arup probe 8 cone penetranon test of ca&m'echnics

. ARUP ca&m'ECHNICS CONE PENETRAnON TEST

SYIJIEY SPORJ'S CENT II t 111011. PARK

M!di111 dense sand

Becolllfng dense

PROBE 8 ..... 1

OF 2:

I

i ·---·--- ...... !

·-----.,~·--.;

l

--·-1·-~· -·--·· ··-:

;.

,-, ,_, ,-, Ll ,-, ,_, -, ,

ARUP GEOTECHNICS

Firm, silty clay

Sand lens

Fim silty clay

Refusal 1n residual Sandstone 18.9m

CONlRACTOR: OPEMTOR:

CONE PENETRATION TEST SYDNEY SPORTS CENTRE, !()ORE PARK

-·II

r --- - ·-· -· "

__ ,1...

END

PROBE 8 L()C:ji,JION:

GROUND LEVEL:

Sft rigure 1 RL 38.93

FRIC'OONRA110 Fr ,.

,-, ,_, ,-, ,_, ,-, ,_, -, ,

ARUP GEOTECHNICS CON:! PENETRATION TEST

SY I»>EV SPORTS CEinAE, MOOAE PARJ:

Medi111 dense sand

Becoming dense

~= OPEMIM:

Engineering Exploration

PROSE

I.OCATIOH: GROUNIO LEva:

9 IHIIT 1

cw 2

Set: f'1gure 1

IlL 38.93

F..:moN Mll) Fr

"

________ j -·-- --~---'#

$ -- -------- ~

L• -··· -~- _.., f

-~---~ -t

--- , I --·-. '· .. :~i

' --- • -- •I

- ··----- -~ --- ·--1

-. -·- -~

- -_:~l ----: -. --{

.- --·-- . - -·- ·j .II - _j

• ARUP GEOT!CHNtCS

ll!mM· und

CONE PENETRATION TEST PROBE9 I.OCA1'DII: s.. n .,re 1 MCIUNO U'lllt.: II. 38.93

·--~---------- ~'!

==~-{----~-······-- ·-·- ·----- ------- --- ·----- .. -·-- ·-

.!<:

:;; ------' - --. --~-.-.~ ---· --·::.. ---;.---.---:.---~---~-_1_ __ ;_:~4 ~-~- -----~-- ~---····

1 , I !

