| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | 30284071_Form 36 <\/td>\n<\/tr>\n | ||||||
| 3<\/td>\n | 30284071_Text <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 3 Terms and definitions 3.1 base 3.2 bedding layer 3.3 bedding mortar 3.4 bound construction 3.5 bound surface construction 3.6 cement bound granular material (CBGM) 3.7 cobble 3.8 commercial vehicle 3.9 complementary fitting 3.10 concrete paving block 3.11 conventional paving 3.12 creep 3.13 flag 3.14 flexible construction 3.15 foundation <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 3.16 geotextile 3.17 hydraulic binder 3.18 hydraulic mortar 3.19 inboard cutting 3.20 interlock 3.21 joint 3.22 joint width 3.23 jointing material 3.24 kerb race 3.25 laying face 3.26 laying pattern 3.27 modular pavement 3.28 mortar joint 3.29 movement joint 3.30 msa 3.31 nib 3.32 pavement 3.33 paving unit <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 3.34 permeable pavement 3.35 restraint 3.36 sett 3.37 slab 3.38 standard axle 3.39 sub-base 3.40 subgrade 3.41 capping layer 3.42 surface course 3.43 unbound construction 3.44 unbound surface layer 3.45 void <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | 4 Structure of a pavement <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | 5 Construction of pavement 5.1 Site categories <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | 5.2 Pavement construction falls and tolerances 5.3 Tolerance of the surface levels of the different layers of a pavement and the surface regularity of the surface course <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | 5.4 Subgrade, sub-base and base 5.4.1 General 5.4.1.1 Conventional paving <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | 5.4.1.2 Additional recommendations for permeable paving 5.4.1.2.1 General 5.4.1.2.2 System C permeable pavements <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | 5.4.2 Sub-base material for conventional paving 5.4.2.1 Unbound sub-base material for conventional paving 5.4.2.2 Bound sub-base material for conventional paving 5.4.3 Sub-base material for permeable paving 5.4.3.1 Geotextile laid between sub-base and subgrade 5.4.3.2 Unbound sub-base material for permeable paving <\/td>\n<\/tr>\n | ||||||
| 24<\/td>\n | 5.4.3.3 Bound sub-base material for permeable paving <\/td>\n<\/tr>\n | ||||||
| 25<\/td>\n | 5.4.3.4 Asphalt concrete as a permeable base or sub-base layer 5.4.4 Bound base materials for conventional paving 5.4.5 Drainage 5.4.5.1 General <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | 5.4.5.2 Provision of secondary drainage to bedding layer over an impermeable base 5.4.6 Sub-base and base compaction <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | 5.4.7 Damp-proof membranes for structural slabs 5.5 Restraint 5.5.1 Edge restraint 5.5.2 Temporary restraints in unbound surface construction <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | 5.6 Movement joints in bound surface construction 5.6.1 General 5.6.2 Materials 5.6.3 Expansion joints 5.6.4 Contraction joints <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | 6 Materials 6.1 General 6.2 Bedding materials for unbound surface construction 6.2.1 General 6.2.2 Conventional paving 6.2.2.1 Conventional paving with concrete, clay and sawn sided stone paving units in all site categories <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | 6.2.2.2 Conventional paving with concrete, clay and sawn sided stone paving units in site categories 0 to 4 only 6.2.2.3 Conventional paving with cropped\/cleft stone paving units 6.2.3 Permeable paving 6.2.4 Moisture content <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | 6.3 Joint filling materials for unbound surface construction 6.3.1 General 6.3.2 Conventional paving 6.3.2.1 Conventional paving with concrete, clay and sawn sided stone paving units 6.3.2.2 Conventional paving with cropped\/cleft stone paving units 6.3.2.2.1 General 6.3.2.2.2 Fine topping material <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | 6.3.3 Permeable paving 6.4 Bedding materials for bound surface construction 6.4.1 Bonding slurry primer 6.4.2 Bedding mortar 6.4.3 Site-batched non-proprietary bedding mortar <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | 6.5 Joint filling materials for bound surface construction 6.5.1 Slurry grout jointing mortar <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | 6.5.2 Site-batched non-proprietary jointing mortar 7 Laying paving units 7.1 General 7.2 Preparation of bedding layer 7.2.1 General <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | 7.2.2 Tolerances and levels 7.3 Laying pattern 7.3.1 Rectangular paving units <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | 7.3.2 Non-rectangular and irregularly shaped paving units 7.4 Installation of paving with unbound surface construction 7.4.1 General 7.4.2 Installation of bedding for unbound surface construction 7.4.2.1 Pre-cast concrete, clay and sawn sided stone paving units <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | 7.4.2.2 Cropped\/cleft or textured side paving units 7.4.2.3 Permeable paving 7.4.3 Installation of paving units for unbound surface construction 7.4.3.1 General <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | 7.4.3.2 Joint widths for unbound surface construction 7.4.3.2.1 Conventional paving 7.4.3.2.2 Permeable paving 7.4.3.3 Cropped\/cleft or textured side paving units (e.g. granite) <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | 7.4.4 Jointing and void filling material for unbound surface construction 7.4.4.1 Conventional paving 7.4.4.1.1 General 7.4.4.1.2 Pre-cast concrete, clay and sawn sided stone paving units 7.4.4.1.3 Cropped\/cleft sided paving units 7.4.4.2 Permeable paving 7.4.5 Compaction of paving units into the bedding layer for unbound surface construction <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | 7.4.6 Joint filling after compaction of paving units into the bedding layer 7.4.7 Secondary compaction of the surface course 7.4.8 Construction in adverse weather conditions for unbound surface construction <\/td>\n<\/tr>\n | ||||||
