BS 594-2:2003 2005
$102.76
Hot rolled asphalt for roads and other paved areas – Specification for transport, laying and compaction of hot rolled asphalt
| Published By | Publication Date | Number of Pages |
| BSI | 2005 | 18 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | BRITISH STANDARD |
| 2 | Committees responsible for this British Standard |
| 3 | Contents |
| 5 | 1 Scope 2 Normative references 3 Terms and definitions |
| 6 | 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 |
| 7 | 5.4 Adjustment or regulation of levels 5.5 Tack coat and bond coat emulsions |
| 8 | 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 |
| 9 | 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 |
| 10 | 6.3 Machine laying 6.4 Hand laying |
| 11 | 6.5 Thickness 6.6 Falls and drainage 6.7 Joints 6.8 Projections 7 Surface texture 7.1 General |
| 12 | Minimum rolling temperatures 7.2 Method of applying the coated chippings 7.3 Texture-depth |
| 13 | 8 Compaction 8.1 General 8.2 Equipment |
| 14 | 8.3 Compaction 9 Testing mixtures specified to BS 594-1:2005, 5.4 9.1 Sampling from the laid material |
| 15 | 9.2 Tests and calculations 9.3 Additional sampling and testing 9.4 Test results 9.5 Reporting results |
| 16 | 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 °C unless the maximum temperature with…5.4.2.1 shall include information on early |
