Council archive · source document
Appendix F - Geo-Environmental Investigation Report · RAL24/0003
Very large file (10.1 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Test Pit No.
TP2
Page 1 of 1
Engineering Log - Test Pit Project No.: 23099
Client: Romildo Raveane Commenced: 12/4/2023
Project Name: Proposed Subdivision Completed: 12/4/2023
Hole Location: 41 Tallowwood Place, Black Mountain Logged By: MCC
Hole Position: 7079272.0 m E 486734.0 m N MGA2020 Zone 56 Checked By: ACD
Equipment Type and Model: 5.5t Excavator RL Surface: 187.04 m
Excavation Dimensions: Datum: AHD Operator: Bebrok
Excavation Information Material Description and Observations
Relative Density
Classification
Pocket Shear
Penetration
Consistency
Graphic Log
Samples Material Description Structure and
Penetrometer Vane
Recovery
Condition
Tests soil type: plasticity or particle characteristics, Additional
Moisture
UCS Test
Symbol
Method
Remarks secondary and minor components, colour Observations
Water
RL Depth (kPa) (kPa)
(m) (m)
100
200
300
400
500
50 100 150200
CI Silty CLAY, (TOPSOIL), medium plasticity, 0.00: TOPSOIL
brown, with roots
D Fr
CH Silty Gravelly CLAY, high plasticity, pale brown, 0.30: COLLUVIUM/
red brown, pale grey, fine to coarse phylitte LANDSIDE DEBRIS
gravel
186.5
150
0.5
DS 250
0.5-0.8m
M to St to
W VSt
186.0
1.0
TECTONIC 3.00.2 LIB.GLB Log 1 TECTONIC BOREHOLE 23099.GPJ <<DrawingFile>> 18/5/2023 11:55 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
150
250
Not Encountered
185.5
1.5
EX
DS becoming pale grey, red brown, fine to
1.5-1.8m coarse gravel, with fissured & slickensided
surfaces
185.0
2.0 VSt
250
M to
W
184.5
2.5
100
150
St
184.0
3.0
Hole Terminated at 3.00 m
Limit reach
Method Penetration Water Samples and Tests Moisture Condition Consistency/Relative Density
N - Natural Exposure VE - Very Easy Level (Date) U## - Undisturbed Sample (## mm) D - Dry VS - Very Soft
X - Existing Excavation E - Easy DS - Disturbed Sample M - Moist S - Soft
BH - Backhoe Bucket Inflow BDS - Bulk Disturbed Sample W - Wet F - Firm
R - Ripper F - Firm VSt - Very Stiff
EX - Excavator H - Hard H - Hard
RH - Rock Hammer VH - Very hard VL - Very Loose
Plastic Limit
L - Loose
Classification Symbols and < PL MD - Medium Dense
Soil Descriptions = PL D - Dense
Based on Unified Soil < PL VD - Very Dense
Classification System Fr - Friable
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
Appendix F - Geo-Environmental Investigation Report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 10.1 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.