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AS/NZS 4058:2007

Current
Current

The latest, up-to-date edition.

Precast concrete pipes (pressure and non-pressure)
Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Language(s)

English

Published date

18-04-2007

Preview

1 - AS/NZS 4058:2007 PRECAST CONCRETE PIPES (PRESSURE AND NON-PRESSURE)
4 - PREFACE
5 - CONTENTS
6 - SECTION 1 SCOPE AND GENERAL
6 - 1.1 SCOPE
6 - 1.2 REFERENCED DOCUMENTS
7 - 1.3 DEFINITIONS
7 - 1.3.1 Administrative definitions
7 - 1.3.2 Technical definitions
9 - 1.4 CLASSIFICATION OF PIPES
9 - 1.4.1 Criteria
10 - 1.4.2 Size class
10 - 1.4.3 Load class
10 - 1.4.4 Watertightness or pressure class
11 - 1.5 MARKING
11 - 1.5.1 Marking on each pipe
12 - 1.5.2 Colour coding for load class
14 - SECTION 2 MATERIALS
14 - 2.1 VERIFICATION OF MATERIALS COMPLIANCE
14 - 2.2 CONCRETE MATERIALS
14 - 2.2.1 Cement
14 - 2.2.2 Supplementary cementitious materials
14 - 2.2.3 Aggregates
14 - 2.2.4 Water
14 - 2.2.5 Admixtures
14 - 2.2.6 Restriction on chemical content
15 - 2.3 REINFORCEMENT
15 - 2.4 JOINT MATERIALS
16 - SECTION 3 MANUFACTURE, HANDLING AND STORAGE
16 - 3.1 VERIFICATION OF MANUFACTURING PROCESS COMPLIANCE
16 - 3.2 DESIGN DETAILS
16 - 3.2.1 Joints
16 - 3.2.2 Structural continuity
16 - 3.2.3 Reinforcement
16 - 3.2.4 Concrete
17 - 3.3 DIMENSIONS AND TOLERANCES
17 - 3.3.1 General
17 - 3.3.2 Concrete cover to reinforcement
18 - 3.3.3 Internal diameter
18 - 3.3.4 External diameter
18 - 3.3.5 Wall thickness
19 - 3.3.6 Effective length
19 - 3.3.7 Straightness
19 - 3.3.8 End squareness of pipes
20 - 3.4 WORKMANSHIP AND FINISH
20 - 3.4.1 Inspection and acceptance
20 - 3.4.2 Defects in reinforced pipes
21 - 3.4.3 Acceptability of pipe wall and joint surface defects in reinforced pipes
22 - 3.4.4 Defects in unreinforced pipes
23 - 3.4.5 Finishing and repairs for pipes
23 - 3.5 HANDLING, STORAGE AND TRANSPORTATION
23 - 3.5.1 General
23 - 3.5.2 Lifting holes
23 - 3.5.3 Lifting elements
24 - SECTION 4 PERFORMANCE TESTS
24 - 4.1 VERIFICATION OF FINISHED PRODUCT COMPLIANCE
24 - 4.2 PROOF LOAD
25 - 4.3 ULTIMATE LOAD
26 - 4.4 WATERTIGHTNESS 90 kPa TESTS
26 - 4.5 SPECIFIED (>50 kPa) AND ULTIMATE PRESSURE TESTS
26 - 4.6 WATER ABSORPTION
26 - 4.7 FLEXIBLE JOINT ASSEMBLY
27 - SECTION 5 COMPLIANCE WITH PERFORMANCE REQUIREMENTS
27 - 5.1 MEANS OF DEMONSTRATING COMPLIANCE WITH THE PERFORMANCE REQUIREMENTS
27 - 5.2 SAMPLING AND TESTING
27 - 5.2.1 Facilities for sampling and testing
27 - 5.2.2 Sampling and testing procedures
28 - 5.2.3 Test requirements
29 - 5.2.4 Type testing
29 - 5.2.5 Routine sampling and testing
31 - SECTION 6 ORDERING AND SUPPLYING PIPES
31 - 6.1 PIPE DESIGN AND TEST INFORMATION
32 - 6.2 INFORMATION TO BE SUPPLIED WITH EACH DELIVERY OF PIPE
32 - 6.3 MANUFACTURING INFORMATION TO BE SUPPLIED UPON REQUEST
33 - APPENDIX A - SAMPLING SCHEME FOR ROUTINE TESTING
33 - A1 SCOPE
33 - A2 SIZE OF BATCH
33 - A3 INSPECTION MODES AND SWITCHING RULES
33 - A3.1 Application
33 - A3.2 Inspection modes
33 - A3.3 Switching rules
34 - A4 SAMPLING PLANS
