Council archive · source document
Geotechnical Report (1) · MCU21/0212
Very large file (10.7 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Borehole No.
BH1
Page 1 of 1
Engineering Log - Borehole Project No.: 21370
Client: Catherine & Gavin Deane C/- Pivotal Perspective Commenced: 15/9/2021
Project Name: Proposed Residence Completed: 15/9/2021
Hole Location: 66 Seaview Terrace, Sunshine Beach Logged By: RKG
Hole Position: 511363.0 m E 7080300.0 m N MGA2020 Zone 56 Checked By: ACD
Drill Model and Mounting: Hand Auger Inclination: -90° RL Surface: 28.00 m
Hole Diameter: 100 mm Bearing: 360° Datum: AHD Operator: Tectonic
Drilling Information Material Description and Observations
Relative Density
Classification
Pocket DCP TEST
Penetration
Consistency
Graphic Log
Samples Material Description (AS 1289.6.3.2-1997)
Penetrometer
Recovery
Condition
Tests soil type: plasticity or particle characteristics,
Moisture
UCS Blows per 100 mm
Symbol
Method
Remarks secondary and minor components, colour
Water
RL Depth (kPa)
(m) (m) 0 5 10 15 20 25
100
200
300
400
500
SP SAND, fine grained, brown grey, trace of rootlets
DS (DUNE SANDS)
0.2-1.0m SW
SAND, fine to medium grained, grey D L
26.0
Not Encountered
2
MD
becoming brown grey and pale brown grey
HA
M
24.0
4
D
TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 21370.GPJ <<DrawingFile>> 5/11/2021 11:26 10.02.00.04 Datgel Lab and In Situ Tool - DGD | Lib: Tectonic 3.00.2 2021-03-30 Prj: Tectonic 3.00.2 2021-03-30
22.0
6
Hole Terminated at 6.00 m
Target depth
20.0
8
18.0
10
16.0
12
14.0
14
Method Penetration Water Samples and Tests Moisture Condition Consistency/Relative Density
AD/T-Auger Drilling TC Bit VE - Very Easy Level (Date) U## - Undisturbed Sample (## mm) D - Dry VS - Very Soft
AD/V-Auger Drilling V Bit E - Easy DS - Disturbed Sample M - Moist S - Soft
RT - Rotary Tri-cone Bit Inflow BDS - Bulk Disturbed Sample W - Wet F - Firm
RD - Rotary Drilling F - Firm SPT - Standard Penetration Test VSt - Very Stiff
Partial Loss
NMLC -Rock Core H - Hard H - Hard
VH - Very hard Complete Loss
HA - Hand Auger Plastic Limit VL - Very Loose
Graphic Log/Core Loss L - Loose
Classification Symbols and < PL MD - Medium Dense
Core recovered (hatching Soil Descriptions
indicates material) = PL D - Dense
Based on Unified Soil < PL VD - Very Dense
Core loss Fr - Friable
Classification System
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Geotechnical Report (1).pdfRelated documentApplication case desk ↗
About this file
- File size
- 10.7 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.