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MAIN ROADS Specifications SPECIFICATION 604 PAVEMENT MARKING Copyright MAIN ROADS Western Australia MAIN ROADS Western Australia Specification 604 Pavement Marking Page 1 of 27 Contract xxx/xx Document 04/10121 Issue 08/11/2016 SPECIFICATION 604 PAVEMENT MARKING REVISION REGISTER Date Clause Description of Revision Authorised Number By 08/11/ 16 604.31.09 Drg.9931-0199 replaced with TESM Drgs.201131-0039 & 201131-0040 29/07/2008 604.36.01 Painting Over not to be used TESM 22/01/2007 604.02, Added new standard for PSM 604.10 & heavy metals in glass beads. Annexure Removed US Type 3 beads 604C for Type D beads in AS 2009 01/08/2006 Whole Complete revision of Issue MCP document 2.2 to new format MAIN ROADS Western Australia Specification 604 Pavement Marking Page 2 of 27 Contract xxx/xx Document 04/10121 Issue 08/11/2016 CONTENTS Clause Page No GENERAL ......................................................................................................................... 5 604.01 SCOPE…………………………………………………………………………….....5 604.02 REFERENCES………………………………………………………………………5 604.03 – 604.05 NOT USED………………………………………………………….......6 PRODUCTS AND MATERIALS ...................................................................................... 6 604.06 PERMANENT ROAD PAVEMENT MARKINGS…………………………………6 604.07 LONGITUDINAL ROAD MARKING PAINT TECHNICAL SPECIFICATION….7 604.08 THERMOPLASTIC TECHNICAL SPECIFICATION……………………………..7 604.09 COLD APPLIED PLASTIC TECHNICAL SPECIFICATION…………………….8 604.10 GLASS BEADS TECHNICAL SPECIFICATION…………………………………8 604.11 TEMPORARY ROAD MARKING TAPE…………………………………………..8 604.12 RAISED PAVEMENT MARKERS TECHNICAL SPECIFICATION……...……..8 604.13 – 604.29 NOT USED……………………………………………………………..9 APPLICATION ................................................................................................................. 9 604.30 PAVEMENT MARKING APPLICATION…………………………………………..9 604.31 LONGITUDINAL PERMANENT LINE MARKING………………………………10 604.32 TRANSVERSE LINES & OTHER PAVEMENT MARKINGS………………….12 604.33 RAISED PAVEMENT MARKERS………………………………………………..13 604.34 REPAIR TO ROAD SURFACE…………………………………………………..14 604.35 TEMPORARY PAVEMENT MARKERS…………………………………………15 604.36 COVERING AND REMOVING EXISTING ROAD MARKINGS………………15 604.37 – 604.50 NOT USED……………………………………………………………17 MAINTENANCE ............................................................................................................. 17 604.51 MAINTENANCE OF ROAD PAVEMENT MARKING…………………………..17 PERFORMANCE CRITERIA ......................................................................................... 17 604.52 LONGITUDINAL LINES, TRANSVERSE LINES & OTHER MARKINGS……17 604.53 RAISED RETROREFLECTIVE PAVEMENT MARKERS…...…………………18 604.54 - 604.80 NOT USED……………………………………………………………..19 AS BUILT AND HANDOVER REQUIREMENTS ........................................................... 19 604.81 – 604.90 NOT USED…………………………………………………………….19 CONTRACT SPECIFIC REQUIREMENTS .................................................................... 19 604.91 – 604.99 NOT USED…………………………………………………………….19 ANNEXURE 604A .......................................................................................................... 20 HOLD POINTS………………………………………………………………………………20 ANNEXURE 604B .......................................................................................................... 21 RAISED PAVEMENT MARKERS………………………………………………………….21 ANNEXURE 604C .......................................................................................................... 22 ROAD MARKING PAINT AND GLASS BEAD APPLICATION RATES……………….22 MAIN ROADS Western Australia Specification 604 Pavement Marking Page 3 of 27 Contract xxx/xx Document 04/10121 Issue 08/11/2016 ANNEXURE 604D .......................................................................................................... 23 STANDARD PAVEMENT MARKING DRAWINGS………………………………………23 MAIN ROADS Western Australia Specification 604 Pavement Marking Page 4 of 27 Contract xxx/xx Document 04/10121 Issue 08/11/2016 SPECIFICATION 604 PAVEMENT MARKING GENERAL 604.01 SCOPE 1. The work under this specification provides the minimum requirements for the supply, installation and maintenance of road pavement markings and raised pavement markers. 