• AS/NZS 4058:2007

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    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:  04-18-2007

    Publisher:  Standards Australia

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    Table of Contents - (Show below) - (Hide below)

    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

    Abstract - (Show below) - (Hide below)

    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.

    Scope - (Show below) - (Hide below)

    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.

    General Product Information - (Show below) - (Hide below)

    Committee WS-006
    Document Type Standard
    Product Note 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.
    Publisher Standards Australia
    Status Current
    Supersedes

    History - (Show below) - (Hide below)

    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.

    Standards Referenced By This Book - (Show below) - (Hide below)

    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)

    Standards Referencing This Book - (Show below) - (Hide below)

    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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