Trunk Road Infrastructure Technical Specification No.11 – Pavement Marking.Ĥ PAVEMENT MARKING. Number Description of Revision Authorised By Date. 3.14.1 See RMS Supplement p10 for more details. 75mm thick no fines concrete capping to the sub-soil drain. Timber Edging must be according to ACT editied RMS R179. 4 EARTHWORKS.Įarthworks according to ACT editied RMS R44. AS 3600 Concrete structures.ĪS 3610 Formwork for concrete.
Trunk Road Infrastructure Technical Specification No. AS 1141 Methods for sampling and testing aggregates. Number Description of Revision Authorised By Date.Ģ.3 RELATED TECHNICAL SPECIFICATIONS. Roads &Maritime Services 2010, QA Specification R84: Continuously reinforced concrete base, RMS, Sydney, NSW. Continuously reinforced concrete base construction must be according to ACT edited RMS R84.
This Standard does not apply to unformed concrete surfaces, e.g. Some Sections of the Standard are also applicable to precast concrete, in particular some aspects of Sections 3 and 5. Design by testing is considered separately, the requirements being set out in Appendix A. This Standard sets out requirements for the design, fabrication, erection and stripping of formwork, as well as the specification, evaluation and repair of the quality of the formed concrete surface and the influence of this activity on the design and construction of an in situ concrete structure.
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