{"id":381427,"date":"2024-10-20T03:11:29","date_gmt":"2024-10-20T03:11:29","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-7533-1012021\/"},"modified":"2024-10-26T05:47:36","modified_gmt":"2024-10-26T05:47:36","slug":"bs-7533-1012021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-7533-1012021\/","title":{"rendered":"BS 7533-101:2021"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
7<\/td>\nForeword <\/td>\n<\/tr>\n
9<\/td>\n1 Scope
2 Normative references <\/td>\n<\/tr>\n
11<\/td>\n3 Terms, definitions and abbreviated terms <\/td>\n<\/tr>\n
16<\/td>\nFigure 1 \u2014 Pavement layers
Figure 2 \u2014 Pavement layers over a structural slab <\/td>\n<\/tr>\n
17<\/td>\n4 General design criteria
4.1 Design options
4.2 Evaluation of traffic <\/td>\n<\/tr>\n
18<\/td>\nTable 1 \u2014 Standard axles per commercial vehicle
Table 2a \u2014 Traffic categories for unbound construction <\/td>\n<\/tr>\n
19<\/td>\nTable 2b \u2014 Traffic categories for bound construction <\/td>\n<\/tr>\n
20<\/td>\nTable 3 \u2014 Recommended maximum traffic categories for paving unit types
4.3 Slip\/skid resistance for concrete, clay and stone paving units <\/td>\n<\/tr>\n
21<\/td>\nTable 4 \u2014 Recommended USRV and PPV\/PSRV for concrete, clay and stone paving units
5 Materials
5.1 Foundation materials
5.2 Base materials <\/td>\n<\/tr>\n
22<\/td>\n5.3 Laying course materials for unbound surface construction
Table 5 \u2014 Grading of laying course for unbound laying material in all traffic categories
Table 6 \u2014 Fines content of unbound laying course material <\/td>\n<\/tr>\n
23<\/td>\nTable 7 \u2014 Grading for unbound laying course material for natural stone slabs in all traffic categories and cropped natural stone setts in traffic categories 1 to 4
Table 8 \u2014 Grading for unbound laying course material for cropped natural stone setts in traffic categories 5 to 9
5.4 Laying course materials for bound surface construction <\/td>\n<\/tr>\n
24<\/td>\nTable 9 \u2014 Bedding mortar characteristics <\/td>\n<\/tr>\n
25<\/td>\nTable 10 \u2014 Recommended aggregate properties for site-batched non-proprietary bedding mortar
5.5 Jointing materials for unbound surface construction
Table 11 \u2014 Grading for jointing material for concrete, clay and sawn sided stone paving units <\/td>\n<\/tr>\n
26<\/td>\n5.6 Jointing materials for bound surface construction
Table 12 \u2014 Jointing mortar characteristics
5.7 Paving units <\/td>\n<\/tr>\n
29<\/td>\nTable 13 \u2014 Maximum recommended abrasion resistance A) <\/td>\n<\/tr>\n
30<\/td>\nTable 14 \u2014 Maximum recommended water absorption A)
5.8 Kerbs <\/td>\n<\/tr>\n
31<\/td>\n6 Design
6.1 Subgrade assessment
Table 15 \u2014 Estimated CBR values based on equilibrium suction-index <\/td>\n<\/tr>\n
33<\/td>\n6.2 Foundation design
Table 16 \u2014 Foundation design thickness \u2013 sub-base only design <\/td>\n<\/tr>\n
34<\/td>\nTable 17 \u2014 Foundation design thickness \u2013 Sub-base on capping design <\/td>\n<\/tr>\n
35<\/td>\n6.3 Frost susceptibility
6.4 Types of construction <\/td>\n<\/tr>\n
36<\/td>\n6.5 Concrete blocks, clay pavers and unbound sawn-sided stone setts <\/td>\n<\/tr>\n
37<\/td>\nTable 18 \u2014 Concrete block, clay paver and unbound sawn-sided sandstone sett design thicknesses <\/td>\n<\/tr>\n
38<\/td>\nTable 19 \u2014 Recommended maximum traffic categories for typical laying patterns
6.6 Concrete flags and stone slabs <\/td>\n<\/tr>\n
39<\/td>\nTable 20 \u2014 Minimum flag thickness for Bound B installation only
Table 21 \u2014 Maximum recommended traffic categories for standard concrete flag designations <\/td>\n<\/tr>\n
40<\/td>\nTable 22 \u2014 Stone slab and concrete flag design load
Table 23 \u2014 Surface construction factor for stone slab and non-standard concrete flag design
Table 24 \u2014 Base design thickness for flags and slabs <\/td>\n<\/tr>\n
41<\/td>\n6.7 Natural stone setts <\/td>\n<\/tr>\n
42<\/td>\nTable 25 \u2014 Minimum sett width
Table 26 \u2014 Pattern factor for laying patterns using natural stone setts <\/td>\n<\/tr>\n
43<\/td>\nTable 27 \u2014 Unfactored module thickness (T)
Table 28 \u2014 Base design thickness for natural stone setts laid unbound and bound <\/td>\n<\/tr>\n
44<\/td>\nTable 29 \u2014 Joint widths for cropped setts laid unbound
Table 30 \u2014 Minimum joint widths for setts laid bound
6.8 Kerbing and linear drainage <\/td>\n<\/tr>\n
45<\/td>\nTable 31 \u2014 Concrete for kerb bases
