Concrete Test results -2

SUNCOAST

 

 

CONGREVE TESTING

Suncoast Concrete Testing

Shed 4, 16 Tectonic Crs

Kunda Park 4556

Phone: 07 5477 1690

Email: [email protected]

 

 

Report No: CON:C23/48378

 

 

 

Issue No: 2

Client: Wagners Concrete DN tastestng nee

P.O. Box 151 NATA i

Drayton North QLD 4350 WwW |

smi
Approved Signatory: Adam Costello

Project: BS McKenzie - 135 Lake Weyba Dr Noosaville sera Naber:
Supplier: Wagners Coolum THIS DOCUMENT SHALL NOT BE REEROSUCED EXCEPT IN FULL

 

 

 

 

 

[COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS |
Details of Sampled Concrete Concrete Specimens and Results .

Date & Time TruckNo PlantCode Grade(MPa) Meas Specimen

Density Initial Std Type Dateof Age Strength Mark Fall, Location & Remarks

 

 

 

 

 

 

 

Ex Plant Time DocketNo Agg(mm) Siump {mm) (oo) vig ing of Test (days) (MPa)
‘Sampled Product Code Slump(mm) ) Ave. (days) Cap
Diameter Height
05/04/23 380 321 N32 85 A23247A 99.7 198 2360 24 6 G 12/04/23 7 27.0 N N Roadway Slab
07:38 08:30 321009896 20 A23247B 99.7 198 2380 27 G 03/05/23 28 420 N N
3220080 80 A23247C 99.7 198 2360 27 G 03/05/23 28 43.0 N N

Notes Remarks

Sampling 0 Marks: N = Normal

3 Sump TeattoAS 101231

3. Compaction by table, Compaction 1.7.4 : vibrating table

4. Initial Curing to AS 1012.8.1 Clause 9.22

5. Standard Curing to AS 1012.8. 1 Clause 9.3(a) Results relate to materials tested

6. G-End Ground S-Sulphur Capping Capped both end

7. Compressive Strength to AS 1012.9

8. Density AS 1012.12.1

9, Moisture Condition SSD unless otherwise stated - AS 1012.12.
Form Neo: 18969.V'1.00 (¢) QESTLab by SpectraQEST.com.au Page 1 of 1

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