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Rfi - C6535-25-FULL Set 2025-06-18
REINFORCED CONCRETE NOTES: TESTING:
ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD
IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.
SPECIFICATIONS
THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
AS 3600-1994 "SAA CONCRETE STRUCTURES CODE".
OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
· A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY:
GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS)
· A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH
AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS
GRADE CAST ON ANY GIVEN DAY.
MATERIALS FOR USE WITH PORTLAND CEMENT
· A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 5OM³ OR PART
AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE
THEREOF CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE.
WITH PORTLAND CEMENT- FLY ASH
ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES
IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING
AS 1302 STEEL REINFORCING BARS FOR CONCRETE
SHALL BE TAKEN AFTER THE ADDITION OF WATER.
AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE
TOOL FINISH CONCRETE AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR
CUT EVERY SECOND BREAK SLAB FULL DEPTH CONCRETE
WIRE OF MESH WHILE STILL "GREEN" AS 3972 PORTLAND AND BLENDED CEMENTS
AS 1379 READY-MIXED CONCRETE (METRIC UNITS)
AS 2758 CONCRETE AGGREGATES
180mm THICK AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN
180
N32 SLAB CONCRETE
AS 3610 FORMWORK FOR CONCRETE
SUPPLY:
200 UM VISQUEEN · ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER.
· NO ON SITE BATCHING IS ACCEPTABLE.
· MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM
BOLSTER JOINT DETAIL IN PLACE AND BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
· ALL MATERIALS, STORAGE, BATCHING, ETC TO CONFORM TO THE REQUIREMENTS 230
N.T.S
OF THE RELEVANT AUSTRALIAN STANDARDS.
· ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
300
· ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN. R10
· ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.
· ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
NO VEHICLE LOADING
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE
REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE. DEPTH INDICATOR ER2 EDGE RESTRAINT
· ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE (G9-22-1A) SCALE 1:20
COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.
· ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
FORMWORK:
DOWEL SOCKETS TO
R16 GALVANISED DOWELS · ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
MANUFACTURERS SPEC.
(600 LONG) AT 450 CTS OR STEEL FORMS.
OR EQUAL
· ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 15O9 AND AS 151O.
SL82 MESH WITH · REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
50mm COVER TYP. 10mm ABELFEX OR EQUIV. FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.
· ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
180mm THICK
180
· ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE SURFACING
N32 SLAB
CHAIRS TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE PROPOSED PAVEMENT
UNDERLAIN BY WATERPROOF MEMBRANE.
150 150
TRANSPORT : 160
300 300
100
200 UM VISQUEEN ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS. 65
50
EXISTING PAVEMENT
CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE
DOWEL JOINT DETAIL ENGINEER'S DISCRETION. GRADE TO SUIT EXISTING
275
R20
N.T.S PLACEMENT, COMPACTION AND FINISHING :
· CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M³, CONCRETE
PUMPING OR KIBBLING. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW SM3 SEMI-MOUNTABLE KERB
HORIZONTALLY BY USE OF VIBRATORS. SCALE 1:20
DRIVEWAY / ACCESS DETAILS OVERLAP DETAIL
· ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED,
SCALE 1:20
IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS
DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER.
· ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 5OMM DIAMETER VIBRATORS.
· SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE,
DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS.
· ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS,
WIND BREAKS, ETC MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING
UNUSUALLY HOT, DRY OR WINDY CONDITIONS.
· ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
· BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING.
· ALL CONCRETE TO BE ORDERED AND PLACED AT 8OMM SLUMP UNLESS NOTED OTHERWISE.
· NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
0 0.4 0.8 1.2 1.6 2.0m
SCALE 1:20 A1, 1:40 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
A 17-06-25 ER2 & SM3 KERB SETOUT DETAILS ADDED EPW ILF
PROPOSED RESIDENTIAL SUBDIVISION ROADWORKS DETAILS PLAN
E [email protected] ................ ................ at HOY ROAD, LAKE MACDONALD CONSULTING
W walsheng.net.au CHECKED DIRECTOR APPROVAL
for INDIGO GROUP ENGINEERS
RPEQ - 4665
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
ENGINEERS A.B.N. 39 611 482 716 FOR APPROVAL C This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no
GARRRRRR!!!! THE PIRATE HAS LEFT HIS MARK!
part of it may in any form or by any means (electronic, mechanical, micro copying, photo-copying, recording or otherwise) be
DRAWING No: C6535/25/R15 REVISION: A
NOT FOR CONSTRUCTION reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
FILENAME : C6535-25-R15.dwg - DATE : 17/6/25 - 4:53pm A1 Sheet Size Design: ILF Drawn: EPW Date:APRIL 2025 intellectual property remains within Walsh Consulting Engineers. All enquiries should be directed to Walsh Consulting Engineers. COUNCIL REFERENCE: SHEET: 15 of 15
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