
1022
.051
16-1
6.70
3651
.30
Nor
mal
Col
umn
Cha
rge(
kg)
=
k
g17
812
582
17.3
PG
1200
611
.312
5010
79.3
6244
-17.
3036
50.7
0C
ress
Col
umn
Cha
rge(
kg)
=
k
g17
912
583
17.6
PG
1200
611
.612
5011
08.0
1808
-17.
6036
50.4
0T0
nnes
Bla
sted
(ton
nes)
=
t
onne
s18
012
584
17.8
PG
1200
611
.812
5011
27.1
2184
-17.
8036
50.2
0P
owde
r Fac
tor
=
kg/to
n18
112
585
16.4
816
.50
17P
G12
506
1112
5010
50.7
068
-0.5
036
67.5
0Fr
agm
enta
tion
= B
agus
182
1258
616
.65
16.8
516
.5P
G12
006
10.5
1250
1002
.947
40.
3536
68.3
5Li
nner
=
inc
h
ea
183
1258
716
.94
16.4
617
PG
1170
611
1250
1050
.706
8-0
.54
3667
.46
Ste
mm
ing
Mat
eria
l=
Gra
vel
184
1258
816
.81
16.3
216
.5P
G11
506
10.5
1250
1002
.947
4-0
.18
3667
.82
REM
AR
K18
512
589
17P
G12
006
1112
5010
50.7
068
-17.
0036
51.0
0W
heth
er C
ondi
tion
=C
lear
/ Fo
ggy
/ Rai
n18
612
590
17P
G80
06
1112
5010
50.7
068
-17.
0036
51.0
0B
last
er P
erso
nal
= Y
aten
u, D
aud,
Tok
an18
712
606
15.5
115
.62
15.6
PG
1060
69.
612
5091
6.98
048
0.02
3668
.02
Bla
ster
Rep
orte
r=
Mur
salim
188
1260
715
.41
16.0
415
.6P
G10
506
9.6
1250
916.
9804
80.
4436
68.4
4N
OTE
189
1260
815
.78
15.8
015
.4P
G10
206
9.4
1250
897.
8767
20.
4036
68.4
0B
last
ing
Tim
e :
19
012
609
16.1
16.0
516
.8P
G11
286
10.8
1250
1031
.603
04-0
.75
3667
.25
191
1261
016
.53
16.8
517
PG
1100
611
1250
1050
.706
8-0
.15
3667
.85
192
1261
116
.59
16.6
016
.7P
G80
07
9.7
1250
926.
5323
6-0
.10
3667
.90
193
1261
216
.84
16.8
417
PG
1200
611
1250
1050
.706
8-0
.16
3667
.84
194
1261
316
.84
16.8
417
PG
1200
611
1250
1050
.706
8-0
.16
3667
.84
195
1261
816
.516
.56
16.4
PG
1150
610
.412
5099
3.39
552
0.16
3668
.16
196
1261
916
.83
16.8
517
PG
1300
611
1250
1050
.706
8-0
.15
3667
.85
197
1262
016
.56
16.6
716
.7P
G11
506
10.7
1250
1022
.051
16-0
.03
3667
.97
198
1262
116
.64
16.7
017
EG
1100
611
1300
1092
.735
072
-0.3
036
67.7
019
912
622
16.1
316
.08
16.5
PG
1086
610
.512
5010
02.9
474
-0.4
236
67.5
820
012
623
15.9
716
.42
16P
G11
106
1012
5095
5.18
80.
4236
68.4
2
GEN
ERA
L D
ATA
G
RA
SBER
G P
IT -
BLA
STIN
G R
EPO
RT
BLA
ST #
7
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Explosive ( Kg )
Stemming (m)
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e=1
4/09
/200
720
112
624
15.7
815
.79
15.8
PG
960
69.
812
5093
6.08
424
-0.0
136
67.9
9B
ench
/Aqu
ila C
ut/B
last
ID=
202
1262
515
.76
15.7
915
.5P
G97
06
9.5
1250
907.
4286
0.29
3668
.29
Ore
/Was
te=
Har
d Zo
ne O
re
20
312
626
15.8
515
.91
012
500
15.9
136
83.9
1P
atte
rn B
x S
= 6,
5 x
7
m
204
1262
715
.84
15.9
315
.7P
G10
506
9.7
1250
926.
5323
60.
2336
68.2
3B
ench
Hei
ght(m
)=
1520
512
628
16.1
516
.31
16P
G11
106
1012
5095
5.18
80.