~~-~~~:~-~~r ~~---· ~ ~ . -----·· == . ") . . . . . . ~- ~

~~~&.~~--~~~~-··>~~~~::·~~-~~·~~~~~---~·-·~$~· -~~·~_ .. -.:-~:~~~~ .J

ENO

,-, Lf ,-, ,_, ,-, ,_, -, ,

,-, Lf

··:; ,-, ,_, ,-, ,_, -, ,

ARUP GEOTECHNJCS

Medium dense sand

Refusal at 11.6m i~ dense sand

REIMRICS:

CONE PENETRATION TEST PROBE 10 LOCATIOH: See fi vure 2

GAOUHO !.£VEl.: Rl. 41.2 8

... " --·------------- ---- \· _· -_::=-~ .. -----------~,, ~i-..... -------~

=(=~-:-=.-~ .: -. : . > ... =-r~=~:..~~~~= -t -~ C~E\-----~~=:~=~--:~== = t-:-~-. ' -- -- - - --- --·---·-·--- -- --- ---·---- ..... -- --~ -- -- ---· I : I I

---- ------------- r-- - ------- --- ----------·-· I !

I : -·-. ---; ~--::.~- ---:-::j

------ '=~~~-~-~-~~:~~ -- -~----- -· -------- ·-·--

i -_----_ ---~----~---_· -- -· ---~~ ... ----------,

-----~~

' ' p I i --~ --~-=~=:~-=-- i .--- ------ ---- ---~ -

---···-'---t--1--+-- ~0 p~~--~-==- =" ~-- ~=-~~~:l' t=:·-=:~~-:~:~~~~~~- --= :·_: -- ·- . ·-- ·---~

. --- - ------·""7ij.. :· , ! , r ----- -----f-1

. i . )1 ;~~R---=--~~-.~=-----~ ~~-~· ·: -- ---- --:- -------~-71 . _: _-:---~~~~--- J :=: ~--=- -:~ ==~:--· [" ·:-: :·. ~--·:-.:~-~ :-~ ~-, l ~ - --- --· --- ·-------- - ~------ .. _:; :~ ·~!j·,·-~ ~_j

:~--"·=-~--=::~~--.·. --~-~ ·- ---9 .L__:_: ~ . . .. - ~· . __ _[]

. ' .. <.... ..... : ... -- j

-- --!

,-, ,_, ,-, ,_, ,-, ,_, -. '

ARUP GEOTECHNICS

Medium dense sand

Becoming dense

Cane refusal at 7.7511

~·:

CONE PENETRATION TEST SYDNEY SPORTS CENTRE • t«llRE PARK

-..:..--•

I -···-·--------:, ,' .

-·-·---·.--~-,--~· ..... ..:-.• ~----· -· -'-~-'--: - ~ 9 •··-~·----' ____ ,;._H __ , _,

1 i i I ~ --~-~~; -----.--~

... - r-~-- --·---------~~. '-. I I ·- -- -·-·. --·-·---~--~

END

i) off scale of 82llpa at 1'.75111

PROSE 11 LOCATION:

GROUND LEVEL: Pl. 42,

,-, ,_, ,-, ,_, ,-, ,_, -, '

ARUP GEOTECHNICS

Probe carrel ated to BH AID

F1 nn • .ery silty clay wfth some stones and coal fragments

Med11111 dense clayey sand

•... ~:

CONE PENETRATION TEST PROBE12

SYOO£Y SPORTS CENTRE, I«JJRE PARK

CONE REaBTANCE qc MPa

. ·····-·· ~ ·····- --·-------· • . I

.•. r·' ..... ~- ••• --~ ...... _,, __ .:....,. __ - _,_ --- 1 ~

--- ____________ ___:~ -!.I -- ---- --------------=-;~ ----- __________ , ., ___ , .i

----- ----------'------1'

SLEEVE FRICTION fa kPa

... l

' ~ .

LOCATIOH:

GROUND t.:E\'El:

·----- ... ·------, __ "

~ --+~=-=='':~~ __ c_.-~~--I i

--- .... ------- ----- -------.

=~-~~~- -~·; ~~~ I \~~- :·: ~:. ~:~7\~ l .

--- .. -··· - .. ' " • - I.

. --- -------. s ---- .. . :: -- -~ "--- . -.. " -... -"" :-~ " t

See Figure 1 111. 47.78

1 I

,.

ARUP GEOTECHNICS

Medium dense beconring dense sand.

Refusal at 16.25m in dense sand·

CONE PENETRATION TEST SVU.EY SPORTS C£tUP£, MOOP£ PARK

PROBE 12 LOCATIOH:

GROUND LEVEL:

See figure 1 II. 47.78

Appendix E

Laboratory Test Results

Material Test Report

Report Number: 86276.00-1

Issue Number: 1

Date Issued: 07/06/2018

Client: Infrastructure NSW

Level 15, Macquarie House, Sydney 2000

Contact: Lily Wong

Project Number: 86276.00

Project Name: Sydney Football Stadium Redevelopment

Project Location: Moore Park Road, MOORE PARK

Work Request: 3236

Sample Number: 18-3236A

Date Sampled: 04/06/2018

Sample Location: C5 (10.0-10.45)

Material: SAND - Brown slightly clayey, sand

