|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Splitting |
Splitting |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Tensile |
Tensile |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Strength |
Strength |
|
|
|
|
|
Borehole |
Condition Criteria |
Conclusion |
Rock |
Contact |
|
|
|
|
Monolith # |
Designation |
BT |
UT |
UR |
UC |
MT |
MR |
MC |
U |
B |
(psi) |
(psi) |
Notes |
|
|
|
15 |
45R |
|
X |
X |
|
|
|
|
1 |
|
|
|
fresh to slightly weathered
granite at contact [OTV not available] |
|
|
|
60R |
|
X |
|
|
|
X |
|
1 |
|
487 &
1111 |
|
fresh to slightly weathered granite at contact, 1st ST slightly
weathered granite (1-2" below contact), 2nd fresh granite (~1' below
contact). [OTV: narrow open fractures at or just below contact (29.8'),
5" thick fractured zone at 32.3'] |
|
|
|
75R |
X |
|
|
|
|
|
X |
|
1 |
833 |
|
APS 2" thick at contact, 1 ST on AP Rock ~1 to 2"
below contact, [OTV: concrete void at 16.5', contact (24.4') appears intact] |
|
|
|
90 |
|
X |
|
|
|
|
X |
1 |
|
|
|
APS 1/2" thick at contact - fresh granite below, [OTV:
contact (22.3') appears intact, bond probably weak] |
|
|
|
75L |
|
X |
X |
X |
|
|
|
1 |
|
|
|
APS 1"
thick, [OTV: contact-rock appears intact bond probably weak, minor concrete
voids (14.2')] |
|
|
|
60L |
|
X |
|
X |
|
|
|
1 |
|
|
|
APS very thin
(1/8 - 1/4"), [OTV: concrete voids (19.5'), fracture at contact (22.9')] |
|
|
|
45L |
|
X |
|
|
|
|
|
1 |
|
|
|
APS 1.5" to
2" thick, [(OTV: narrow fracture at contact (24.5'), bond probably weak] |
|
|
|
|
|
|
|
|
|
|
|
|
6 |
1 |
|
|
|
|
|
|
16 |
60R |
|
X |
X |
|
|
|
|
1 |
|
|
|
iron staining at contact, fresh granite below that [OTV: iron
staining, narrow open
fracture at contact (17.5')] |
|
|
|
75R |
X |
|
|
|
X |
|
|
|
1 |
|
|
granite fresh to slightly weathered at contact, fresh below that
[OTV: contact (13.4') appears intact, narrow minor rock fracture (14.4')] |
|
|
|
90 |
X |
|
X |
|
|
|
|
1 |
|
|
|
granite moderately to slightly weathered at contact (3-6"
thick), fresh below [OTV: narrow
fracture at contact (13.1') with iron staining, narrow fracture
(14.0') with iron staining] |
|
|
|
75L |
|
X |
|
|
|
|
|
1 |
|
633 |
|
granite slightly weathered at contact (1" thick), 1 ST on
RBC [OTV: numerous narrow fractures and iron staining at contact (12.3') and
rock (12.7')] |
|
|
|
60L |
X |
|
X |
|
|
|
|
1 |
|
|
|
granite moderately weathered at contact, [OTV: numerous narrow
fractures and iron staining at contact (11.9') and rock (12.2 to 13.5')] |
|
|
|
52L |
X |
|
X |
|
|
|
|
1 |
|
|
569 |
APS not evident, moderately to highly weathered granite, 1 ST at
contact. [OTV: narrow fractures at contact (13.2') and rock (13.4 and 13.8') |
|
|
|
45L |
X |
|
X |
|
|
|
|
1 |
|
|
848 |
APS not evident,
may be moderately weathered, 1 ST at Contact |
|
|
|
|
|
|
|
|
|
|
|
|
6 |
1 |
|
|
|
|
|
|
17 |
60R |
X |
|
X |
|
|
|
|
1 |
|
|
381 |
highly weathered granite at contact (3" thick), numerous
microfractures visible, 1 ST at Contact, [OTV: narrow fractures at contact
(20.7'), concrete (19.9') , rock (20.9'), some iron staining and some
infilled, numerous rock fractures (23', 23.7'] |
|
|
|
75R |
X |
|
X |
|
|
|
|
1 |
|
|
|
fresh granite throughout, [OTV: concrete voids (11.2'), contact
(17.9') appears intact but numerous narrow rock fractures (18.0 to 19.7')] |
|
|
|
90 |
X |
|
|
|
X |
|
|
|
1 |
|
|
fresh granite
throughout, [OTV: contact (16.3') intact, infilled fractures (17.2, 18.4')] |
|
|
|
75L |
|
X |
|
|
X |
|
|
1 |
|
|
|
APS 1" thick, natural fracture just below APS, [OTV:
contact (15.1') appears intact, could exist very narrow fractures, bond
probably weak |
|
|
|
60L |
X |
|
X |
|
|
|
|
1 |
|
|
|
fresh to slightly weathered granite at contact, fresh below.