604.02 REFERENCES 1. Australian Standards, MAIN ROADS Western Australia Standards and MAIN ROADS Western Australia Test Methods are referred to in abbreviated form (e.g. AS 1234, MRS 67-08-43 or WA 123). For convenience, the full titles are given below: Australian Standards AS 1742 Manual of Uniform Traffic Control Devices. AS 1906.3 Retro-reflective Materials and Devices for Road Traffic Control Purposes – Raised Pavement Markers (Retro- reflective and Non-Retro-reflective). AS 2009 Glass Beads for Pavement Marking Materials. AS 2341 Methods of Testing Bitumen and Related Road-making Products AS 2700 Colour Standard for General Purpose AS 3554 Adhesives – Epoxy – For Raised Pavement Market Installation. AS 4049.1 Paints and Related Materials – Road Marking Materials Pt 1 – Solvent-Borne Paint – For Use with Drop-On Beads. AS 4049.2 Paints and Related Materials – Road Marking Materials Pt 2 – Thermoplastic Road Marking Materials. Other Standards Australian Paint Approval Scheme Specification, Government Paint Committee – P-41/5 American Society for Testing and Materials ASTM C430 Fineness of Hydraulic Cement ASTM D5 Penetration of Bituminous Materials ASTM D36 Softening Point of Bitumen ASTM D92 Flash & Fire Points by Cleveland Open Cup ASTM D2171 Viscosity of Asphalts by Vacuum Capillary Viscometer MAIN ROADS Western Australia Specification 604 Pavement Marking Page 5 of 27 Contract xxx/xx Document 04/10121 Issue 08/11/2016 ASTM D2669 Apparent Viscosity of Petroleum Waxes Compounded with Additives (Hot Melt) ASTM D3407 Joint Sealants, Hot Poured for Concrete & Asphalt Pavements MAIN ROADS Standards 67-08-40 Survey & Mapping Standard 71-06-1398 Heavy Metal Concentration of Glass Beads MAIN ROADS Test Methods WA 841.1 Luminance of Pavement Markings MAIN ROADS Specifications Specification 201 QUALITY SYSTEMS 604.03 – 604.05 NOT USED PRODUCTS AND MATERIALS 604.06 PERMANENT ROAD PAVEMENT MARKINGS 604.06.01 GENERAL 1. Road pavement marking shall consist of: a) painting longitudinal road markings using white and/or Painting yellow road marking paint. b) the installation of longitudinal lines, transverse lines and Thermo- other markings (ie; holding lines, turn arrows, chevron plastic pavement markings), using a long life thermoplastic or cold applied plastic material. c) the installation of Raised Retro-reflective Pavement Pavement Markers. Markers 2. The installation of longitudinal road markings and the Glass installation of transverse lines and other markings, shall include the Beads application of drop-on glass beads to the wet paint, thermoplastic or cold applied plastic, to provide night time retroreflectivity, unless otherwise specified in the Contract. 3. The work shall also include spotting or setting out the Setting Out alignment of the lines and markings to ensure that all road markings are applied to the road surface at their correct locations. 604.06.02 SUPPLY OF MATERIALS 1. All materials required to complete the works shall be supplied and delivered by the Contractor. MAIN ROADS Western Australia Specification 604 Pavement Marking Page 6 of 27 Contract xxx/xx Document 04/10121 Issue 08/11/2016 604.07 LONGITUDINAL ROAD MARKING PAINT TECHNICAL SPECIFICATION 604.07.01 GENERAL 1. Water borne road marking paint shall be used for all Water longitudinal road marking and shall be an APAS approved product which Borne Paint complies with APAS Specification GPC-P-41/5. 2. Solvent based paint shall not be used for longitudinal road Solvent marking without the prior approval of Main Roads. Where approved and Based Paint specified, it shall be in accordance with AS 4049.1. 3. The paint shall be lead free. Lead Free 4. The paint shall be suitable for application by air assisted and Suitability airless road pavement line marking machines without the addition of thinning liquids. 5. The paint shall be suitable for application to both unpainted and previously painted road surfaces consisting of aggregate chip seals and bituminous concrete (asphalt). 6. The paint shall be suitable for the receipt of reflective glass beads immediately after application to the road surface and shall be capable of retaining the glass beads under traffic. 7. The Contractor shall be responsible for the legal disposal of Disposal of empty paint containers. The Contractor should note that some Local Containers Government rubbish tips may not accept empty paint containers and other arrangements shall be made for disposal. 604.08 THERMOPLASTIC TECHNICAL SPECIFICATION 604.08.01 GENERAL 1. Thermoplastic road marking material shall consist of Constituent aggregate, pigment, binder, glass beads and extenders, capable of s being softened by heating and hardened by cooling. 2. Thermoplastic road marking material shall comply with AS 4049.2. 3. Thermoplastic used for audio tactile pavement markings Audio shall comply with AS 4049.2 but modified as follows Tactile Markings a) Softening Point: When determined in accordance with AS 2341.18, the softening point shall be not less than 95C. b) Cold Flow: When determined in accordance with AS 4049.2, Appendix J the cold flow shall be no more than 5% at 40C. c) Skid Resistance: When tested in accordance with AS 4049.2 Appendices L and M at any time up to 3,000,000 vehicle passes the skid resistance value of beaded unprofiled base material shall be not less than 50. MAIN ROADS Western
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