EP0286531A1 - Verfahren zum Regenerieren von alten Strassendecken - Google Patents

Verfahren zum Regenerieren von alten Strassendecken Download PDF

Info

Publication number
EP0286531A1
EP0286531A1 EP88400817A EP88400817A EP0286531A1 EP 0286531 A1 EP0286531 A1 EP 0286531A1 EP 88400817 A EP88400817 A EP 88400817A EP 88400817 A EP88400817 A EP 88400817A EP 0286531 A1 EP0286531 A1 EP 0286531A1
Authority
EP
European Patent Office
Prior art keywords
binder
regeneration
milling
aged
members
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP88400817A
Other languages
English (en)
French (fr)
Other versions
EP0286531B1 (de
Inventor
Alain Sainton
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beugnet SA
Original Assignee
Beugnet SA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beugnet SA filed Critical Beugnet SA
Priority to AT88400817T priority Critical patent/ATE64768T1/de
Publication of EP0286531A1 publication Critical patent/EP0286531A1/de
Application granted granted Critical
Publication of EP0286531B1 publication Critical patent/EP0286531B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/065Recycling in place or on the road, i.e. hot or cold reprocessing of paving in situ or on the traffic surface, with or without adding virgin material or lifting of salvaged material; Repairs or resurfacing involving at least partial reprocessing of the existing paving
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/16Reinforcements
    • E01C11/165Reinforcements particularly for bituminous or rubber- or plastic-bound pavings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/187Repairing bituminous covers, e.g. regeneration of the covering material in situ, application of a new bituminous topping