Douglas Partners Pty Ltd

Sydney Laboratory

96 Hermitage Road West Ryde NSW 2114

Phone: (02) 9809 0666

Fax: (02) 9809 0666

Email: [email protected]

Accredited for compliance with ISO/IEC 17025 - Testing

Approved Signatory: Lujia Wu

dp-lujia.wu

NATA Accredited Laboratory Number: 828

Particle Distribution (AS1289 3.6.1)

Sieve Passed % Passing Limits

19 mm 100

13.2 mm 100

9.5 mm 100

6.7 mm 100

4.75 mm 100

2.36 mm 100

1.18 mm 100

0.6 mm 98

0.425 mm 87

0.3 mm 54

0.15 mm 22

0.075 mm 14

Particle Size Distribution

0 . 1 0 . 2 1 2 3 4 5 1 0 2 0 3 0 1 0 0 2 0 0

Particle Size (mm)

1 0

2 0

3 0

4 0

5 0

6 0

7 0

8 0

9 0

1 0 0

Pe

rce

nt

Pa

ssin

g

19

13

.2

9.5

6.7

4.7

5

2.3

6

1.1

8

0.6

0.4

25

0.3

0.1

5

0.0

75

Sieve( m m )

Clay Si l t Sand Gravel Cobbles

Report Number: 86276.00-1 Page 1 of 5



Issue Number: 1




Contact: Lily Wong




Work Request: 3236

Sample Number: 18-3236B



Material: SAND - Yellow-brown sand


Sydney Laboratory


Phone: (02) 9809 0666

Fax: (02) 9809 0666




dp-lujia.wu




19 mm 100

13.2 mm 100

9.5 mm 100

6.7 mm 100

4.75 mm 100

2.36 mm 100

1.18 mm 100

0.6 mm 100

0.425 mm 97

0.3 mm 46

0.15 mm 2

0.075 mm 1


0 . 1 0 . 2 1 2 3 4 5 1 0 2 0 3 0 1 0 0 2 0 0

Particle Size (mm)

1 0

2 0

3 0

4 0

5 0

6 0

7 0

8 0

9 0

1 0 0

Pe

rce

nt

Pa

ssin

g

19

13

.2

9.5

6.7

4.7

5

2.3

6

1.1

8

0.6

0.4

25

0.3

0.1

5

0.0

75

Sieve( m m )





Issue Number: 1




Contact: Lily Wong




Work Request: 3236

Sample Number: 18-3236C



Material: SAND - Yellow-brown sand with trace of silt,


Sydney Laboratory


Phone: (02) 9809 0666

Fax: (02) 9809 0666




dp-lujia.wu




19 mm 100

13.2 mm 100

9.5 mm 100

6.7 mm 100

4.75 mm 100

2.36 mm 100

1.18 mm 100

0.6 mm 99

0.425 mm 89

0.3 mm 42

0.15 mm 4

0.075 mm 3


0 . 1 0 . 2 1 2 3 4 5 1 0 2 0 3 0 1 0 0 2 0 0

Particle Size (mm)

1 0

2 0

3 0

4 0

5 0

6 0

7 0

8 0

9 0

1 0 0

Pe

rce

nt

Pa

ssin

g

19

13

.2

9.5

6.7

4.7

5

2.3

6

1.1

8

0.6

0.4

25

0.3

0.1

5

0.0

75

Sieve( m m )





Issue Number: 1




Contact: Lily Wong




Work Request: 3236

Sample Number: 18-3236D



Material: SAND - Yellow-brown sand with trace of silt and gravel


Sydney Laboratory


Phone: (02) 9809 0666

Fax: (02) 9809 0666




dp-lujia.wu




19 mm 100

13.2 mm 100

9.5 mm 100

6.7 mm 99

4.75 mm 99

2.36 mm 99

1.18 mm 99

0.6 mm 99

0.425 mm 92

0.3 mm 46

0.15 mm 2

0.075 mm 2


0 . 1 0 . 2 1 2 3 4 5 1 0 2 0 3 0 1 0 0 2 0 0

Particle Size (mm)

1 0

2 0

3 0

4 0

5 0

6 0

7 0

8 0

9 0

1 0 0

Pe

rce

nt

Pa

ssin

g

19

13

.2

9.5

6.7

4.7

5

2.3

6

1.1

8

0.6

0.4

25

0.3

0.1

5

0.0

75

Sieve( m m )





Issue Number: 1




Contact: Lily Wong




Work Request: 3236

Sample Number: 18-3236E



Material: SAND - Light grey slightly clayey sand


Sydney Laboratory


Phone: (02) 9809 0666

Fax: (02) 9809 0666




dp-lujia.wu




19 mm 100

13.2 mm 100

9.5 mm 100

6.7 mm 100

4.75 mm 100

2.36 mm 100

1.18 mm 100

0.6 mm 97

0.425 mm 83

0.3 mm 47

0.15 mm 20

0.075 mm 16


0 . 1 0 . 2 1 2 3 4 5 1 0 2 0 3 0 1 0 0 2 0 0

Particle Size (mm)

1 0

2 0

3 0

4 0

5 0

6 0

7 0

8 0

9 0

1 0 0

Pe

rce

nt

Pa

ssin

g

19

13

.2

9.5

6.7

4.7

5

2.3

6

1.1

8

0.6

0.4

25

0.3

0.1

5

0.0

75