Table 32 \u2014 Kerb bedding mortar <\/td>\n<\/tr>\n
46<\/td>\n6.9 Construction over a structural deck
6.10 Management of moisture in the pavement structure
7 Pavement overlay design
7.1 Evaluation of existing pavement <\/td>\n<\/tr>\n
47<\/td>\n7.2 Determination of overlay feasibility <\/td>\n<\/tr>\n
48<\/td>\nTable 33 \u2014 Material conversion factors (MCF) for evaluating highway pavement materials
Table 34 \u2014 Condition factor CF1
Table 35 \u2014 Condition factor CF2
8 Construction details
8.1 Restraint <\/td>\n<\/tr>\n
49<\/td>\n8.2 Surface falls and drainage
Table 36 \u2014 Recommended surface gradients
8.3 Detailing around curves and corners
8.4 Vehicular crossings
8.5 Detailing around features <\/td>\n<\/tr>\n
50<\/td>\n8.6 Steps using modular paving units <\/td>\n<\/tr>\n
51<\/td>\n8.7 Movement joints <\/td>\n<\/tr>\n
54<\/td>\nAnnex A (normative)\u2002 Conditions to be applied to the test procedure specified in BS EN 1097\u20111:2011 for determination of the resistance to wear (modified micro-Deval) of laying course material for unbound construction <\/td>\n<\/tr>\n
55<\/td>\nAnnex B (normative)\u2002 A simple permeameter test <\/td>\n<\/tr>\n
56<\/td>\nAnnex C (informative)\u2002 Factory production control test for proprietary bedding mortar <\/td>\n<\/tr>\n
57<\/td>\nAnnex D (informative)\u2002 Commentary on natural stone properties <\/td>\n<\/tr>\n
60<\/td>\nAnnex E (informative)\u2002 Examples of laying patterns
Figure E.1 \u2014 Concrete block, clay paver and sett laying patterns <\/td>\n<\/tr>\n
61<\/td>\nFigure E.2 \u2014 Typical concrete block, clay paver and sawn sett edge details
Figure E.3 \u2014 Examples of laying patterns that incorporate complimentary fittings <\/td>\n<\/tr>\n
62<\/td>\nFigure E.4 \u2014 Inboard cuts and half cuts adjacent to a single stretcher course <\/td>\n<\/tr>\n
63<\/td>\nFigure E.5 \u2014 Examples of laying patterns for natural stone setts <\/td>\n<\/tr>\n
64<\/td>\nFigure E.6 \u2014 Concrete flag and stone sett laying patterns for bound and unbound construction
Annex F (informative)\u2002 Examples of the minimum thickness of natural stone slabs laid bound or unbound in all appropriate traffic categories
Table F.1 \u2014 Stone slabs \u2264600 mm (unbound) with flexural strength 8.0 MPa <\/td>\n<\/tr>\n
65<\/td>\nTable F.2 \u2014 Stone slabs \u2264600 mm (unbound) with flexural strength 12.0 MPa
Table F.3 \u2014 Stone slabs \u2264600 mm (unbound) with flexural strength 15.0 MPa
Table F.4 \u2014 Stone slabs \u2264600 mm (unbound) with flexural strength 25.0 MPa
Table F.5 \u2014 Stone slabs >600 mm (unbound) with flexural strength 8.0 MPa
Table F.6 \u2014 Stone slabs >600 mm (unbound) with flexural strength 12.0 MPa <\/td>\n<\/tr>\n
66<\/td>\nTable F.7 \u2014 Stone slabs >600 mm (unbound) with flexural strength 15.0 MPa
Table F.8 \u2014 Stone slabs >600 mm (unbound) with flexural strength 25.0 MPa
Table F.9 \u2014 Stone slabs \u2264600 mm (Bound system A) with flexural strength 8.0 MPa
Table F.10 \u2014 Stone slabs \u2264600 mm (Bound system A) with flexural strength 12.0 MPa <\/td>\n<\/tr>\n
67<\/td>\nTable F.11 \u2014 Stone slabs \u2264600 mm (Bound system A) with flexural strength 15.0 MPa
Table F.12 \u2014 Stone slabs \u2264600 mm (Bound system A) with flexural strength 25.0 MPa
Table F.13 \u2014 Stone slabs >600 mm (Bound system A) with flexural strength 8.0 MPa
Table F.14 \u2014 Stone slabs >600 mm (Bound system A) with flexural strength 12.0 MPa
Table F.15 \u2014 Stone slabs >600 mm (Bound system A) with flexural strength 15.0 MPa
Table F.16 \u2014 Stone slabs >600 mm (Bound system A) with flexural strength 25.0 MPa <\/td>\n<\/tr>\n
68<\/td>\nTable F.17 \u2014 Stone slabs (Bound system B) with flexural strength 8.0 MPa
Table F.18 \u2014 Stone slabs (Bound system B) with flexural strength 12.0 MPa
Table F.19 \u2014 Stone slabs (Bound system B) with flexural strength 15.0 MPa
Table F.20 \u2014 Stone slabs (Bound system B) with flexural strength 25.0 MPa <\/td>\n<\/tr>\n
69<\/td>\nAnnex G (informative)\u2002 Typical sett thickness for various traffic categories <\/td>\n<\/tr>\n
70<\/td>\nTable G.1 \u2014 Minimum design thickness for unbound surface construction using cropped setts <\/td>\n<\/tr>\n
71<\/td>\nTable G.2 \u2014 Minimum design thickness for bound surface construction system A using natural stone setts <\/td>\n<\/tr>\n
