BS-EN-12697-13-2000.pdf

BRITISH STANDARD BS EN 12697-13:2000 Incorporating Corrigendum No. 1 Bituminous mixtures Test methods for hot mix asphalt Part 13: Temperature measurement The European Standard EN 12697-13:2000 has the status of a British Standard ICS 91.100.50; 93.080.20 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 09:59:30 GMT+00:00 2006, Uncontrolled Copy, (c) BSI BS EN 12697-13:2000 This British Standard, having been prepared under the direction of the Sector Committee for Building and Civil Engineering, was published under the authority of the Standards Committee and comes into effect on 15 December 2000 © BSI 08-2001 ISBN 0 580 36311 2 National foreword This British Standard is the official English language version of EN 12697-13:2000, including corrigendum February 2001. The UK participation in its preparation was entrusted by Technical Committee B/510, Road materials to Subcommittee B/510/1, Coated macadam and hot mix asphalt, which has the responsibility to: A list of organizations represented on this subcommittee can be obtained on request to its secretary. Cross-references The British Standards which implement these international or European publications may be found in the BSI Standards Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Find” facility of the BSI Standards Electronic Catalogue. A British Standard does not purport to include all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 8, an inside back cover and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. DateComments 13172 Corrigendum No. 1 August 2001 Change to date of withdrawal of conflicting national standards in EN foreword Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 09:59:30 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM EN 12697-13 October 2000 ICS 17.200.10; 93.080.20 English version traP - tlahpsa xim toh rof sdohtem tseT - serutxim suonimutiB tnemerusaem erutarepmeT :31 This European Standard was approved by CEN on 4 October 2000. CEN members are bound 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 Central Secretariat 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 Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG Central Secretariat: rue de Stassart, 36 B-1050 Brussels © 2000 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12697-13:2000 E Inrocparoting rroCeginudm uAugst 2001 Inrocaropitng rroCegindum uAugst 2001 Bisuonimut ximtseru seT t temhsdo rof toh xim lahpsa t pmeT :31 traPerutare tnemerusaem traP - tlahpsa xim toh rof sdohtem tseT - serutxim suonimutiB 13: Temperature measurement Bituminous mixtures Test methods for hot mix asphalt Part 13: Temperature measurement RUEOAEPN DRADNATS PORUE EMRONENNEÉ RUEOPÄISRON EHCM 216 NE342- uAguts 9917 1A + aJnuary 0002 .31 SCI.04302Incorporating Corrigendum February 2001 Descrirotps: giHh vogatl,e retlangnita vogatl,e saytef uqeinemp,t netsnoi decettro, repfronamce evaloitaun, etsts nEgsilh vesrnoi Bisuonimut ximtseru seT t temhsdo rof toh xim lahpsa t pmeT :31 traPerutare tnemerusaem rTs xuavaosu tesnion Détetcsrue snet ed noi raPtei :2 pyTe séristfi opu rusega sued rsnet snois etlaitanrves de 63 à Vk 1 Vk (icndnemal tuleme0002:1A tn) IEC( 216:2-34+ 5991 1:1A,999 mofidi)eé ebrAtnu netiapS regnunn pSsgnunnaprüfer eTil 2: eRistsive (ohmcshe) suAfrhüf negnuür ceWhseslpanegnunn 1 nov sib Vk k 63V (ehtnält dnÄeurgn :1A)0002 (ICE -3421691:2+ 59 :1A,9991 domifieizrt) CENELEC members rae hte naitnola lecetrtocehnicac lommittees fo Austri,a eBgluiD ,menm,kra niFland, arFnecG ,enamry, GreeececI ,lnad, erIlnad, tIyla, xuLeobmugreN ,ehtr,sdnal oNwryaoP ,gutrS ,lapaiwS ,nedenwS ,tiezdna dnalr inUtiK dedgno.m 91 ©79 NECCELE lA gir lhst of exploitation ni nay fona mrd yb nay emnas serevred wolrdwdie for NECELEC emebmr.sRef. NoNE . 63421-291:+ 79 :1A002E 0 Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 09:59:30 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 2 EN 12697-13:2000 Contents Page Foreword. 3 1Scope. 6 2Principle. 6 3Apparatus 6 4Procedure 7 5Test report. 