34 - A4.1 Sampling plan for proof load testing
35 - A4.2 Sampling plan for ultimate load testing
35 - A4.3 Sampling plan for hydrostatic pressure testing
36 - A4.4 Sampling plan for water absorption testing
37 - A4.5 Sampling plan for joint assembly
38 - A4.6 Sampling plan for measurement of concrete cover to reinforcement
38 - A4.7 Sampling plan for measurement of dimensions other than concrete cover
39 - APPENDIX B - CHECKLIST OF PURCHASING REQUIREMENTS
40 - APPENDIX C - LOAD TESTS FOR CONCRETE PIPES
40 - C1 SCOPE
40 - C2 APPARATUS
40 - C2.1 Loading rig
40 - C2.2 Standard feeler gauges
41 - C2.3 Timber bearers
41 - C3 SAMPLE PREPARATION
41 - C4 GENERAL TEST CONSIDERATIONS
41 - C4.1 Positioning of pipe (see Figure C4)
41 - C4.2 Rate of loading
41 - C4.3 Selection and measurement of crack width
41 - C4.4 Vertical loading rig
43 - C5 PROCEDURE FOR PROOF LOAD TEST
43 - C5.1 General
44 - C5.2 Maximum test load
44 - C5.3 Determination of test crack width
44 - C6 PROCEDURE FOR ULTIMATE LOAD TEST (Reinforced pipes only)
44 - C6.1 General
44 - C6.2 Maximum test load
45 - C7 REPORTS
45 - C7.1 General
45 - C7.2 Test report
46 - APPENDIX D - PRESSURE TESTS FOR ELASTOMERIC SEAL JOINTED PIPES
46 - D1 SCOPE
46 - D2 APPARATUS
46 - D2.1 Pressurizing equipment
46 - D2.2 End caps
46 - D2.3 Pressure indicator
46 - D2.4 Pipe support
46 - D2.5 Elastomeric seals
46 - D2.6 New Zealand loss rate test
46 - D3 SAMPLE PREPARATION
46 - D3.1 General
47 - D3.2 Positioning of pipe and end caps
47 - D3.3 Preparations for testing
47 - D3.4 New Zealand loss rate test
47 - D4 TEST PROCEDURES
47 - D4.1 Procedure for a specified pressure and single pipe watertightness tests
48 - D4.2 Procedure for the New Zealand loss rate test
48 - D4.3 Procedure for an ultimate pressure test
49 - D5 RECORDS
51 - APPENDIX E - GUIDE TO CONCENTRATION LIMITS APPLICABLE TO SOME CONSTITUENTS OF THE BURIED ENVIRONMENT
51 - E1 SCOPE
51 - E2 CONCENTRATION GUIDE
51 - E2.1 10 mm cover minimum
52 - E2.2 Covers less than 10 mm
52 - E2.3 Additional cover, coatings and protective treatments
53 - APPENDIX F - ABSORPTION TEST FOR CONCRETE PIPES
53 - F1 SCOPE
53 - F2 PRINCIPLE
53 - F3 APPARATUS
53 - F3.1 Drying oven
53 - F3.2 Balance
53 - F3.3 Desiccator
53 - F3.4 Urn
53 - F3.5 Cutting and grinding equipment
53 - F3.6 Absorbent paper or cloth
53 - F3.7 A rack or similar support
53 - F4 CONDITION OF SAMPLE PIPES
54 - F5 PREPARATION OF TEST SPECIMEN
54 - F6 TEST PROCEDURES
54 - F6.1 General
54 - F6.2 Procedures
55 - F7 CALCULATIONS
55 - F8 RECORDS AND REPORTS
55 - F8.1 General
55 - F8.2 Records
56 - APPENDIX G - MEASUREMENT OF CONCRETE COVER TO REINFORCEMENT
56 - G1 GENERAL
56 - G2 PRINCIPLE
56 - G3 APPARATUS
56 - G3.1 Cutting tools
56 - G3.2 Cover meter
56 - G4 CONDITION OF SAMPLE PIPE
56 - G5 TEST PROCEDURE
56 - G5.1 Direct method
57 - G5.2 Indirect method
57 - G6 RECORDS
57 - G6.1 General
57 - G6.2 Records
58 - APPENDIX H - JOINT ASSEMBLY TEST FOR CONCRETE PIPES WITH FLEXIBLE JOINTS
58 - H1 SCOPE
58 - H2 PRINCIPLE
58 - H3 PROCEDURE
58 - H4 RECORDS AND REPORTS
58 - H4.1 General
58 - H4.2 Records

