APPENDIX C POINT LOAD INDEX TEST RESULTS
Transcript of APPENDIX C POINT LOAD INDEX TEST RESULTS
PSM1541-098R
APPENDIX C POINT LOAD INDEX TEST RESULTS
POINT LOAD STRENGTH INDEX TEST RESULTS
Job No. PSM1541 Sheet 1 of 1
Project Oakdale South
Test Method Sampling Technique NMLC Sampling DateStorage History Eastern Creek Testing Date
Test Machine GSA 6500 Moisture Condition Natural Tested ByCalibration Date Loading Rate < 30 seconds
D L P Is(50) W D L P Is Is(50)
(m) (mm) (mm) (kN) (MPa) (mm) (mm) (mm) (kN) (MPa) (MPa)
SILTSTONE BH-A 8.66 50 60 0.5 0.2 Parallel to bedding 50 35 - 2.7 1.2 1.2 Through substance L / HSHALE BH-A 9.60 50 75 0.1 0 Parallel to bedding 50 35 - 0.5 0.2 0.2 Through substance VL / LSHALE BH-A 10.12 50 100 0.5 0.2 Parallel to bedding 50 40 - 1.5 0.6 0.6 Through substance L / MSHALE BH-A 11.12 50 75 1 0.4 Parallel to bedding MSHALE BH-A 11.18 50 45 - 0.5 0.2 0.2 Bad break LSHALE BH-A 11.25 50 40 - 0.7 0.3 0.3 Through substance L
CLAYSTONE BH-B 5.50 50 220 0.2 0.1 Parallel to bedding 50 35 - 0.1 0 0 Through substance VLCLAYSTONE BH-B 6.70 50 140 0.2 0.1 Parallel to bedding 50 47 - 0.6 0.2 0.2 Through substance VL / LCLAYSTONE BH-B 7.58 50 90 0.1 0 Parallel to bedding 50 45 - 0.2 0.1 0.1 Through substance VLCLAYSTONE BH-B 8.50 50 160 0.2 0.1 Parallel to bedding 50 48 - 0.4 0.1 0.1 Bad break VL / LCLAYSTONE BH-B 8.73 50 48 - 0.1 0 0 Through substance VLCLAYSTONE BH-B 9.65 50 50 0.2 0.1 Parallel to bedding 50 40 - 0.1 0 0 Through substance VLSILTSTONE BH-B 10.40 50 80 0.1 0 Bad break 50 45 - 1 0.3 0.3 Bad break VL / MSILTSTONE BH-B 10.50 50 40 - 0.9 0.4 0.4 Through substance MSILTSTONE BH-B 10.63 50 55 0.9 0.4 Parallel to bedding MSANDSTONE BH-B 11.59 50 190 0.4 0.2 Parallel to bedding 50 45 - 0.9 0.3 0.3 Through substance L / M
CLAYSTONE BH-C 8.70 50 100 0 0 Parallel to bedding 50 40 - 0 0 0 Through substanceCLAYSTONE BH-C 10.05 50 60 0.1 0 Parallel to bedding 50 48 - 0.2 0 0.1 Through substance VL
SILTSTONE BH-D 7.50 50 120 0.1 0 Parallel to bedding 50 35 - 0.1 0 0 Through substance VLSILTSTONE BH-D 8.70 50 90 0.2 0.1 Parallel to bedding 50 35 - 0.1 0 0 Through substance VLSILTSTONE BH-D 9.80 50 180 1.8 0.7 Parallel to bedding 50 49 - 1.5 0.5 0.5 Through substance MSILTSTONE BH-D 10.45 50 80 0.1 0 Parallel to bedding 50 40 - 0.7 0.3 0.3 Through substance VL / L
By: WP Checked: AS Date:
U:\J1501 to 1600\PSM1541\Engineering\1541.20 - Oakdale South\[PSM1541.2 - Point Load Data.xlsx]Data Input
AS 4133.4.1 - 1993 Methods of Testing Rocks for Engineering Purposes, Determination of Point Load Strength Index
Rock TypeDiametral Tests
Failure ModeFailure Mode
10-11/12/201410-11/12/2014WP
3/12/2012
16/12/2014
Axial, Block, and Irregular Lump TestsLocation Depth
AS 1726 Strength
Class
Pells Sullivan Meynink Pty LtdABN 15 061 447 621
PSM1541-098R
APPENDIX D GHD 2008 INVESTIGATION – BOREHOLE LOGS, TEST PIT LOGS AND LABORATORY TEST RESULTS
Plot Dale 4 November, 2008 - 2,30 PM Cad File No: 21 -16428-FIG-001.dwg
z _ z , z z z I = — z z = ,
1;1— all■-
1 00896 A
■ 1 0,0296Z
_ ,
__ /
/ - L
3 00696Z __.
_
_
_
_ /
,V) A), r I%
\-1
.
l_
A
_fq 00696Z
li
=1000L6Z,
/
2 1.6,Z, 000
1
] 001,L6Z /
/ t /
00i-LE
3 00L6Z / /
_
1.
--w
, — 4- 3 00ZLE
3 00EL6Z
4 • . ,-, .0 „Alli
• t
a & •0 i 0
• ,
—
A
• D . •A, ...- •
-.. (P' el
] 0_0EL6Z
] 00 -',7L6Z l
1
3,0nL6Z ___'
z.....-___.---. ct,
I ?;0
< 5.s t );()
< , o ,o o< jj
(....- • -0- 2'
.5, x)‹o 6. 1 Adirlik
3 0051_6-7
* 1 riI
f )
4 < . ,' s'77
----.....„ ,_____,,,,
,o, <> , . 1)0 ‹
s a
0-- i.
‹D ,.,-)
PROPOSED CREEK CROSSING 1 3 00SL67
------ --- 3 009LEI - _ 6 iii
_ 1)'‘ -
X) • 7.0 ?'
<
< 76, 7,)
a . ii' ---
2' ,o < /_6
;'"0 - 6) • ?'
7 [I 2' ,o
< cD 7
<--',) —
I /— ALTERNATIVE
----, -------
I
/
009L67
1 COIL a" c's s
4 2 BIG W SITE — <
CREEK CROSSING
*--------,... i
71' 00 Li_6:
• 4.
■ .a.
.9 C9- —
1
■-n
G- 1.7.- ••=•-•
57-63 Herbert St Artarmon NSW 2064 Australia, Locked Bag 2727 St Leonards NSW 1590 T 61 2 9462 4700 F 61 2 9462 4710 E [email protected] W www.ghd.com.au/ghdgeotechnics
job no.
rev no.
21-16428-03
A BOREHOLE (PREVIOUS INVESTIGATION) CLIENTS 1PEOPLE 1PERFORMANCE
Figure 1 0 50 10, 0 150m
1111111A GHD GEOTECHNICS SCALE 15000 AT ORIGINAL SIZE FLOOD PLAIN EXTENT
LEGEND <bsZ\
* BOREHOLE
TEST PIT
Goodman Property Services Pty Ltd Oakdale South (Stage 1) - Horsley Park
Geotechnical Investigation Test Location Plan scale 1:5000 for A3 date November 2008