Sieve( m m )



Envirolab Services Pty Ltd

ABN 37 112 535 645

12 Ashley St Chatswood NSW 2067

ph 02 9910 6200 fax 02 9910 6201

[email protected]

www.envirolab.com.au

CERTIFICATE OF ANALYSIS 193237

96 Hermitage Rd, West Ryde, NSW, 2114Address

Peter OitmaaAttention

Douglas Partners Pty LtdClient

Client Details

04/06/2018Date completed instructions received

04/06/2018Date samples received

5 SoilNumber of Samples

86276.00, Moore ParkYour Reference

Sample Details

Results are reported on a dry weight basis for solids and on an as received basis for other matrices.

Samples were analysed as received from the client. Results relate specifically to the samples as received.

Please refer to the following pages for results, methodology summary and quality control data.

Analysis Details

Tests not covered by NATA are denoted with *Accredited for compliance with ISO/IEC 17025 - Testing.

NATA Accreditation Number 2901. This document shall not be reproduced except in full.

06/06/2018Date of Issue

06/06/2018Date results requested by

Report Details

Jacinta Hurst, Laboratory Manager

Authorised By

Nick Sarlamis, Inorganics Supervisor

Results Approved By

Revision No: R00

193237Envirolab Reference: Page | 1 of 6

Client Reference: 86276.00, Moore Park

2828<104145mg/kgSulphate, SO4 1:5 soil:water

<10<10<10<10<10mg/kgChloride, Cl 1:5 soil:water

2636153637µS/cmElectrical Conductivity 1:5 soil:water

5.97.67.34.85.8pH UnitspH 1:5 soil:water

05/06/201805/06/201805/06/201805/06/201805/06/2018-Date analysed

05/06/201805/06/201805/06/201805/06/201805/06/2018-Date prepared

SoilSoilSoilSoilSoilType of sample

17/04/201808/05/201807/05/201819/04/201819/04/2018Date Sampled

13.0-13.450.9-1.00.9-1.011.5-11.958.5-8.95Depth

C37C17C12C5C5UNITSYour Reference

193237-5193237-4193237-3193237-2193237-1Our Reference

Misc Inorg - Soil

Envirolab Reference: 193237

R00Revision No:

Page | 2 of 6


Anions - a range of Anions are determined by Ion Chromatography, in accordance with APHA latest edition, 4110-B. Alternatively determined by colourimetry/turbidity using Discrete Analyer.

Inorg-081

Conductivity and Salinity - measured using a conductivity cell at 25°C in accordance with APHA latest edition 2510 and Rayment & Lyons.

Inorg-002

pH - Measured using pH meter and electrode in accordance with APHA latest edition, 4500-H+. Please note that the results for water analyses are indicative only, as analysis outside of the APHA storage times.

Inorg-001

Methodology SummaryMethod ID


R00Revision No:

Page | 3 of 6


711032457451<10Inorg-08110mg/kgSulphate, SO4 1:5 soil:water

8999010<101<10Inorg-08110mg/kgChloride, Cl 1:5 soil:water

[NT]1053955371<1Inorg-0021µS/cmElectrical Conductivity 1:5 soil:water

[NT]10205.85.81[NT]Inorg-001pH UnitspH 1:5 soil:water

05/06/201805/06/201805/06/201805/06/2018105/06/2018-Date analysed

05/06/201805/06/201805/06/201805/06/2018105/06/2018-Date prepared

193237-2LCS-1RPDDup.Base#BlankMethodPQLUnitsTest Description

Spike Recovery %DuplicateQUALITY CONTROL: Misc Inorg - Soil


R00Revision No:

Page | 4 of 6


Not ReportedNR

National Environmental Protection MeasureNEPM

Not specifiedNS

Laboratory Control SampleLCS

Relative Percent DifferenceRPD

Greater than>

Less than<

Practical Quantitation LimitPQL