72<\/td>\nTable G.3 \u2014 Minimum design thickness for bound surface construction system B using natural stone setts <\/td>\n<\/tr>\n
73<\/td>\nAnnex H (informative)\u2002 Procedure for determining the design depth of setts with length greater than twice the width <\/td>\n<\/tr>\n
74<\/td>\nAnnex I (informative)\u2002 Typical edge restraint and linear drainage details
Figure I.1 \u2014 Example of intermediate restraint between areas of construction (light traffic)
Figure I.2 \u2014 Example of intermediate restraint between areas of construction (light traffic) <\/td>\n<\/tr>\n
75<\/td>\nFigure I.3 \u2014 Example of transition restraint between modular construction and different construction
Figure I.4 \u2014 Example of visible concrete transition restraint between modular construction and different construction <\/td>\n<\/tr>\n
76<\/td>\nFigure I.5 \u2014 Example of a hidden concrete transition between modular construction and different construction
Figure I.6 \u2014 Example of a deep channel transition restraint between modular construction and different construction <\/td>\n<\/tr>\n
77<\/td>\nFigure I.7 \u2014 Example of a shallow channel transition restraint between modular construction and different construction
Figure I.8 \u2014 Example of a linear drainage channel interface with an unbound modular pavement <\/td>\n<\/tr>\n
78<\/td>\nFigure I.9 \u2014 Typical details around types of drainage channels in unbound modular paving <\/td>\n<\/tr>\n
79<\/td>\nFigure I.10 \u2014 Example of a linear drainage channel in bound construction modular paving, employing low modulus movement joints to protect drainage channel from thermal movement in adjacent paving (transverse joint)
Annex J (informative)\u2002 Pavement overlay worked examples
Table J.1 \u2014 Overlay example existing pavement layers <\/td>\n<\/tr>\n
80<\/td>\nTable J.2 \u2014 Overlay example determination of existing equivalent asphalt thickness
Table J.3 \u2014 Overlay example determination of required equivalent asphalt thickness
Table J.4 \u2014 Inlay example existing pavement layers <\/td>\n<\/tr>\n
81<\/td>\nTable J.5 \u2014 Inlay example determination of existing equivalent asphalt thickness
Table J.6 \u2014 Inlay example determination of required equivalent asphalt thickness <\/td>\n<\/tr>\n
82<\/td>\nAnnex K (informative)\u2002 Typical construction details
Figure K.1 \u2014 Trimming around obstructions \u2013 detail at ironwork <\/td>\n<\/tr>\n
83<\/td>\nFigure K.2 \u2014 Example of a ramped crossing <\/td>\n<\/tr>\n
84<\/td>\nFigure K.3 \u2014 Example of a dropped crossing
Figure K.4 \u2014 Example of a run-out corner <\/td>\n<\/tr>\n
85<\/td>\nFigure K.5 \u2014 Example of a new town corner
Figure K.6 \u2014 Example of a bonded corner <\/td>\n<\/tr>\n
86<\/td>\nFigure K.7 \u2014 Example of a splayed corner
Figure K.8 \u2014 Example of a profile of a step constructed using small paving units <\/td>\n<\/tr>\n
87<\/td>\nFigure K.9 \u2014 Example of a monolithic step laid onto a profiled concrete foundation (step on step)
Figure K.10 \u2014 Example of a monolithic step laid onto a profiled concrete foundation (step behind step) <\/td>\n<\/tr>\n
88<\/td>\nFigure K.11 \u2014 Example of a flag\/slab tread and riser laid onto a profiled concrete foundation
Annex L (informative)\u2002 Typical movement joint details
Figure L.1 \u2014 Example of an induced contraction joint in bound surface construction <\/td>\n<\/tr>\n
89<\/td>\nFigure L.2 \u2014 Example of a pavement expansion joint using shallow channels
Figure L.3 \u2014 Example of a pavement expansion joint using deep channels <\/td>\n<\/tr>\n
90<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Pavements constructed with clay, concrete or natural stone paving units – Code of practice for the structural design of pavements using modular paving units<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2021<\/td>\n92<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":381433,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1258,2641],"product_tag":[],"class_list":{"0":"post-381427","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-100-30","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/381427","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/381433"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=381427"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=381427"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=381427"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}