3136
68.3
1H
ole
Dia
met
er(In
ch)
= 12
1/4
"20
612
629
16.2
816
.35
15.9
PG
1059
69.
912
5094
5.63
612
0.45
3668
.45
Avg
.Hol
e D
epth
(m)
= 20
712
630
16.3
316
.35
17P
G11
806
1112
5010
50.7
068
-0.6
536
67.3
5W
et H
ole
=20
812
631
16.7
116
.70
18E
G12
506
1213
0011
92.0
7462
4-1
.30
3666
.70
Tota
l Hol
e=
209
1263
816
.5P
G11
506
10.5
1250
1002
.947
4-1
6.50
3651
.50
EXPL
OSI
VE21
012
639
15.5
PG
1000
69.
512
5090
7.42
86-1
5.50
3652
.50
Am
mon
Nitr
at=
211
1264
015
.6P
G11
806
9.6
1250
916.
9804
8-1
5.60
3652
.40
Pow
er G
el 2
570
=
k
g21
212
641
16.8
816
.89
17E
G11
006
1113
0010
92.7
3507
2-0
.11
3667
.89
Ene
rgen
262
0=
kg
213
1264
217
17.0
417
.4E
G12
006
11.4
1300
1132
.470
893
-0.3
636
67.6
4E
mul
sion
55m
m=
cas
e21
412
643
16.5
16.8
915
.9E
G95
06
9.9
1300
983.
4615
648
0.99
3668
.99
Pen
tex
450
=
e
a21
512
644
16.4
16.4
917
PG
1130
611
1250
1050
.706
8-0
.51
3667
.49
Trun
k C
ord
Gas
bag
=
ea
216
1264
516
.14
16.2
116
PG
1160
610
1250
955.
188
0.21
3668
.21
DEL
AY
217
1264
916
.25
16.3
316
.2P
G11
196
10.2
1250
974.
2917
60.
1336
68.1
3D
own
Hol
eI -
kon
= 2
0 m
5
00 m
s
ea
218
1265
016
.04
16.1
415
.7P
G12
006
9.7
1250
926.
5323
60.
4436
68.4
4D
own
Hol
e=
21
m
500
m
s
ea
219
1265
116
.54
16.5
516
.2P
G10
146
10.2
1250
974.
2917
60.
3536
68.3
5C
onne
ctad
ets
= 1
5 m
2
5
ms
ea22
012
652
17E
G11
006
1113
0010
92.7
3507
2-1
7.00
3651
.00
Con
nect
adet
s=
15
m
42
m
s
ea
221
1265
317
.08
17.2
017
EG
1100
611
1300
1092
.735
072
0.20
3668
.20
Con
nect
adet
s=
15
m
65
m
s
ea
222
1265
417
.01
17.0
316
.1P
G10
506
10.1
1250
964.
7398
80.
9336
68.9
3C
onne
ctad
ets
= 1
5 m
10
0
ms
ea22
312
655
15.8
PG
1111
69.
812
5093
6.08
424
-15.
8036
52.2
0C
onne
ctad
ets
= 1
5 m
1
50
ms
ea22
412
661
16.8
716
.76
16.8
EG
1100
610
.813
0010
72.8
6716
2-0
.04
3667
.96
Con
nect
adet
s=
m
m
s
ea
225
1266
216
.54
16.7
816
.5P
G11
506
10.5
1250
1002
.947
40.
2836
68.2
8Le
ad In
Lin
eH
arne
ss=
500
m
roll
226
1266
317
.05
17.0
317
.2P
G10
006
11.2
1250
1069
.810
56-0
.17
3667
.83
OTH
ERS
227
1266
417
.12
17.1
317
PG
1100
5.9
11.1
1250
1060
.258
680.
1336
68.1
3N
orm
al C
olum
n C
harg
e(kg
)=
kg
228
1266
517
.08
17.2
017
.5E
G12
006
11.5
1300
1142
.404
848
-0.3
036
67.7
0C
ress
Col
umn
Cha
rge(
kg)
=
k
g22
912
666
16.5
716
.62
16.1
PG
963
610
.112
5096
4.73
988
0.52
3668
.52
T0nn
es B
last
ed (t
onne
s)=
ton
nes
230
1266
716
.02
16.0
517
.5P
G11
766
11.5
1250
1098
.466
2-1
.45
3666
.55
Pow
der F
acto
r=
kg
/ton
231
1266
816
.15
16.2
016
PG
1040
610
1250
955.