Definitions

  • the present invention relates to a process for the cold regeneration of an aged pavement covering constituted by aggregates coated in a binder by the use of a pavement regeneration machine known per se consisting in particular of a vehicle self-propelled comprising, in the direction of advancement, milling members, kneading members of milled products with the addition of a regeneration binder as well as distribution members on the pavement of the asphalt thus treated.
  • a pavement regeneration machine known per se consisting in particular of a vehicle self-propelled comprising, in the direction of advancement, milling members, kneading members of milled products with the addition of a regeneration binder as well as distribution members on the pavement of the asphalt thus treated.
  • the roadways are covered with aggregates coated in a bituminous binder at least four centimeters thick.
  • the first and simplest is to add a layer of asphalt to the one that has aged or has suffered degradation.
  • This solution is not likely to give any satisfaction given that the new layer does not always adhere well to the old and risks to come off and that there is also a risk of leading to roadways of too great thickness, which is not without problems.
  • this solution is not capable of solving the problem of detachment of the underlying layer and is therefore not satisfactory from the angle of mechanical reinforcement.
  • Another solution consists in milling the existing asphalt which one puts at the landfill and replacing it with a new one: this process has the advantage of making it possible to obtain a roadway being at the initial level;
  • this solution is also not likely to give complete satisfaction, on the one hand, from the economic point of view, given its expensive nature, and, on the other hand, with regard to environmental protection. since it causes significant waste which can only accumulate on landfills.
  • the object of the present invention is to remedy these drawbacks by proposing a method making it possible to control at any time the progress of the various operations which follow one another during the implementation of a regeneration workshop as mentioned above, and this, as well mechanical point of view only from the chemical point of view, by acting mainly on the characteristics of the milling of the mixes, and on those of the regeneration binder added during the mixing, so as to be able to redeposit on the pavement a product whose properties are predetermined, and correspond essentially to those of the product initially deposited, before aging.
  • bituminous binders most often studied to determine the properties of these binders is the penetrability at 25 ° C (AFNOR standard NFT 66 004): to measure this, a cup containing the bituminous binder in a water bath at 25 ° C, a needle is placed on its surface carrying a weight of 100 grams and its penetration is measured for 5 seconds.
  • AFNOR standard NFT 66 004 to measure this, a cup containing the bituminous binder in a water bath at 25 ° C, a needle is placed on its surface carrying a weight of 100 grams and its penetration is measured for 5 seconds.
  • experience shows that, starting from a penetration value of between 60 and 70, the penetration of an aged binder of about 10 years old drops to around 5 to 20 tenths of a mm.
  • the object of the invention is to develop, on the basis of these theoretical considerations, a process for the cold regeneration of an aged pavement covering making it possible to redeposit on the pavement a regenerated covering whose characteristics are the closest possible from those of the coating initially deposited.
  • the process according to the invention is characterized in that, in a first phase, the characteristics of the aged asphalt are determined in the laboratory, in particular the nature of the aggregates as well as the content and the characteristics of the binder, then, from the values thus determined, the characteristics and the content of the regeneration binder to be added during the use of the regeneration machine are calculated at the level of the mixing members.
  • the regeneration operation is carried out using the regeneration machine by milling the coating aged over a predetermined thickness using milling members known in themselves constituted by at least one milling rotor disposed in a decohesion chamber provided with decohesion bars and constituted by a drive tube disposed substantially transversely to the direction of advance of the machine and on which are wound turns each carrying a series of teeth in particular nt provided with tungsten carbide tips, so as to obtain a crumbling of the milling, then, by bringing the milling thus treated to the level of the kneading members where the regeneration binder is added whose characteristics have been determined during the first phase of the process then the coating thus regenerated is brought to the distribution members which deposit it on the roadway.
  • milling members known in themselves constituted by at least one milling rotor disposed in a decohesion chamber provided with decohesion bars and constituted by a drive tube disposed substantially transversely to the direction of advance of the machine and on which are wound turns each carrying a series of teeth in
  • This process therefore makes it possible to fully control the characteristics of the coating deposited at the end of treatment to make them correspond to a large extent to those of the initial coating thanks to the use, in combination, of mechanical means (particular characteristics of the milling members and mixing) to obtain a crumbling of milled products unrelated to the coarse grinding obtained with traditional milling bodies) and chemical means allowing a rational choice of the quantity and characteristics of the regeneration binder added during mixing.
  • the regeneration binder is constituted by a bitumen or a mixture of bitumens with high penetrability and heavy oils with naphtheno-aromatic character and and distinguished from conventional bitumens of similar consistency by contents in weak asphaltenes and strong aromatic compounds.
  • regeneration binders which can be advantageously used within the framework of the process according to the invention
  • products marketed by the company SHELL under the trade name, RJO 100, RJO 200, RJO 400, RJO 800, RJO 1002.
  • Other products which can also be used for a similar purpose including the products marketed by ESSO under the trade names FLEXON 110 and FLEXON 150.
  • about 10% of a wetting agent is added to the regeneration binder capable of accelerating the process of decohesion of the milled product by softening the aged binder.
  • This wetting agent which consists of an essentially aromatic solvent and whose flash point in a closed cup (standard NFT 60 103) is greater than 50 (aromatic content between 50 and 100%), is not an integral part regeneration binder, but has a chemical action on the straw which it promotes crumbling.
  • wetting agent As an example of a wetting agent, mention may be made of the product sold by the company ESSO under the name HAN 8070.
  • the total amount of regeneration binder to be added to the milling material at the level of the kneading members is calculated by the formula (I) and the penetrability of this binder by formula (II) formulas in which: Xn represents the binder content chosen in the mix after recycling (parts per hundred parts of aggregates). Xv the binder content of the aged mix (parts per hundred parts of aggregates) y the percentage of regeneration binder in the asphalt binder after recycling Pr the penetration of the regeneration binder Pn the penetrability chosen for the asphalt binder after recycling. Pv the penetrability of the aged binder.
  • this layer may simply consist of a layer of the regenerating fraction distributed in a homogeneous manner and at a flow rate proportional to the surface to be treated.
  • 0.10 to 0.50%, preferably between 0.25% by weight, is added to the milling piece, at the level of the kneading members, and downstream of the regenerating fraction.
  • synthetic fibers in particular polyacrilonitrile fibers considered relative to the weight of the milled material. These fibers improve the tensile strength of the regenerated mix.
  • the teeth of the milling rotor or rotors are continuously cooled by spraying an aqueous solution containing 5 to 40%, preferably about 10% of a surfactant.
  • a surfactant which is especially chosen from the group consisting of amines, polyamines and amine hydrochlorides.
  • This surfactant is to improve the contact between milling and regeneration binder by "doping" the interface between these two compounds.
  • the regenerating quantity (excluding wetting agent) and its penetrability were calculated from formulas I and II above.
  • Example 2 We started with the same aged starting millet as in Example 1, and an aqueous solution composed as follows was sprayed on: 80% water 20% of Dinoram 50 (aqueous dispersion of CECA amines) at a rate of 1% by weight relative to the initial straw.
  • Dinoram 50 aqueous dispersion of CECA amines
  • Example 2 The procedure was exactly as in Example 2 except that it was incorporated after the regeneration binder and at the level of the mixer 0.25% by weight (relative to the milling) of polyacrilonitrile 100 detex fibers 24 mm Hoechst VFII. A regenerated binder was thus obtained having the following DURIEZ LCPC characteristics at 18 ° C: Compactness 95% Rc 8 d in MPa 18 ° C 4.15

