QB1910553 - STG 1 19 Ind Units - Lot 13 (#64) - QB1910553 - MISC - Form 11 Final & Supporting Certificates - 26.11.2021 KW

CIVILJEST nie

 

ASN 7 006 855 689 SOIL TESTING & GEOTECHNICAL CONSULTANTS ACN 006 855 689

Head Office: 10 Latham Street (P O Box 537) Mornington 3931 Tel: (03) 5975 6644 Fax: (03) 5975 9589
also at: Mildura (03) 5023 2870, Mitcham (03) 9874 5844, Wodonga (02) 6024 4343 & Wonthaggi (03) 5672 3900

 

FAWB BIO-RETENTION MATERIAL TESTING SUMMARY

 

 

Client Details: Southern Pacific Sands Ply Ltd PAGE i of 1
Client Address: 565 Bestmann Road, Ningl QLD 4511 Report Number: 9210004-11
Project ; Bio-Retention Plus Material testing Report Date: 14/04/2021
Sample ID; Bio-Retention Plus Production Run #327b Sample Number: 219-7134

Date tested; 31/03/2021
Tested by: DA

Sample Date: 24/3/2021
Material Description: Grey Brown Coarse Sand w/organics

Sampling Method: Unknown - Clitent Supplied

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AS Sieve Percent . Particle Size Distribution Graph
Size(mm) | Retained (%} 3 100
3 90
GO a
6.70 8 80
4.00 8 at z
a =
2.80 2 i z 2 6
3 3 a
2.00 é E50
1.00 ub as i 40
wi
0.50 25 48) & 30
399—C«d| |
0.25 3 e 20
0.15 a g 10
0.053 7 § 0
3 6.70 4.00 2.80 2.00 1.00 0.50 0.25 0.15 0.053 PAN
PAN Sieve Sizes (mm)
Material Passing 0.053mm Re a
Wash Sieve added to PAN emarks:
APPROVED SIGNATORY
mw Accredited for compliance with
NATA ISO/IEC 17025 - Testing. \K
WwW NOTE; Nata accreditation covers Particle Size DARREN ASHDOWN
arenes, Distribution AS1141.11.1 only. Sports Fletd Laboratory Manager
Reser NATA Accreditation Number: 1407 Mornington

 

 

Methods used: AS1141.11.1, CIV5.04.007.024 Issue #1 ~ 14/4/2021

 

 

The results below are not covered by the NATA endorsement.
ASTM F1815-11 (2018) Hydraulic Conductivity Results

 

 

 

 

 

Water Retention @ 30cm Suction: 14.3 Sat Hydraulic Conductivity @ 15 drops (mm/hr): 270
Total Porosity @ 30cm Suction: 46.9 Dry Bulk Density @ 30cm Suction: 1.408
Capillary Porosity @ 30cm Suction: 20.1 Hydraulic Conductivity Water used: Potable
Alr Porosity @ 30cm Suction: 26.8 Hydraulic Conductivity Water Temp (C°);: 21

 

 

Notes: ASTM F1815-11 Compactor using 51mm PVC cylinders and 25 blows to deliver 3.03 3/cm2 In the cross sectional area of each specimen. Results are
averaged from two determinations for best precision. IF nat tested, assumed soll particle density of 2.65 t/m used.

 

 

 

 

 

 

 

Material Properties Results. Chemical Analysis Results.
pH @ 1:5 Soil/Water Ratio:| 6.6 Moisture Content @ 40C%:| 12.4 Teel scart 8.1
EC @ 1:5 Soll/Water Ratio (dS/m):|_ 0.09 Moisture Content @ 105c*:} 12.4 A icoladt Ey toes 6.44
pH/EC Water Temp (C°): 22 Organic Matter % W/W (LOI @ 550C): 5.7 Test results from external laboratory:
Apparent Soii Particle density: 2.65 Soll Carbonate % (LOI 956°C): - Swep Pty Ltd, Report: 2104259662, Dated: 6/4/24

 

 

 

 

Test methods used: Rayment George E; Lyons David J. Soll Chemical Methods: 3A1, 4A1, 6G1. AS1289.3.5.1, AS1289.2.14.1.