Proposes minimum requirements for the materials to be used in, and the manufacture of, controlled quality precast concrete pipes, and proposes methods of sampling, testing and classifying concrete pipes manufactured in accordance with this Standard. It applies to circular precast pipes, manufactured from concrete, unreinforced or with circumferential steel reinforcement, that are intended for pressure or non pressure water supply, drainage, waste water or sewerage applications or service ducts.

This Standard describes minimum requirements for materials and manufacture of controlled quality precast concrete pipes. It also describes minimum requirements for sampling, testing and classifying concrete pipes manufactured in accordance with this Standard.This Standard applies to circular precast pipes manufactured from concrete, unreinforced or with circumferential steel reinforcement, that are intended for pressure or non-pressure water supply, drainage, sewerage or service duct applications.This Standard does not apply to the following:Cast in situ pipes, box culverts, or structural members covered by other Australian Standards.Precast prestressed concrete pipe, embedded steel cylinder pipe, and fibre-reinforced concrete pipe or precast concrete cylindrical access chamber components, or pipes made of other materials.Requirements for fittings fabricated from pipes complying with this Standard are not specified in this Standard.Requirements for ordering and supplying concrete pipes are given in Section 6 (see Note 2).This Standard does not cover the assessment of external service loads to which a pipe will be subjected in particular installation conditions. Therefore, purchasers should specify pipe design characteristics and routine testing requirements that are appropriate to the intended embedment and service conditions. Where a purchaser is not the concrete pipe asset owner, the purchaser should consult with the asset owners designer or specifier to determine these requirements, prior to ordering. AS/NZS 3725 should be referred to for the selection, design and specification of buried concrete pipe installations.

Committee
WS-006
DocumentType
Standard
ISBN
0 7337 8161 6
Pages
54
ProductNote
Pending Revision indicates that as a result of the Aged Standards review process, the document needs updating. If no project proposal, meeting the quality criteria, is received within the 12 month timeframe, the document shall be withdrawn.
PublisherName
Standards Australia
Status
Current
Supersedes

First published in part as AS A35-1957.AS A124 first published 1962.AS A35-1957 revised and redesignated AS 1342-1973.AS A124-1962 revised and redesignated AS 1392-1974.AS 1342-1973 and AS 1392-1974 revised, amalgamated and redesignated AS 4058-1992.AS 4058-1992 and NZS 3107:1978 jointly revised and designated AS/NZS 4058:2007. Originated, in part, as AS A35-1957 and AS A124-1962. AS A35 revised and designated AS 1342-1973, AS A124 revised and designated AS 1392-1974. AS 1342-1973 and AS 1392-1974 revised and designated AS 4058-1992. AS 4058-1992 and NZS 3107:1978 jointly revised and designated AS/NZS 4058:2007.

AS 1726-1993 Geotechnical site investigations
AS 1379-1997 Specification and supply of concrete
AS/NZS 3725:2007 Design for installation of buried concrete pipes
AS 2758.1-1998 Aggregates and rock for engineering purposes - Concrete aggregates
AS 1646.1-2000 Elastomeric seals for waterworks purposes - General requirements
AS 3610 Supp1-1995 Formwork for concrete - Blowhole and colour evaluation charts (Supplement to
AS/NZS 4671:2001 Steel reinforcing materials
AS 1379 SUPP 1-1997 Specification and supply of concrete - Commentary (Supplement to AS 1379-1997)
AS 3610-1995 Formwork for concrete
AS 3610 SUPP 2-1996 Formwork for concrete - Commentary (Supplement to AS 3610-1995)
AS 3582.2-2001 Supplementary cementitious materials for use with portland and blended cement Slag - Ground granulated iron blast-furnace
AS 1646.3-2000 Elastomeric seals for waterworks purposes - Material requirements for pipe joints seals used in water and wastewater applications with the exception of natural rubber and polyisoprene compounds
AS/NZS 3582.3:2002 Supplementary cementitious materials for use with portland and blended cement Amorphous silica
AS 3582.1-1998 Supplementary cementitious materials for use with portland and blended cement Fly ash
AS 1646.2-2000 Elastomeric seals for waterworks purposes Material requirements for pipe joint seals used in water and wastewater applications - Specifies by prescription formulation
AS 3972-1997 Portland and blended cements
AS 1478.1-2000 Chemical admixtures for concrete, mortar and grout Admixtures for concrete (Reconfirmed 2018)
AS 1379-2007 Specification and supply of concrete (Reconfirmed 2017)

AS 3735-2001 Concrete structures for retaining liquids
AS 4139-2003 Fibre-reinforced concrete pipes and fittings (Reconfirmed 2018)
AS 1646-2007 Elastomeric seals for waterworks purposes (Reconfirmed 2018)
AS/NZS 7000:2016 Overhead line design
AS 1735.3-2002 Lifts, escalators and moving walks Passenger and goods lifts - Electrohydraulic
AS/NZS 3500.5:2012 Plumbing and drainage Housing installations
AS/NZS 3725:2007 Design for installation of buried concrete pipes
AS/NZS 3500.3:2003 Plumbing and drainage Stormwater drainage
AS 5100.8:2017 Bridge design Rehabilitation and strengthening of existing bridges
AS/NZS 3500.3:2018 Plumbing and drainage Stormwater drainage
AS/NZS 7000:2010 Overhead line design - Detailed procedures
AS/NZS 4327:1995 Metal-banded flexible couplings for low-pressure applications (Reconfirmed 2020)
AS 5100.3:2017 Bridge design Foundation and soil-supporting structures
AS 1735.1-2003 Lifts, escalators and moving walks General requirements
AS/NZS 3500.3:2015 Plumbing and drainage Stormwater drainage

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