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Road Repair (AREA)
  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Road Signs Or Road Markings (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
EP88400817A 1987-04-09 1988-04-05 Verfahren zum Regenerieren von alten Strassendecken Expired - Lifetime EP0286531B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88400817T ATE64768T1 (de) 1987-04-09 1988-04-05 Verfahren zum regenerieren von alten strassendecken.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8705005 1987-04-09
FR8705005A FR2613737B1 (fr) 1987-04-09 1987-04-09 Procede de regeneration d'un revetement de chaussee vieilli

Publications (2)

Publication Number Publication Date
EP0286531A1 true EP0286531A1 (de) 1988-10-12
EP0286531B1 EP0286531B1 (de) 1991-06-26

Family

ID=9349943

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88400817A Expired - Lifetime EP0286531B1 (de) 1987-04-09 1988-04-05 Verfahren zum Regenerieren von alten Strassendecken

Country Status (8)

Country Link
US (1) US4846602A (de)
EP (1) EP0286531B1 (de)
CN (1) CN1016723B (de)
AT (1) ATE64768T1 (de)
CA (1) CA1281575C (de)
DE (1) DE3863383D1 (de)
ES (1) ES2022997B3 (de)
FR (1) FR2613737B1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0474523A1 (de) * 1990-09-07 1992-03-11 Beugnet S.A. Verfahren zum heissregenerieren an Ort und Stelle einer porösen Fahrbahnschicht
FR2676239A1 (fr) * 1991-05-06 1992-11-13 Beugnet Sa Enrobe a module eleve obtenu par thermorecyclage en place des couches superieures d'une chaussee.

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT8819093A0 (it) * 1988-01-15 1988-01-15 Wirtgen Macchine Srl Procedimento di rigenerazione di un manto stradale in conglomerato bituminoso con applicazione a freddo del materialedi ricoprimento riciclato.
FR2684699B1 (fr) * 1991-12-05 1998-11-20 Beugnet Sa Procede de double traitement a froid d'un materiau granulaire destine a la technique routiere.
RU2196751C1 (ru) * 2001-05-17 2003-01-20 Илиополов Сергей Константинович Виброуплотняемая горячая асфальтобетонная смесь
CN101397769B (zh) * 2008-10-24 2010-06-02 莱州市精磊机械有限公司 非自推进路面翻新机

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4011023A (en) * 1975-12-15 1977-03-08 Cutler Repaving, Inc. Asphalt pavement recycling apparatus
FR2484492A1 (fr) * 1980-06-17 1981-12-18 Lefebvre Sa Entreprise Jean Procede pour la thermo-regeneration en place et le recyclage des enrobes hydrocarbones de couche de roulement
GB2175032A (en) * 1985-04-25 1986-11-19 Fibredec Ltd A method of resurfacing a road
EP0215139A1 (de) * 1985-09-07 1987-03-25 Wilhelm Schütz KG Verfahren zur Erneuerung von Fahrbahndecken