188
0.20
3668
.20
Frag
men
tatio
n=
Bag
us23
212
672
15.8
415
.98
15.6
PG
1026
69.
612
5091
6.98
048
0.38
3668
.38
Linn
er=
i
nch
e
a23
312
673
16.0
116
.03
15.8
PG
1200
69.
812
5093
6.08
424
0.23
3668
.23
Ste
mm
ing
Mat
eria
l=
Gra
vel
234
1267
416
16.1
015
.3P
G11
686
9.3
1250
888.
3248
40.
8036
68.8
0R
EMA
RK
235
1267
516
.916
.90
17.3
EG
1200
611
.313
0011
22.5
3693
8-0
.40
3667
.60
Whe
ther
Con
ditio
n =
Cle
ar /
Fogg
y / R
ain
236
1267
617
.09
17.1
817
.1P
G11
326
11.1
1250
1060
.258
680.
0836
68.0
8B
last
er P
erso
nal
= Y
aten
u, D
aud,
Tok
an23
712
677
17.0
917
.18
17.4
PG
1250
611
.412
5010
88.9
1432
-0.2
236
67.7
8B
last
er R
epor
ter
= M
ursa
lim23
812
678
17.0
917
.18
17.3
EG
1200
611
.313
0011
22.5
3693
8-0
.12
3667
.88
NO
TE23
912
683
16.7
616
.65
16.4
PG
1145
610
.412
5099
3.39
552
0.25
3668
.25
Bla
stin
g Ti
me
:
240
1268
417
.44
17.4
817
.5P
G13
076
11.5
1250
1098
.466
2-0
.02
3667
.98
241
1268
517
.14
17.1
516
.5P
G10
486
10.5
1250
1002
.947
40.
6536
68.6
524
212
686
16.9
616
.98
16.8
EG
1100
610
.813
0010
72.8
6716
20.
1836
68.1
824
312
687
16.6
416
.66
16.2
EG
1000
610
.213
0010
13.2
6343
0.46
3668
.46
244
1268
815
.87
15.9
716
PG
997
610
1250
955.
188
-0.0
336
67.9
724
512
689
15.5
415
.69
15.4
PG
1056
69.
412
5089
7.87
672
0.29
3668
.29
246
1269
115
.58
15.6
215
.8P
G10
506
9.8
1250
936.
0842
4-0
.18
3667
.82
247
1269
315
.11
15.1
815
.115
.112
5014
42.3
3388
0.08
3668
.08
248
1269
415
.84
15.9
815
.3P
G10
846
9.3
1250
888.
3248
40.
6836
68.6
824
912
695
15.7
215
.98
16P
G75
76
1012
5095
5.18
8-0
.02
3667
.98
250
1269
616
.55
16.6
716
.2E
G11
006
10.2
1300
1013
.263
430.
4736
68.4
7
G
RA
SBER
G P
IT -
BLA
STIN
G R
EPO
RT
BLA
ST #
7
GEN
ERA
L D
ATA
No
Hole ID
Aquila Design Depth (m)
Aquila Actual Depth (m)
Actual Measured Depth (m)
Explosive EG / PG
Explosive ( Kg )
Stemming (m)
Main Charge (m)
Density (kg/m3)
Calculated Charged (Kg)
Depth Deviation (m)
Elevation
Dat
e=1
4/09
/200
725
112
697
16.9
318
.25
18.2
EG
1250
612
.213
0012
11.9
4253
40.
0536
68.0
5B
ench
/Aqu
ila C
ut/B
last
ID=
252
1269
817
.19
17.2
917
.3P
G12
636
11.3
1250
1079
.362
44-0
.01
3667
.99
Ore
/Was
te=
Har
d Zo
ne O
re
25
312
700
17.4
117
.44
17.6
EG
1200
611
.613
0011
52.3
3880
3-0
.16
3667
.84
Pat
tern
B x
S=
6,5
x 7
m25
412
705
17.4
17.4
417
.4P
G12
006
11.4
1250
1088
.914
320.
0436
68.0
4B
ench
Hei
ght(m
)=
1525
512
707
17.1
217
.26
17.2
PG
1200
611
.212
5010
69.8
1056
0.06
3668
.06
Hol
e D
iam
eter
(Inch
)=
12 1
/4 "
256
1270
816
.82
16.9
216
.9E
G11
006
10.9
1300
1082
.801
117
0.02
3668
.02
Avg
.Hol
e D
epth
(m)
= 25
712
709
16.1
316
.20
15.7
EG
1000
69.
713
0096
3.59
3654
40.