| 43<\/td>\n | 7.4.9 Additional work after early trafficking for unbound surface construction 7.4.9.1 General 7.4.9.2 Conventional paving 7.4.9.3 Permeable paving 7.5 Bound surface construction \u2013 Laying paving units on mortar 7.5.1 General <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | 7.5.2 Construction in adverse weather conditions 7.5.3 Surface preparation of sub-base or base 7.5.3.1 Bound surface course laid upon a concrete or other hydraulically bound base 7.5.3.2 Bound surface course laid upon an asphalt concrete base 7.5.3.3 Bound surface course laid over an unbound sub-base or base 7.5.4 Bedding for bound construction 7.5.4.1 Moist bed with vibratory compaction <\/td>\n<\/tr>\n | ||||||
| 45<\/td>\n | 7.5.4.2 Moist bed with full depth slurry joint 7.5.4.3 Plastic mix laying 7.5.4.4 Plastic mix laying in conjunction with the application of bonding mortar 7.5.5 Joint construction using mortar 7.5.5.1 Filling of joints using a pourable mortar slurry grout <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | 7.5.5.2 Filling of joints using a plastic non-proprietary jointing mortar (site categories 0 to 4) 7.5.6 Protection and curing 7.5.7 Site testing 7.5.7.1 Bedding mortar <\/td>\n<\/tr>\n | ||||||
| 47<\/td>\n | 7.5.7.2 Jointing mortar 7.5.8 Early trafficking for bound surface construction 7.6 Cutting and trimming 7.6.1 General <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | 7.6.2 Trimming and laying around obstructions <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | 8 Laying natural stone, precast concrete and clay kerb units 8.1 Forms of construction 8.1.1 General 8.1.2 Laying units on a kerb race 8.1.3 Laying units on an edge beam or existing carriageway base <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | 8.1.4 Laying units on the surface layer 8.2 Construction details 8.3 Jointing 8.4 Reinstatement <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | 8.5 Pavement layouts for vehicle crossings 9 Construction of steps 9.1 Forms of construction 9.1.1 Monolithic precast concrete or natural stone steps 9.1.1.1 General <\/td>\n<\/tr>\n | ||||||
| 52<\/td>\n | 9.1.1.2 Monolithic steps laid onto fresh concrete 9.1.1.3 Monolithic steps laid onto a profiled concrete foundation 9.1.2 Steps clad using modular paving units 9.2 Jointing 9.2.1 General 9.2.2 Monolithic precast concrete or natural stone steps <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | 9.2.3 Steps clad using modular paving units 10 Structural maintenance and repair 10.1 General 10.2 Opening of surface layer 10.2.1 Opening of modular paving surfaces in unbound construction <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | 10.2.2 Opening of modular paving surfaces in bound construction 10.3 Reinstatement of foundation layer in trench and openings 10.3.1 General 10.3.2 Unbound construction 10.3.3 Bound construction 10.3.4 Foamed concrete <\/td>\n<\/tr>\n | ||||||
| 55<\/td>\n | 10.4 Reinstatement of surface layer 10.4.1 Unbound and permeable construction 10.4.1.1 Preparation before laying 10.4.1.2 Laying of paving units 10.4.2 Bound construction 10.4.2.1 Preparation before laying 10.4.2.2 Laying of paving units <\/td>\n<\/tr>\n | ||||||
| 56<\/td>\n | 10.4.3 Reinstatement of damaged or lost jointing mortar between adjacent units in bound pavements 11 Cleaning and protection from staining of modular paving 11.1 Cleaning 11.1.1 General 11.1.1.1 Maintaining slip resistance of pavement surfaces <\/td>\n<\/tr>\n | ||||||
| 57<\/td>\n | 11.1.1.2 Cleaning chemicals 11.1.1.3 Temperature 11.1.1.4 Agitation 11.1.2 Specific contaminants 11.1.2.1 General dirt and soiling <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | 11.1.2.2 Moss, lichens and algae 11.1.2.3 Rust stains 11.1.2.4 Oil stains <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | 11.1.2.5 Bitumen stains 11.1.2.6 Graffiti and paint stains 11.1.2.7 Epoxy and polyester stains 11.1.2.8 Smoke, fire and tobacco stains 11.1.2.9 Beverage stains <\/td>\n<\/tr>\n | ||||||
| 60<\/td>\n | 11.1.2.10 Chewing gum 11.1.2.11 Scuff marks from vehicle tyres 11.1.2.12 Efflorescence 11.1.2.12.1 General 11.1.2.12.2 Efflorescence associated with clay products <\/td>\n<\/tr>\n | ||||||
| 61<\/td>\n | 11.1.2.13 Cement staining 11.1.3 Cleaning and sweeping using mechanical sweepers on pavements <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | 11.2 Protection 11.3 Health and safety <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS 7533-102. Pavements constructed with clay, natural stone or concrete paving units. Part 102. Code of practice for the construction and maintenance of pavements using modular paving units<\/b><\/p>\n |