07/0616 - Response to Information Request [As Published] · 132007.616

SCG CONSULTING ENGINEERS LOG SECTIONS Ref No.17177

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Depth TEST SITE No 1 P_| Depth TEST SITE No2 P
100 Silty Sand SM 1 100 Silty Sand SM

200 Fine Grained , Pale Grey 1 200 Fine Grained , Pale Grey 1
300 Roots , Moist , Loose. 1 300 Roots , Moist , Loose.

400 1 400

500 1 500

600 | 1 600 | 1
700 Silty Sand SM 1 700 Silty Sand SM

800 Fine Grained , Pale Grey 4 800 Fine Grained , Pale Grey

900 {White) , Moist , Loose. 4 900 (White) , Moist , Loose. 1
1000 1 1000

1100 1 1100 1
1200 1 1200 1
1300 1 1300 4
1400 1 1400 4
1500 1 1600 Becoming Med Dense. 4
1600 2 1600 End Hand Auger 1
4700 2 | 1700 : se rar 1
1800 2 | 1800 2
1900 2 | 1900 2
2000 2 | 2000 3
2100 3 {| 2100 3
2200 3 {| 2200 3
2300 3 {| 2300 3
2400 3_|_ 2400 3
2500 3_| 2500 3
2600 2600

2700 2700

2800 2800

2900 2900

3000 3000

3100 3100

 

 

 

 

 

 

  

 

 

E = =— Se
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, Piast. - Plasticity

| No recovery means unable to-extract-sampies- from-the-base-of the-bere-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.
(Ls=7.7%) Indicates sample location and Linear Shrinkage result.
The footings must be dug into or supported on piers dug into the shaded material.

 

 

 

 

SCG CONSULTING ENGINEERS 8 SCG Ref: 17177(S)}