7 6Precision 8 Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 09:59:30 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 3 EN 12697-13:2000 Foreword This ruEtS naeporadnarp neeb sah drapeyb de Teinhclac immoCtt/NEC eeTC “ 722Rdao tamerila“s, trces ehteraiat w fohici hs lehyb d ID.N This ruEtS naeporadnalahs dl ig ebvt nets ehtatan a fo suilano tsradna,d ietreh yb lbupictaion i na fotnedicla text ro yb rodnetnemes, ta tl ehatets yb rpAil ,1002 lfnoc dnaictitan gnilano tsradnalahs sdl w ebitrdhwata n tl ehatets yb rpAil .1002 This ruEtS naeporadnai ds res a fo enoits fo seradnal sa sdistet lebwo: EN 12697-1, Bituminous mixtures - Test methods for hot mix asphalt - Part 1: Soluble binder content prEN 12697-2, Bituminous mixtures - Test methods for hot mix asphalt - Part 2: Particle size distribution EN 12697-3, Bituminous mixtures -Test methods for hot mix asphalt - Part 3: Binder recovery: Rotary evaporator EN 12697-4, Bituminous mixtures - Test methods for hot mix asphalt - Part 4: Binder recovery: Fractionating column prEN 12697-5, Bituminous mixtures - Test methods for hot mix asphalt - Part 5: Determination of the maximum density prEN 12697-6, Bituminous mixtures - Test methods for hot mix asphalt - Part 6: Determination of bulk density of bituminous specimen by hydro-static method prEN 12697-7, Bituminous mixtures - Test methods for hot mix asphalt - Part 7: Determination of bulk density of bituminous specimens by gamma rays prEN 12697-8, Bituminous mixtures - Test methods for hot mix asphalt - Part 8: Determination of the air voids content of bituminous materials prEN 12697-9, Bituminous mixtures - Test methods for hot mix asphalt - Part 9: Determination of the reference density, gyrator compactor prEN 12697-10, Bituminous mixtures - Test methods for hot mix asphalt - Part 10: Compactibility prEN 12697-11, Bituminous mixtures - Test methods for hot mix asphalt - Part 11: Determination of the affinity between aggregates and binders prEN 12697-12, Bituminous mixtures - Test methods for hot mix asphalt - Part 12: Determination of the water sensitivity of specimen EN 12697-13, Bituminous mixtures - Test methods for hot mix asphalt - Part 13: Temperature measurement EN 12697-14, Bituminous mixtures - Test methods for hot mix asphalt - Part 14: Water content prEN 12697-15, Bituminous mixtures - Test methods for hot mix asphalt - Part 15: Determination of the segregation sensitivity of bituminous mixtures prEN 12697-16, Bituminous mixtures - Test methods for hot mix asphalt Part 16: Abrasion by studded tyres This European Standard 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 endorsement, at the latest by April 2001, and conflicting national standards shall be withdrawn at the latest by December 2003. This European Standard is one of a series of standards as listed below:. Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 09:59:30 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 4 EN 12697-13:2000 prEN 12697-17, Bituminous mixtures - Test methods for hot mix asphalt Part 17: Particle loss of specimen prEN 12697-18, Bituminous mixtures - Test methods for hot mix asphalt - Part 18: Binder drainage from porous asphalt prEN 12697-19, Bituminous mixtures - Test methods for hot mix asphalt Part 19: Permeability of specimen prEN 12697-20, Bituminous mixtures - Test methods for hot mix asphalt - Part 20: Indentation using cube or marshall specimen prEN 12697-21, Bituminous mixtures - Test methods for hot mix asphalt - Part 21: Indentation using plate specimen prEN 12697-22, Bituminous mixtures - Test methods for hot mix asphalt - Part 22: Wheel tracking test prEN 12697-23, Bituminous mixtures - Test methods for hot mix asphalt - Part 23: Indirect tensile test prEN 12697-24, Bituminous mixtures - Test methods for hot mix asphalt - Part 24: Resistance to fatique prEN 12697-25, Bituminous mixtures - Test methods for hot mix asphalt Part 25: Dynamic creep test prEN 12697-26, Bituminous mixtures - Test methods for hot mix asphalt Part 26 : Stiffness EN 12697-27, Bituminous mixtures - Test methods for hot mix asphalt - Part 27: Sampling EN 12697-28, Bituminous mixtures - Test methods for hot mix asphalt Part 28: Preparation of samples for determining binder content, water content and grading prEN 12697-29, Bituminous mixtures - Test methods for hot mix asphalt - Part 29: Determination of the dimensions of bituminous specimen prEN 12697-30, Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Preparation of specimen by impact compactor prEN 