5036
68.5
0W
et H
ole
=25
812
710
15.6
915
.72
16.6
PG
1031
610
.612
5010
12.4
9928
-0.8
836
67.1
2To
tal H
ole
= 25
912
711
15.1
115
.40
15.9
PG
1000
69.
912
5094
5.63
612
-0.5
036
67.5
0EX
PLO
SIVE
260
1271
214
.64
14.6
414
.5P
G99
26
8.5
1250
811.
9098
0.14
3668
.14
Am
mon
Nitr
at=
261
1274
115
.04
15.0
614
.8P
G88
46
8.8
1250
840.
5654
40.
2636
68.2
6P
ower
Gel
257
0=
kg
262
1274
215
.29
15.3
016
PG
994
610
1250
955.
188
-0.7
036
67.3
0E
nerg
en 2
620
=
kg26
312
743
16.0
116
.07
16.4
EG
1000
610
.413
0010
33.1
3134
1-0
.33
3667
.67
Em
ulsi
on 5
5mm
=
c
ase
264
1274
416
.59
17.2
117
.23
EG
1200
611
.23
1300
1115
.583
169
-0.0
236
67.9
8P
ente
x 45
0=
ea
265
1274
517
.01
17.0
417
.4E
G11
506
11.4
1300
1132
.470
893
-0.3
636
67.6
4Tr
unk
Cor
dG
as b
ag=
e
a26
612
746
17.3
17.3
317
.8P
G12
406
11.8
1250
1127
.121
84-0
.47
3667
.53
DEL
AY
267
1274
717
.817
PG
1307
611
1250
1050
.706
8-1
7.00
3651
.00
Dow
n H
ole
I - k
on=
20
m
500
ms
ea26
812
750
14.7
PG
980
68.
712
5083
1.01
356
-14.
7036
53.3
0D
own
Hol
e=
21
m
500
m
s
ea
269
1275
117
.2E
G11
006
11.2
1300
1112
.602
982
-17.
2036
50.8
0C
onne
ctad
ets
= 1
5 m
2
5
ms
ea27
012
752
17.6
817
.77
17.3
EG
1200
611
.313
0011
22.5
3693
80.
4736
68.4
7C
onne
ctad
ets
= 1
5 m
4
2
ms
ea27
112
753
17.1
917
.22
1717
1250
1623
.819
60.
2236
68.2
2C
onne
ctad
ets
= 1
5 m
6
5
ms
ea27
212
754
16.8
216
.89
17.2
PG
1200
611
.212
5010
69.8
1056
-0.3
136
67.6
9C
onne
ctad
ets
= 1
5 m
10
0
ms
ea27
312
755
16.6
16.3
16.5
PG
1100
610
.512
5010
02.9
474
-0.2
036
67.8
0C
onne
ctad
ets
= 1
5 m
1
50
ms
ea27
412
757
15.1
115
.14
14.9
PG
1007
68.
912
5085
0.11
732
0.24
3668
.24
Con
nect
adet
s=
m
m
s
ea
275
1275
814
.78
14.7
915
.6P
G10
646
9.6
1250
916.
9804
8-0
.81
3667
.19
Lead
In L
ine
Har
ness
= 5
00 m
ro
ll27
612
759
14.7
414
.79
14.6
PG
940
68.
612
5082
1.46
168
0.19
3668
.19
OTH
ERS
277
1276
015
.74
15.7
916
.3P
G10
006
10.3
1250
983.
8436
4-0
.51
3667
.49
Nor
mal
Col
umn
Cha
rge(
kg)
=
k
g27
8C
ress
Col
umn
Cha
rge(
kg)
=
k
g27
9T0
nnes
Bla
sted
(ton
nes)
=
t
onne
s28
0P
owde
r Fac
tor
=
kg/to
n28
1Fr
agm
enta
tion
= B
agus
282
Linn
er=
i
nch
e
a28
3S
tem
min
g M
ater
ial
= G
rave
l28
4R
EMA
RK
285
Whe
ther
Con
ditio
n =
Cle
ar /
Fogg
y / R
ain
286
Bla
ster
Per
sona
l=
Yat
enu,
Dau
d, T
okan
287
Bla
ster
Rep
orte
r=
Mur
salim
288
NO
TE28
9B
last
ing
Tim
e :
29
029
129
229
329
429
529
629
729
829
930
0
GEN
ERA
L D
ATA
G
RA
SBER
G P
IT -
BLA
STIN
G R
EPO
RT
BLA
ST #
7