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Attachment 4 - Site Investigation and Slab Report
PLASTICITY
Plasticity is defined by the Liquid Limit of the sample. Code Term Liquid Limit Range (%)
As such, this term relates only to cohesive soils. Liquid CL Low Plasticity <35
Limit (LL) is the water content where a soil changes CI Medium Plasticity ≥35 ≤50
from plastic to liquid in behaviour. CH High Plasticity >50
Liquid Limit is measured as a percentage.
MOISTURE
This refers to the moisture content of the soil at the time of testing.
Code Term Cohesive Soils Non-Cohesive Soils
DR Dry Hard, Powdery, Friable Free-flowing, Very Loose
MO Moist Smooth
DA Damp Can be moulded, Cool, dark, Tends to cohere
VDA Very Damp Sticky
WE Wet Weakened. Free water forms on hands when holding Cool, dark, Tends to cohere
CONSISTENCY / DENSITY
Cohesive soils have consistency.
Non-Cohesive Soils have relative density.
Consistency – Cohesive Soils Density – Non-Cohesive Soils
Code Term Description Code Term Index
H Hard Thumb nail indents with difficulty VD Very Dense >85
VSt Very Stiff Thumb nail can indent D Dense ≥65 ≤85
St Stiff Indented by thumb. Cannot be moulded by hand MD Moderately Dense ≥35 ≤65
F Firm Moulded by strong finger pressure L Loose ≥15 ≤35
S Soft Moulded by light finger pressure LL Very Loose <15
VS Very Soft Easily squeezed, sloppy
ROCK MATERIAL
Rock Material has Strength and can be Weathered.
STRENGTH WEATHERING
Code Term Description Code Term Description
Extremely May break after many blows when Fresh Rock No staining or
EX FR
High hit with pick. Ringing sound. decomposition
Very High Breaks after more than one blow Slightly Weathered Slightly discoloured but
VH when hit with pick. Ringing SW Rock little/no change in strength
sound.
High Breaks after one blow when hit Distinctly Highly discoloured usually
H DW
with pick. Ringing sound. Weathered Rock by iron. Change in strength
Medium Readily scored with a knife. Broken Extremely ‘Soil’ properties ie
M in hand with difficulty. XW Weathered Rock disintegrates or can be
remoulded in water
Low Easily scored with a knife. Residual Soil Soil developed from rock –
L Indentations up to 3mm appear RS structure and substance of
with firm pick blows. Dull sound rock is no longer evident
Very Low Pealed with a knife. Crumbles with
VL firm blows. Broken by finger
pressure.
Extremely Shows soil properties. Easily
EL
Low remoulded by hand
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