| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | BRITISH STANDARD <\/td>\n<\/tr>\n | ||||||
| 2<\/td>\n | Committees responsible for this British Standard <\/td>\n<\/tr>\n | ||||||
| 3<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | 4 Transport, delivery and discharge 4.1 Transport 4.2 Delivery 4.3 Discharge 5 Preparatory works at the laying site 5.1 General 5.2 Surface level tolerances 5.3 Resurfacing <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | 5.4 Adjustment or regulation of levels 5.5 Tack coat and bond coat emulsions <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | Recommended target rates of application of tack coat in kg\/m2 of residual bitumen for newly laid asphalt – New construction Recommended target rates of application of tack coat in kg\/m2 of residual bitumen for existing surfaces – Maintenance Recommended target rates of application of bond coat in kg\/m2 of residual binder for newly laid asphalt – New construction <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | Recommended target rates of application of tack coat in kg\/m2 of residual bitumen for existing surfaces – Maintenance Recommended target rates of application of bond coat in kg\/m2 of residual binder for improving the relative impermeability of the surface of a lower layer\/existing surface 6 Laying 6.1 General 6.2 Laying in adverse conditions <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 6.3 Machine laying 6.4 Hand laying <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 6.5 Thickness 6.6 Falls and drainage 6.7 Joints 6.8 Projections 7 Surface texture 7.1 General <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | Minimum rolling temperatures 7.2 Method of applying the coated chippings 7.3 Texture-depth <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 8 Compaction 8.1 General 8.2 Equipment <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 8.3 Compaction 9 Testing mixtures specified to BS 594-1:2005, 5.4 9.1 Sampling from the laid material <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 9.2 Tests and calculations 9.3 Additional sampling and testing 9.4 Test results 9.5 Reporting results <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 10 Surface regularity 11 Trafficking 11.1 Newly laid sections of asphalt, except those conforming to BS 594-1:2005, 5.4, shall not be opened to traffic until all pavement layers have cooled to ambient temperature. 11.2 When using a performance-specified mixture conforming to BS 594-1:2005, 5.4, newly laid asphalt shall not be opened to traffic if its surface temperature exceeds 25 \u00b0C unless the maximum temperature with…5.4.2.1 shall include information on early <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Hot rolled asphalt for roads and other paved areas – Specification for transport, laying and compaction of hot rolled asphalt<\/b><\/p>\n |