This second Low Volume Rural Roads document is concerned with the design of appropriate pavement and surfacing options and related technical specifications and follows on from Part I: LVRR Classification and Geometric Standards. The document is based around the presentation of tables relating to the selection and design of appropriate LVRR pavements and surfacings (Chapter 2). These Tables are backed by sections on the principles involved together with the key technical assumptions, constraints and recommendations (Chapter 3). Drainage issues are covered in Chapter 4. The related Technical Specifications are contained separately in two Appendices on LVRR Road Pavements and Surfacings, and Road Drainage.
SEACAP 3. Low Volume Rural Roads: Pavement options and technical specifications.