AS/NZS 4065:2010

1 - AS/NZS 4065:2010 CONCRETE UTILITY SERVICES POLES
4 - PREFACE
5 - CONTENTS
6 - SECTION 1 SCOPE AND GENERAL
6 - 1.1 SCOPE
6 - 1.2 APPLICATION
6 - 1.3 REFERENCED DOCUMENTS
6 - 1.4 DEFINITIONS
6 - 1.4.1 Along-line direction
6 - 1.4.2 Deflection
6 - 1.4.3 Failure
6 - 1.4.4 Load at the serviceability limit state
7 - 1.4.5 Load at the strength limit state
7 - 1.4.6 Straightness
7 - 1.4.7 Test load
7 - 1.4.8 Transverse direction
7 - 1.5 CLASSIFICATION
7 - 1.6 MARKING
7 - 1.6.1 General
7 - 1.6.2 Form of marking
8 - 1.7 PHYSICAL CHARACTERISTICS
8 - 1.7.1 General
8 - 1.7.2 Dimensions and ultimate loads
8 - 1.7.3 Structural test for poles
9 - SECTION 2 GENERAL REQUIREMENTS
9 - 2.1 MATERIALS
9 - 2.1.1 General
9 - 2.1.2 Concrete
9 - 2.1.3 Reinforcement
9 - 2.1.4 Tendons and anchorages
9 - 2.1.5 Other components
9 - 2.2 DESIGN FOR STRENGTH AND SERVICEABILITY
9 - 2.3 MANUFACTURE
9 - 2.3.1 Formwork
9 - 2.3.2 Reinforcement and tendon placement
9 - 2.3.3 Casting
10 - 2.3.4 Protection and curing
10 - 2.3.5 Stressing of tendons and protection of tendons and anchorages
10 - 2.3.6 Surface finish
10 - 2.3.7 Tolerances
11 - SECTION 3 PARTICULAR REQUIREMENTS
11 - 3.1 GENERAL
11 - 3.1.1 Compliance
11 - 3.1.2 Access barrier
11 - 3.1.3 Step bolt anchors
11 - 3.1.4 Provision of holes and ferrules
11 - 3.1.5 Galvanizing
12 - 3.1.6 Electrical requirements
12 - 3.1.7 Jointed poles
12 - 3.1.8 Handling and storage requirements
12 - 3.2 STREET LIGHTING POLES
12 - 3.2.1 Pole components
12 - 3.2.2 Electrical provisions
13 - 3.3 FLOODLIGHTING AND COMMUNICATION POLES
13 - 3.3.1 Pole components
13 - 3.3.2 Electrical provisions
13 - 3.3.3 Access for inspection or maintenance
14 - 3.4 AERIAL CONDUCTOR POLES
14 - 3.4.1 Pole components
14 - 3.4.2 Electrical earthing
14 - 3.4.3 Access for inspection and maintenance
14 - 3.5 TRAFFIC SIGNAL POLES
15 - APPENDIX A - MEANS OF DEMONSTRATING COMPLIANCE WITH THIS STANDARD
15 - A1 SCOPE
15 - A2 STATISTICAL SAMPLING
15 - A3 PRODUCT CERTIFICATION
16 - A4 SUPPLIER'S QUALITY MANAGEMENT SYSTEM
16 - A5 OTHER MEANS OF ASSESSMENT
17 - APPENDIX B - REFERENCED DOCUMENTS
19 - APPENDIX C - INFORMATION TO BE SUPPLIED BY PURCHASER

Specifies minimum requirements for the materials, design, fabrication and erection of concrete utility services poles. It is intended to be used in conjunction with the forthcoming issue of AS4676, Structural design requirements for utility services poles.

This Standard specifies the minimum requirements for materials, design and manufacture of reinforced and prestressed concrete utility services poles.The Standard applies to concrete poles and their component parts which support any one of street lights, floodlights, aerial conductors, electromotive-transport conductors, traffic signals, communication equipment, or similar utility services, or any combination of these services.The Standard does not apply to concrete flag poles (see Note 2).NOTES:1 Methods for demonstrating compliance with this Standard are given in Appendix A.2 Information on the additional loads induced by the temporary attachment of flags or banners to utility services poles is given in Appendix G of AS/NZS 4676.

Originated in Australia as AS 4065-1992.
Originated in New Zealand as NZS 1054:1966.
Revised and redesignated as NZS 3115:1980.
AS 4065-1992 and NZS 3115:1980 jointly revised and amalgamated as AS/NZS 4065:2000.
Second edition 2010.