Skip to the record
The gold standard in government transparency.

Original source · versioned page text

1 - GEOTECHNICAL INVESTIGATION REPORT - 150320 LAR Road Investigation Ridgewood Geotech 23042015_Rev1-Combined

of 77

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Very large file: it may take a few minutes

The original of this document is very large (24.3 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.

                                                                                                                                                                                                                                                                                                                                                 HOLE NO :         AH15-01
                                                                                                                                                                                                            NON-CORE DRILL HOLE - GEOLOGICAL LOG                                                                                                 FILE / JOB NO :
                                                                                                          PROJECT : Road Widening                                                                                                                                                                                                                SHEET : 1 OF 1
                                                                                                          LOCATION : Top Forestry Road Ridgewood
                                                                                                          POSITION :                                                                                                                                               SURFACE ELEVATION :                                 ANGLE FROM HORIZONTAL : 90°
                                                                                                          RIG TYPE :                                                                         MOUNTING : 4WD Utility                                                                          CONTRACTOR : Contract Drilling                               DRILLER :
                                                                                                          DATE STARTED : 1/4/15                                                            DATE COMPLETED : 1/4/15                                                   DATE LOGGED : 1/4/15                     LOGGED BY : BPC                   CHECKED BY : DJM


                                                                                                                                  DRILLING                                                                                                                                                              MATERIAL




                                                                                                                                                                                                                 CLASSIFICATION
                                                                                                                                                                             FIELD TESTS




                                                                                                                                                                                                                                                                                                                                  CONSISTENCY
                                                                                                                             PENETRATION




                                                                                                          PROGRESS
                                                                                                                                           GROUND WATER




                                                                                                                                                                             SAMPLES &



                                                                                                                                                                                           DEPTH (m)




                                                                                                                                                                                                                                                                                                                      CONDITION




                                                                                                                                                                                                                                                                                                                                                                          BACKFILL
                                                                                                                                                                                                       GRAPHIC




                                                                                                                                                                                                                                                                                                                      MOISTURE


                                                                                                                                                                                                                                                                                                                                    RELATIVE
                                                                                                                               DRILLING




                                                                                                                                                                                                                                                                                                                                    DENSITY
                                                                                                                                                                                                                                                                     MATERIAL DESCRIPTION




                                                                                                                                                                                                                                  SYMBOL
                                                                                                                                              LEVELS




                                                                                                                                                                                                                                                                                                                                                      STRUCTURE




                                                                                                                                                                                                         LOG




                                                                                                                                                                                                                                                                                                                                                                            LOG
                                                                                                          & CASING
                                                                                                          DRILLING




                                                                                                                                                                                                                                                        Soil Type, Colour, Plasticity or Particle Characteristic
                                                                                                                     WATER




                                                                                                                                                                                                                                                                                                                                                   & Other Observations
                                                                                                                                                                                                                                                                 Secondary and Minor Components

                                                                                                                                                                                           0.0
                                                                                                                                                                           D                                            GC                         Clayey Sandy GRAVEL: Brown, fine to medium gravel.                    D            D
                                                                                                                                             Groundwater not Encountered
                                                                                                                                E




                                                                                                                                                                           0.07m                                                           0.07m
                                                                                                                                                                           D                                                                       WEATHERED ARGILLITE


                                                                                                                                                                           0.20m
                                                                                                            AD/T




                                                                                                                                M




                                                                                                                                                                                                                                           1.00m
                                                                                                                                                                                           1.0
                                                                                                                                                                                                                                                   BOREHOLE AH15-01 TERMINATED AT 1.00 m
                                                                                                                                                                                                                                                   Backfilled with type 2.1 roadbase and cement
REE_AGS 3_1_RTA 1_1_LIB_FIX.GLB Log RTA NON-CORE DRILL HOLE COOROY.GPJ <<DrawingFile>> 23/04/2015 15:29




                                                                                                                                                                                           2.0




                                                                                                                                                                                           3.0
                                                                                                          See Explanatory Notes for
                                                                                                          details of abbreviations
                                                                                                          & basis of descriptions.
                                                                                                                                                                                                                                                      RED EARTH ENGINEERING
                                                                                                                                                                                                                                                                                                                                                 File: AH15-01 Page 1 OF 1
Log in to download the original file

1 - GEOTECHNICAL INVESTIGATION REPORT - 150320 LAR Road Investigation Ridgewood Geotech 23042015_Rev1-Combined.pdf · 24.3 MB (very large 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.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.