EN 13286-2-2010 en Unbound and hydraulically bound mixtures - Part 2 Test methods for laboratory reference density and water content - Proctor compaction (Incorporating corrigendum.pdf

1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 13286-2:2010Unbound and hydraulicallybound mixturesPart 2: Test methods for laboratoryreference density and water content Proctor compactionBS EN 13286-2:2010Incorporating

2、corrigendum November 2012BS EN 13286-2:2010 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13286-2:2010, incorporating corrigendum November 2012. It supersedes BS EN 13286-2:2004 which is withdrawn.The UK participation in its preparation was entrusted to Techni

3、cal Committee B/510/4, Cementitious bound materials, unbound granular materials, waste materials and marginal materials.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to include all the necessary provisions of a con

4、tract. Users are responsible for its correct application. The British Standards Institution 2013.Published by BSI Standards Limited 2013ISBN 978 0 580 81503 4ICS 93.080.20Compliance with a British Standard cannot confer immunity from legal obligations.This British Standard was published under the au

5、thority of the Standards Policy and Strategy Committee on 31 October 2010.Amendments/corrigenda issued since publicationDate Text affected30 April 2013 Implementation of CEN corrigendum November 2012: Annex B.5.4 revisedBS EN 13286-2:2010EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13286-2 S

6、eptember 2010 ICS 93.080.20 Supersedes EN 13286-2:2004English Version Unbound and hydraulically bound mixtures - Part 2: Test methods for laboratory reference density and water content - Proctor compaction Mlanges traits et mlanges non traits - Partie 2: Mthodes dessai de dtermination en laboratoire

7、 de la masse volumique de rfrence et de la teneur en eau - Compactage Proctor Ungebundene und hydraulisch gebundene Gemische - Teil 2: Laborprfverfahren zur Bestimmung der Dichte und des Wassergehaltes - Proctorversuch This European Standard was approved by CEN on 22 July 2010. CEN members are bound

8、 to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN

9、 Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same statu

10、s as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,

11、 Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2010 CEN All rights of exploitation in any form and by any means rese

12、rved worldwide for CEN national Members. Ref. No. EN 13286-2:2010: EIncorporating corrigendum November 2012BS EN 13286-2:2010EN 13286-2:2010 (E) 2 Contents page Foreword 31 Scope 52 Normative references 53 Terms and definitions .54 Principle 65 Apparatus .66 Preparation 106.1 General . 106.2 Samples

13、 for compaction tests . 116.3 Preliminary assessment . 116.4 Mixtures totally passing the 16 mm test sieve 116.5 Mixtures not totally passing the 16 mm test sieve 116.5.1 Mixtures totally passing the 31,5 mm test sieve . 116.5.2 Mixtures 75 % to 100 % passing the 31,5 mm test sieve and totally passi

14、ng the 63 mm test sieve . 126.5.3 Mixtures with an oversize 25 % by mass on the 31,5 mm test sieve and 75 % to 100 % passing the 63 mm test sieve 127 Procedure 127.1 Proctor test for mixtures compacted with a 2,5 kg rammer (A) in the Proctor mould (A) 127.2 Proctor test for mixtures compacted with a

15、 2,5 kg rammer (A) in the large Proctor mould (B) . 137.3 Proctor test for mixtures compacted with a 15,0 kg rammer (C) in the extra large Proctor mould (C) . 147.4 Modified Proctor test for mixtures compacted with a 4,5 kg rammer (B) in the Proctor mould (A) . 147.5 Modified Proctor test for mixtur

16、es compacted with a 4,5 kg rammer (B) in the large Proctor mould (B) . 157.6 Modified Proctor test for mixtures compacted with a 15,0 kg rammer (C) in the extra large Proctor mould (C) . 168 Calculations, plotting and expression of results 178.1 Calculations . 178.2 Plotting . 179 Test report . 18An

17、nex A (informative) Dimensions of alternative apparatus 19Annex B (normative) One point Proctor test 22Annex C (informative) Correction for oversize (material retained on the 16 mm, 31,5 mm and 63 mm test sieves) . 26Annex D (informative) Proctor test for self-draining mixtures 27BS EN 13286-2:2010E