Insufficient sample for this testINS

Test not requiredNA

Not testedNT

Result Definitions

Australian Drinking Water Guidelines recommend that Thermotolerant Coliform, Faecal Enterococci, & E.Coli levels are less than1cfu/100mL. The recommended maximums are taken from "Australian Drinking Water Guidelines", published by NHMRC & ARMC2011.

Surrogates are known additions to each sample, blank, matrix spike and LCS in a batch, of compounds whichare similar to the analyte of interest, however are not expected to be found in real samples.

Surrogate Spike

This comprises either a standard reference material or a control matrix (such as a blank sand or water) fortifiedwith analytes representative of the analyte class. It is simply a check sample.

LCS (LaboratoryControl Sample)

A portion of the sample is spiked with a known concentration of target analyte. The purpose of the matrix spikeis to monitor the performance of the analytical method used and to determine whether matrix interferencesexist.

Matrix Spike

This is the complete duplicate analysis of a sample from the process batch. If possible, the sample selectedshould be one where the analyte concentration is easily measurable.

Duplicate

This is the component of the analytical signal which is not derived from the sample but from reagents,glassware etc, can be determined by processing solvents and reagents in exactly the same manner as forsamples.

Blank

Quality Control Definitions


R00Revision No:

Page | 5 of 6


Measurement Uncertainty estimates are available for most tests upon request.

Where sampling dates are not provided, Envirolab are not in a position to comment on the validity of the analysis whererecommended technical holding times may have been breached.

When samples are received where certain analytes are outside of recommended technical holding times (THTs), the analysis hasproceeded. Where analytes are on the verge of breaching THTs, every effort will be made to analyse within the THT or as soon aspracticable.

In circumstances where no duplicate and/or sample spike has been reported at 1 in 10 and/or 1 in 20 samples respectively, thesample volume submitted was insufficient in order to satisfy laboratory QA/QC protocols.

Matrix Spikes, LCS and Surrogate recoveries: Generally 70-130% for inorganics/metals; 60-140% for organics (+/-50% surrogates)and 10-140% for labile SVOCs (including labile surrogates), ultra trace organics and speciated phenols is acceptable.

Duplicates: <5xPQL - any RPD is acceptable; >5xPQL - 0-50% RPD is acceptable.

For VOCs in water samples, three vials are required for duplicate or spike analysis.

Spikes for Physical and Aggregate Tests are not applicable.

Filters, swabs, wipes, tubes and badges will not have duplicate data as the whole sample is generally extracted during sampleextraction.

Duplicate sample and matrix spike recoveries may not be reported on smaller jobs, however, were analysed at a frequency to meetor exceed NEPM requirements. All samples are tested in batches of 20. The duplicate sample RPD and matrix spike recoveries forthe batch were within the laboratory acceptance criteria.

Laboratory Acceptance Criteria


R00Revision No:

Page | 6 of 6

arup probe 8 cone penetranon test of ca&m'echnics

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