CLIENT: 7 Seas Geosciences Namport, Walvis Bay

8 Manatoka Avenue

Pinelands

7405 07-10-2011

ATT: Steve Horwood L110977

olive sand

CPT-17 SPT 25.00-25.45

Percent

Passing

75.00

63.00

53.00 0.0772 3

37.50 0.0386 3

26.50 0.0193 3

19.00 0.0100 3

13.20 0.0035 3

9.50 0.0025 3

6.70 0.0015 3

4.75

2.36

2.00 16.9

1.18

0.600 100

0.425 99

0.300 96

0.150 38

0.0750 3

N-P

Percentage

0

97

0

3

The above test results are pertinent to the samples received and tested only. For Geoscience:

While the tests are carried out according to recognized standards Geoscience shall not

be liable for erroneous testing or reporting thereof. This report may not be reproduced except in full without prior consent of Geoscience.

DESCRIPTION : SAMPLE NO. :

POSITION : CLIENT SAMPLE NO. :

PROJECT:

DATE:

REF:

ASTM D422 SIEVE ANALYSIS

SCS Dispersion Test

SIE

VE

SIZ

E (

mm

)

Diameter of

particle (mm)

Percentage of

soil suspension

(%)

Diameter of

particle (mm)

Percentage of

soil suspension

(%)

Specific Gravity:

Initial Moisture Content (%) :

pH :

Conductivity mS/m :

Atterberg Limits :

TMH1 A2, A3 & A4

Liquid Limit

Sieve Analysis Hydrometer Analysis

O.M.C. (%)

C.B.R. @ 100% Comp.

C.B.R. @ 98 % Comp. Tabulated Summary

Plastic Index

Linear Shrinkage

MOD AASHTO ; C.B.R. : TMH1

A7 & A8

MOD AASHTO (Kg/m)

C.B.R. @ 90 % Comp. Silt : Percentage - 0.075mm and + 0.002mm

Swell ( max ) % Clay : Percentage - 0.002mm

C.B.R. @ 95 % Comp. Gravel : Percentage - 4.75 mm

C.B.R. @ 93 % Comp. Sand : Percentage - 4.75mm and + 0.075mm

0

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Pe

rce

nta

ge

Pa

ssin

g

Particle Size (mm)

Particle Size Distribution