18、N 13286-2:2010 (E) 3 Foreword This document (EN 13286-2:2010) has been prepared by Technical Committee CEN/TC 227 “Road Materials”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endor

19、sement, at the latest by March 2011, and conflicting national standards shall be withdrawn at the latest by March 2011. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifyi

20、ng any or all such patent rights. This document supersedes EN 13286-2:2004. This document is one of a series of standards as listed below. EN 13286-1, Unbound and hydraulically bound mixtures Part 1: Test methods for laboratory reference density and water content Introduction, general requirements a

21、nd sampling EN 13286-2, Unbound and hydraulically bound mixtures Part 2: Test methods for laboratory reference density and water content Proctor compaction EN 13286-3, Unbound and hydraulically bound mixtures Part 3: Test methods for laboratory reference density and water content Vibrocompression wi

22、th controlled parameters EN 13286-4, Unbound and hydraulically bound mixtures Part 4: Test methods for laboratory reference density and water content Vibrating hammer EN 13286-5, Unbound and hydraulically bound mixtures Part 5: Test methods for laboratory reference density and water content Vibratin

23、g table EN 13286-7, Unbound and hydraulically bound mixtures Part 7: Cyclic load triaxial test for unbound mixtures EN 13286-40, Unbound and hydraulically bound mixtures Part 40: Test method for the determination of the direct tensile strength of hydraulically bound mixtures EN 13286-41, Unbound and

24、 hydraulically bound mixtures Part 41: Test method for the determination of the compressive strength of hydraulically bound mixtures EN 13286-42, Unbound and hydraulically bound mixtures Part 42: Test method for the determination of the indirect tensile strength of hydraulically bound mixtures EN 13

25、286-43, Unbound and hydraulically bound mixtures Part 43: Test method for the determination of the modulus of elasticity of hydraulically bound mixtures EN 13286-44, Unbound and hydraulically bound mixtures Part 44: Test method for the determination of the alpha coefficient of vitrified blast furnac

26、e slag EN 13286-45, Unbound and hydraulically bound mixtures Part 45: Test method for the determination of the workability period of hydraulically bound mixtures BS EN 13286-2:2010EN 13286-2:2010 (E) 4 EN 13286-46, Unbound and hydraulically bound mixtures Part 46: Test method for the determination o

27、f the moisture condition value EN 13286-47, Unbound and hydraulically bound mixtures Part 47: Test methods for the determination of California bearing ratio, immediate bearing index and linear swelling EN 13286-48, Unbound and hydraulically bound mixtures Part 48: Test method for the determination o

28、f degrees of pulverisation EN 13286-49, Unbound and hydraulically bound mixtures Part 49: Accelerated swelling test for soil treated by lime and/or hydraulic binder EN 13286-50, Unbound and hydraulically bound mixtures Part 50: Method for the manufacture of test specimens of hydraulically bound mixt

29、ures using Proctor equipment or vibrating table compaction EN 13286-51, Unbound and hydraulically bound mixtures Part 51: Method for the manufacture of test specimens of hydraulically bound mixtures using vibrating hammer compaction EN 13286-52, Unbound and hydraulically bound mixtures Part 52: Meth

30、od for the manufacture of test specimens of hydraulically bound mixtures using vibrocompression EN 13286-53, Unbound and hydraulically bound mixtures Part 53: Methods for the manufacture of test specimens of hydraulically bound mixtures using axial compression According to the CEN/CENELEC Internal R

31、egulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg,

32、 Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. BS EN 13286-2:2010EN 13286-2:2010 (E) 5 1 Scope This European Standard specifies test methods for the determination of the relationship between the water content and the dry

33、 density of hydraulically bound or unbound mixtures after compaction under specified test conditions using Proctor compaction. It allows an estimate of the mixture density that can be achieved on construction sites and provides a reference parameter for assessing the density of the compacted layer o

34、f the mixture. This European Standard applies only to unbound and hydraulically bound mixtures of aggregates used in road construction and civil engineering work. It is not applicable to soils for earthworks. The results of this test method can be used as a basis for comparing mixtures before use in

