BS 7533-10:2004
$102.76
Pavements constructed with clay, natural stone or concrete pavers – Guide for the structural design of trafficked pavements constructed of natural stone setts
Published By | Publication Date | Number of Pages |
BSI | 2004 | 20 |
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 3.1 sett 3.2 wearing surface 3.3 flexible wearing surface 3.4 rigid wearing surface 3.5 laying course |
6 | 3.6 subgrade 3.7 pavement 3.8 sub-base 3.9roadbase Figure 1 Typical cross-section of a pavement 3.10 flexible roadbase 3.11 rigid roadbase |
7 | 3.12 foundation 3.13 cement bound material (CBM) 3.14 channelized traffic 3.15 cumulative traffic 3.16 standard axle 3.17 commercial vehicle 4 General design criteria 4.1 Basis of structural design |
8 | Table 1 Site categories for typical applications |
9 | 4.2 Skid resistance and abrasion resistance 5 Materials 5.1 Foundation materials 5.2 Sub bases 5.3 Roadbase materials |
10 | 5.4 Laying course material 5.5 Surfacing materials Table 2 Sett size categories |
11 | 5.6 Jointing materials Table 3 Compressive strength of jointing materials for use in rigid surfacing for different site categori… |
12 | 6 Design 6.1 Subgrade assessment Table 4 CBR values for different materials 6.2 Foundation thickness |
13 | Table 5 Foundation thickness and sett type — Flexible surfacing, flexible unbound roadbase Table 6 Foundation thickness and sett type — Flexible surfacing, flexible bound roadbase Table 7 Foundation thickness and sett type — Rigid bound surfacing, rigid bound roadbase |
14 | 6.3 Evaluation of traffic Table 8 Standard axles per commercial vehicle 6.4 Structural design |
15 | 7 Rigid wearing surface design 7.1 General Table 9 Minimum sett size category to be used with full depth slurry joint construction |
16 | Table 10 Minimum sett size category to be used with topping joint construction for a design life of 40 years 7.2 Compressive strength of the joint 8 Preparation and construction 9 Overlay design |
17 | Annex A (informative) Worked examples A.1 Example A A.2 Example B |
18 | Annex B (informative) Identification of materials and CBR values using a simple field test Table B.1 Identification of materials and CBR values |