12697-31, Bituminous mixtures - Test methods for hot mix asphalt - Part 31: Specimen preparation, gyratory compactor prEN 12697-32, Bituminous mixtures - Test methods for hot mix asphalt - Part 32: Laboratory compaction of bituminous mixtures by a vibratory compactor prEN 12697-33, Bituminous mixtures - Test methods for hot mix asphalt Part 33: Specimen preparation, slab compactor prEN 12697-34, Bituminous mixtures - Test methods for hot mix asphalt - Part 34: Marshall test prEN 12697-35, Bituminous mixtures - Test methods for hot mix asphalt Part 35: Laboratory mixing prEN 12697-36, Bituminous mixtures - Test methods for hot mix asphalt - Part 36: Method for the determination of the thickness of a bituminous pavement prEN 12697-37, Bituminous mixtures - Test methods for hot mix asphalt - Part 37: Hot sand test for the adhesivity of binder on precoated chippings for HRA Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 09:59:30 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 5 EN 12697-13:2000 prEN 12697-38, Common equipment and calibration The applicability of this European Standard is described in the product standards for bituminous materials. No existing European Standard is superseded. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom. Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 09:59:30 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 6 EN 12697-13:2000 1Scope This European Standard describes a test method for measuring the temperature of hot bituminous mixtures after mixing and during storage, transportation and laying. This standard does not include the use of non-contact temperature-measuring devices. 2Principle A probe attached to a temperature measuring device is preheated before the temperature at stated depths in a number of locations is measured while the asphalt is in one of several different places. The average is then calculated. 3Apparatus 3.1General The temperature measuring device shall measure the temperature in intervals of 5 0C or smaller with an accuracy of ± 2 0C and be fitted with a suitable probe of which the response time is known for the temperature interval which is to be measured. The temperature measuring device and probe shall be suitable for the use in that location where the temperature is to be measured. NOTE 1 Several types of temperature measuring devices are suitable, e.g. electronic thermometers using thermocouples or thermistors or bimetallic rotary thermometers. Thermometers of the latter type, although cheapest, are possibly least satisfactory owing to their comparative flimsiness, slow response time and need for frequent recalibration. More robust models are available but robustness is associated with lengthened response time. NOTE 2 With the electronic type, the heat-sensing element is very small and is normally mounted in the tip of the probe, and therefore one probe can be used for measuring temperatures of both bulk and as laid material. Thermocouple probes available cover a large temperature range, e.g. of 400 0C, while those using thermistors are sufficiently accurate only over a limited range, e.g. of 100 0C. NOTE 3 The thermal capacity of the temperature measuring device should be as small as possible, consistent with adequate robustness, to minimize the time required to obtain a reliable reading. 3.2Devices for measuring the temperature of material in a lorry or in a heap The probe of the temperature-measuring device shall have a minimum length of 300 mm, with the sensing element positioned close to the end. 3.3Devices for measuring the temperature of material after it has been laid and before or during rolling The temperature-measuring device shall have a temperature sensitive element small enough to be completely buried within the bituminous material, which has been laid. Licensed Copy: sheffieldun sheffieldun, na, Sat Oct 28 09:59:30 GMT+00:00 2006, Uncontrolled Copy, (c) BSI Page 7 EN 12697-13:2000 4Procedure 4.1Conditioning of instrument Allow the probe to the temperature-measuring device to heat up to the appropriate temperature of the material by placing it in one position and then quickly moving it to another position to obtain the first measurement. NOTE The insertion of a cold probe of relatively high thermal capacity w