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RFI 10.03.2020 - Appendix C - Memorandum cooroibah waterway crossing · MCU16/0099.01
Density of Non-cohesive Soil
Term Symbol SPT Density DCP (Blows /
N – Index (%) 100mm)
Value
Very VL <4 < 15 0 to 1
Loose
Loose L 4 to 10 15 to 35 1 to 3
Medium MD 10 to 30 35 to 65 3 to 8
Dense
Dense D 30 to 50 65 to 85 8 to 15
Very VD > 50 > 85 >15
Dense
Note: Density only provided where in-situ testing is available.
Classification of Cemented Soils
Term Symbol Field Assessment
Weakly WC
The soil may be easily disaggregated by hand in air or water.
Cemented
Moderately MC
Effort is required to disaggregate the soil by hand in air or water.
Cemented
2. Rock Description
Rocks are generally described in the borehole log using the following sequence of terms:
[Drilling Information]; [Rock Type, Colour, Structure]; [Rock Quality Designation]; [Defects]
[Weathering]; [Strength];
Rock Weathering Classification
Term Symbol Definition
Residual Soil RS Material is weathered to such an extent that it has soil properties. Mass
structure and material texture and fabric of original rock are no longer
visible, but the soil has not been significantly transported.
Extremely Weathered XW Material is weathered to such an extent that it has soil properties. Mass
structure and material texture and fabric of original rock are still visible.
Highly Distinctly HW DW The whole of the rock material is discoloured, usually by iron staining
Weathered Weathered or bleaching to the extent that the colour of the original rock is not
recognizable. Rock strength is significantly changed by weathering.
Some primary minerals have weathered to clay minerals. Porosity may
be increased by leaching, or may be decreased due to deposition of
weathering products in pores.
Moderately MW The whole of the rock material is discoloured, usually by iron staining
Weathered or bleaching to the extent that the colour of the original rock is not
recognizable, but shows little or no change of strength from fresh rock.
Slightly Weathered SW Rock is partially discoloured with staining or bleaching along joints but
shows little or no change of strength from fresh rock.
Fresh FR Rock shows no sign of decomposition of individual minerals or colour
changes.
FILE P:\WP\ADMIN\GEOTECH\MISCELLANEOUS\ADMIN\FORMS\FORMS\EXPLANATORY
NOTES\EXPLANATORY NOTES AURECON 2018 V2 (002).DOC 26 February 2018 PAGE 3
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