Attachment 3 Soil Test Report

SCG CONSULTING ENGINEERS LOG SECTIONS Ref No. 24018

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Depth 3s TESTESIIEMOM se erie P_| Depth TESTSITENO2 P
100 Silty Sand SM 1 100 | Silty Sand SM 1
200 Fine, Grey i 200 Fine, Grey 1
300 Roots, Moist, 4! 300 Roots, Moist, 1
400 Loose 4 400 Loose 1
500 1 500 fi
600 1 600 1
Peas . “ol a 1 ee ae i 1
800 “Silty Sand SM 1 800 ty Sand SM 1
900 Fine, Grey 1 900 Fine, Grey 1
1000 Pale Grey, (White) 1 1000 Pale Grey, (White) 1
4100 Moist, Loose 1 1100 | Moist, Loose 1
41200 1 1200 Ea
1300 1 1300 | | 1]
1400 Bec Med Dense 2 1400 Ligey
1500 2 1500 Bec Med Dense [2
1600 2 1600 2
1700 2 1700 2
1800 End 3 1800 End 2
1900 S 1900 3
2000 3 2000 3
2100 3 2100 3
2200 3 2200 3
2300 3 2300 3
2400 4 2400 4
2500 4 2500 5
2600 5 2600 5
2700 5 2700 Z
2800 7 2800 if
2900 7 2900 ae
3000 7 3000 7
3100 3100

 

 

 

 

 

 

 

 

Depth = mm below ground level.
P = blows per 100mm penetration with an approved 9kg penetrometer.

Notation such as (SP) refers to the soil description to Table A1 AS1726 ‘Guide to the description
identification and classification of soils’.

Solid lines represent sharp interface between different soil types. Dotted lines represent gradation form
one soil type to another.

Abbreviations used
UTP - unable to penetrate, Bec. —- becoming, N.S.L. Natural Surface Level

 

Med. — medium, MW - Moderately weathered
EW - extremely weathered, Plast. - Plasticity

No recovery means unable to extract samples from the base of the bore hole because the soil will not
bind in the auger head.

The colour of the soil is often abbreviated, for example Gy = grey Or = orange.

 

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SCG CONSULTING ENGINEERS 3 SCG Ref: 24018(S)