[OTV: contact (16.1') appears bonded, narrow rock fractures (16.2, 16.8')] |
|
|
|
45L |
X |
|
|
|
|
X |
|
|
1 |
|
696 |
fresh to slightly weathered granite at contact, fresh below, 1
ST at Contact, [OTV poor quality, but contact and rock appear intact] |
|
|
|
|
|
|
|
|
|
|
|
|
4 |
2 |
|
|
|
|
|
|
18 |
45R |
X |
|
|
|
|
|
X |
|
1 |
|
|
[OTV: slightly
weathered to fresh granite at contact, 1" thick max, contact (18.3')
intact] |
|
|
|
60R |
X |
|
|
|
X |
X |
|
|
1 |
|
|
APS at contact
1-2" thick, fresh granite below, [OTV: contact (13.0') intact, rock
fresh] |
|
|
|
75R |
X |
|
X |
|
|
|
|
1 |
|
1317 |
|
APS at contact 1/2" thick, moderately to slightly weathered
fracture 1.5" below contact, fresh below with few slightly weathered
fractures, 1 ST on AP Rock, [OTV poor quality: contact (10.3') appears
intact, infilled rock joint (12.1')] |
|
|
|
90 |
|
X |
X |
|
|
|
|
1 |
|
1058 |
|
APS at contact 1/2" thick, highly weathered fractures
1" and 1.2' below (and parallel) to contact, 1 ST on RBC slightly to
moderately weathered, 1 UC on RBC. [OTV: contact (9.4') and rock fracture
(10.5') weathered with iron staining, numerous infilled fractures (10.7 to
16.3')] |
|
|
|
75L |
|
X |
X |
|
|
|
|
1 |
|
1648 |
|
APS at contact 1/2" thick, highly weathered fracture
2.5" below contact, fresh below, 1 ST on RBC fresh granite, [OTV: narrow
open fractures at contact (9.4') and rock (9.5 and 11.0'), similar joint
pattern to B18-90] |
|
|
|
60L |
? |
X |
|
|
|
|
|
1 |
|
|
|
fresh to slightly weathered granite at contact, steep natural
fracture in rock below contact - not parallel to contact. [OTV: contact
(11.9') appears intact but unclear] |
|
|
|
45L |
X |
|
X |
|
|
|
|
1 |
|
|
|
slightly to moderately weathered rock at contact, fresh granite
below, UC on RBC canceled (broke in handling), changed to 18-90, [OTV:
contact (9.9') appears intact, infilled rock joint (11.0')] |
|
|
|
30L |
|
X |
|
|
|
|
|
1 |
|
|
|
soft grout at contact - unusual condition, thin veneer of
slightly to moderately weathered rock at contact, [OTV: open fracture appears
between aggregate and contact (10.2'), narrow rock fracture (12.8')] |
|
|
|
|
>Actual drilling angle (bearing and dip) not
shown |
|
6 |
2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
BT |
Bonded conTact |
|
|
|
|
|
|
|
|
|
|
Splitting Tensile (ST) Tests |
|
|
|
UT |
Unbonded conTact |
|
|
|
|
|
|
|
|
|
|
Rock Below Contact (RBC) |
|
|
|
UR |
Unbonded (fractured) Rock |
|
|
|
|
|
|
|
|
|
Alteration Plated Surface (APS) of fault footwall |
|
|
|
UC |
Unbonded
(fractured) Concrete |
|
|
|
|
|
|
|
|
Unconfined Compression (UC) |
|
|
|
MT |
Mechanical
fracture conTact |
|
|
|
|
|
|
|
|
Optical TeleViewer (OTV) Color |
|
|
|
MR |
Mechanical fracture Rock |
|
|
|
|
|
|
|
|
|
|
|
|
|
MC |
Mechanical
fracture Concrete |
|
|
|
|
|
|
|
|
Updated 6/29/05 5:00pm |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|