35、 road construction. The test results also allow a conclusion to be drawn as to the water content at which mixtures can be satisfactorily compacted in order to achieve a given dry density. This test is suitable for mixtures with different values of upper sieve (D) size up to 63 mm and an oversize up

36、to 25 % by mass. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 933-1,

37、 Tests for geometrical properties of aggregates Part 1: Determination of particle size distribution Sieving method EN 933-2, Tests for geometrical properties of aggregates Part 2: Determination of particle size distribution Test sieves, nominal size of apertures EN 1097-5, Tests for mechanical and p

38、hysical properties of aggregates Part 5: Determination of the water content by drying in a ventilated oven EN 1097-6, Tests for mechanical and physical properties of aggregates Part 6: Determination of particle density and water absorption EN 13286-1:2003, Unbound and hydraulically bound mixtures Pa

39、rt 1: Test methods for laboratory reference density and water content Introduction, general requirements and sampling 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13286-1:2003 and the following apply. 3.1 Proctor density laboratory reference densit

40、y determined from the dry density/water content relationship obtained by the Proctor test with a specific energy of approximately 0,6 MJ/m33.2 modified Proctor density laboratory reference density determined from the dry density/water content relationship obtained by the modified Proctor test with a

41、 specific energy of about 2,7 MJ/m33.3 initial water content w0iwater content of a given mixture sample i before compaction BS EN 13286-2:2010EN 13286-2:2010 (E) 6 3.4 final water content wFiwater content of a given mixture sample i after compaction 3.5 bleeding water content wBmaximum value of the

42、initial water content for which there is no loss of water during compaction NOTE w0 wF 0,3 % 3.6 self-draining mixture mixture for which a loss of water occurs during compaction preventing the definition of a maximum dry density on the Proctor curve NOTE w0 wF 0,3 % 3.7 dry density at bleeding dBlab

43、oratory reference dry density of the self-draining mixture 4 Principle Six similar compaction tests are described, each with procedural variations related to the maximum particle size of the mixture to be investigated, the required quantity of sample and the size of the mould. In the Proctor test a

44、2,5 kg rammer is used. In the modified Proctor test a much greater degree of compaction is added by using different rammers (4,5 kg or 15 kg) and/or greater drops on thinner layer of material as in the Proctor test. The size of the compaction mould is chosen in relation to the value of D. If oversiz

45、e particles are present equivalent tests are carried out in larger moulds. If more than 25 % of material is retained on a 63 mm test sieve, the test method is not suitable. 5 Apparatus 5.1 Cylindrical test moulds, fitted with a removable extension not less than 50 mm high and a detachable steel base

46、 plate as shown in Figure 1. The mould shall have a smooth finish on inside face. The dimensions of moulds (Proctor mould (A), large Proctor mould (B) and extra large Proctor mould (C) shall be as given in Table 1. The diameter of the mould shall be at least four times of D of the mixture. Table 1 D

47、imensions of new cylindrical test moulds Proctor mould Diameter d1mm Height h1mm Thickness Wall w mm Base plate t mm A 100,0 1,0 120,0 1,0 7,5 0,5 11,0 0,5 B 150,0 1,0 120,0 1,0 9,0 0,5 14,0 0,5 C 250,0 1,0 200,0 1,0 14,0 0,5 20,0 0,5 NOTE Annex A gives details of other cylindrical test moulds which

48、 may be in current use. BS EN 13286-2:2010EN 13286-2:2010 (E) 7 Dimensions in millimetre Figure 1 Principle of Proctor mould BS EN 13286-2:2010EN 13286-2:2010 (E) 8 5.2 Compactor, consisting of a rammer which is allowed to fall freely onto a defined part of the upper surface of the mixture in the mo

49、uld. The essential requirements of the rammers shall be as given in Table 2. Table 2 Essential requirements of new rammers Rammer Essential requirements Mass of rammer mRkg Diameter of base d2mm Height of fall h2mm A 2,50 0,02 50,0 0,5 305 3 B 4,50 0,04 50,0 0,5 457 3 C 15,00 0,04 125,0 0,5 600 3 NOTE Annex A gives details of other rammers