Original source · versioned page text
Compiled Reference Documents - MCU20/0084.01 (As Published)
Very large file: it may take a few minutes
The original of this document is very large (19.9 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
BOREHOLE 1
CLIENT: Viktoria Dioszegi DATE: 18/07/2023
PROJECT: Tiny House Landslide Risk Assessment EASTING:
LOCATION: 328 Upper Pinbarren Creek Road NORTHING:
PROJECT NUMBER: PTP_12376 SURFACE ELEV:
DRILLER: Protest Engineering RIG: Hand Auger LOGGED: JC CHECKED: MA
Sampling & Testing
Drilling Method
Layer Depths
Graphic Log
Strength Dynamic
Material Description (Consistency, Results & Penetrometer Test
Type (blows per 100 mm)
Comments
Water
Relative Density,
RL Depth Rock Strength)
(m) (m) 5 10 15 20
0 TOPSOIL silty CLAY, firm, orange brown, medium plasticity, moist
Firm
0.1 ML clayey SILT trace gravel, stiff, orange, low plasticity, fine to medium
gravel, moist
Stiff 0.3
D
0.4
PROTEST - BOREHOLE REPORT PTP_12376 - UPPER PINBARREN CREEK RD - DCP LOGS.GPJ DRAFT.GDT 18/7/23
D
0.5
0.5
Bore terminated at 0.5 m.
Remarks:
Document Set ID: 22574699
Version: 1, Version Date: 07/09/2023
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.