135 Lake Weyba Rd Earthworks Certification L1

NATA accredited facility no: 20084 PO Box 1225, Nambour QLD 4560

COA Lanoretory

Mob 0429 674 334

a

NATA

WwW

ACCREDITED 702
TECHI
COMPETE
Accrectieg for compliance with ISONEC 17025 - Testng

For All Civil Testing

 

  

AB.N. 21 61 339 7934 Servicing South East Queensiand

6 Mill Lane, Nambour Test Report
CQA eee Accredited for compres with ISOEC 17025 ~ = testing

 

 

 

Project:_135 Lake Weyba Dr Requested By:_O/N
Noosaville Date: 20-9-22
Client: Andres Gabarrin Report No. _ 1210
Field Test Procedure: AS1289 5.3.1 soils compaction and density tests-determination of the field density of a soil-sand replacement method

using a sand-cone pouring apparatus, AS1289 .1.2.1 Sampling and preparation of soils-disturbed samples-standard
method (6.4) Sampling from layers in earthworks or pavements(b) compacted

Laboratory Test Procedure AS1289 5.4.1 Soil compaction and density tests-compaction control test-dry density ratio, moisture variation and
moisture ratio, AS1289 5.1.1 (Soil compaction and density tests-determination of the dry density/moisture content of
a soil using standard compactive effort), AS1289 2.1.1 moisture content tests- determination of the moisture content
of a soil-oven drying method(standard method).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Over size sieve used (mm): 19.0
Was OMC & MDD assigned: No
Was assignment values used: No
Was the sample taken prior to compaction: No
Curing Time:- 24
Liquid limit determination: visual tactile assessment
Soil Description & Soil Layer thickness (m): Allotment Fill +0.5m
COMPACTION SPECIFICATION: 95% Standard Compaction
TEST RESULTS

Laboratory Number 1210.6 1210.7

Location Lot2 Lot2

Approx. See Site Plan See Site Plan

Elevation/layer depth Approx. +2.5m F/L

Hole Depth (mm) 125 129
FIELD & LABORATORY DATA

Compacted Field Dry density (t/m3) 155 1.56

(nearest 0.01)

Field Moisture Content (%) 14.0 14.5

(nearest 0.5)

Mat. retained on oversize sieve (%) 0.0 0.0

Dry (nearest 1)

Mat. retained on oversize sieve (%) 0.0 0.0

Wet (nearest 1)

Max. Dry Density (t/m3) 1.58 1.59

nearest 0.01)

Adjusted Max. Dry Density (t/m3) na na

‘nearest 0.01)

Adjusted Max, Dry Density Laboratory n/a wa

reference number

Optimum Moisture Content (%) 15.5 14.5

(nearest 0.5)

Moisture Ratio (%) 91.0 101.5

(nearest 0.5)

Variation of Optimum Moisture Content | -1.Sdry 0.0

(%)

Density Ratio (%)

Spear 97.5 98.0
Page 2 of 5 Tests and sampling results relate only to the items tested or sampled. results applies to the sample received/( abnormalities may
contribute to the report being compromised) Reports shall not be reproduced except in full ot _:
NATA Accredited Facility No. :- 20084 eC at WF
ABN 21 61339 7934 CQA Laboratory Approved Person:
6 Mill Lane Nambour C. Templeton

Form R18 June 2021 Date: 28-2-23