135 Lake Weyba Rd Earthworks Certification L1

NATA accredited facility no: 20064 PO Box 1225, Nambour QLD 4560

COA Laboratory

Mob 0429 674 334

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NATA
seercorearon
COMPETENCE
Accrosie for compliance wit ISONEC 17025 TesSng

 

 

For All Civil Testing
Servicing South East Queensland

A.B.N. 2 1 339 7934

6 Mill Lane, Nambour Test Report
COA Laboratory Accredited for oa with ISO/IEC 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 ofa 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 1210.1 1210.2 1210.3 1210.4 1210.5
Location Lot2 Lot2 Lot2 Lot2 Lot2
Approx. See Site Plan See Site Plan See Site Plan See Site Plan See Site Plan
Elevation/layer depth Approx. Subgrade +0.5m +1.0m +1.5m +2.0m
Hole Depth (mm) 135 133 126 141 130
FIELD & LABORATORY DATA
Compacted Field Dry density (t/m3) 159 1.60 1.56 1.59 161
(nearest 0.01)
Field Moisture Content (%) 14.5 125 14.0 15.0 14.5
(nearest 0.5)
Mat. retained on oversize sieve (%) 0.0 0.0 0.0 0.0 0.0
Dry (nearest 1)
Mat. retained on oversize sieve (%) 0.0 0.0 0.0 0.0 0.0
Wet (nearest 1)
Max. Dry Density (t/m3) 161 1.63 1.61 1.63 1.63
({nearest0.01)
Adjusted Max. Dry Density (t/m3) n/a n/a n/a na n/a
(nearest 0.01)
Adjusted Max. Dry Density Laboratory | n/a n/a na n/a na
reference number
Optimum Moisture Content (%) 15.5 15.0 15.5 15.0 15.0
(nearest 0.5)
Moisture Ratio (%) 93.5 84.0 88.5 98.0 96.5
(nearest 0.5)
Variation of Optimum Moisture Content | -1.0dry -2.5dry -2.0dry ~O0.Sdry -0.Sdry
(%)
Density Ratio (%)
(uearest0.5) 99.0 98.0 97.0 97.5 98.5
Page 1 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
NATA Accredited Facility No. :- 20084 C T
ABN 21 61339 7934 CQA Laboratory Approved Person:
6 Mill Lane Nambour C. Templeton

Form R18 June 2021 Date: 28-2-23