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2211262A (en) * 1938-11-25 1940-08-13 Benjamin H Flynn Road constructing and/or reconditioning machine
US3819291A (en) * 1970-05-20 1974-06-25 Connaughay K Mc Method of making a pavement
US4300853A (en) * 1977-03-17 1981-11-17 James A. Jackson, Sr. Plasticizer mixer and method
US4226552A (en) * 1978-05-17 1980-10-07 Moench Frank F Asphaltic pavement treating apparatus and method
US4238241A (en) * 1978-07-12 1980-12-09 Schneider Gordon L Acidic asphaltic composition and method
US4194023A (en) * 1978-09-22 1980-03-18 Mobil Oil Corporation Controlled deposition of asphalt emulsions
FR2485057A1 (fr) * 1980-06-18 1981-12-24 Martin Entr Ch Procede de regeneration des materiaux routiers de recuperation
US4473320A (en) * 1981-09-08 1984-09-25 Register Archie J Pavement resurfacing device
US4373961A (en) * 1981-10-13 1983-02-15 Penelizer Corporation Process and composition for use in recycling of old asphalt pavements
US4637753A (en) * 1984-11-19 1987-01-20 Cmi Corporation Road planar having particle reducing means

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4011023A (en) * 1975-12-15 1977-03-08 Cutler Repaving, Inc. Asphalt pavement recycling apparatus
FR2484492A1 (fr) * 1980-06-17 1981-12-18 Lefebvre Sa Entreprise Jean Procede pour la thermo-regeneration en place et le recyclage des enrobes hydrocarbones de couche de roulement
GB2175032A (en) * 1985-04-25 1986-11-19 Fibredec Ltd A method of resurfacing a road
EP0215139A1 (de) * 1985-09-07 1987-03-25 Wilhelm Schütz KG Verfahren zur Erneuerung von Fahrbahndecken

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
BITUMEN, vol. 45, no. 2, 1983, Hamburg, DE; F. GRAGGER: "Das Remix-Verfahren - Voraussetzungen und Anwendungsbeispiele" *
CIVIL ENGINEERING, juin 1981, page 34,36, London, GB; U. SERVAS: "Recycling additives" *
STRASSE UND VERKEHR, vol. 70, no. 6, juin, juin 1984, pages 209-212; J. NOVAK et al.: "Erfahrungen mit dem Remix-Verfahren in der Schweiz" *
SUPPL. PRIX DE L'INNOVATION 1985, no. 607, février 1986, pages 27-32; H. DELAVENAY et al.: "L'ARC 600 - l'atelier de reconditionnement de chaussée" *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0474523A1 (de) * 1990-09-07 1992-03-11 Beugnet S.A. Verfahren zum heissregenerieren an Ort und Stelle einer porösen Fahrbahnschicht
FR2666600A1 (fr) * 1990-09-07 1992-03-13 Beugnet Sa Procede de thermorecyclage en place d'une couche de chaussee en enrobes drainants.
FR2676239A1 (fr) * 1991-05-06 1992-11-13 Beugnet Sa Enrobe a module eleve obtenu par thermorecyclage en place des couches superieures d'une chaussee.

Also Published As

Publication number Publication date
FR2613737B1 (fr) 1991-11-22
EP0286531B1 (de) 1991-06-26
DE3863383D1 (de) 1991-08-01
ES2022997B3 (es) 1991-12-16
CA1281575C (fr) 1991-03-19
FR2613737A1 (fr) 1988-10-14
CN1016723B (zh) 1992-05-20
CN88101961A (zh) 1988-10-26
US4846602A (en) 1989-07-11
ATE64768T1 (de) 1991-07-15

Similar Documents

Publication Publication Date Title
CA3078989A1 (en) Methods for reclaiming or recycling asphalt and asphalt and asphalt components produced thereby
JP7206012B2 (ja) アスファルト舗装のための、ステロール添加剤を有するビチューメン乳剤
EP0736629B1 (de) Verfahren und Vorrichtung zum Aufbringen einer Haftschicht und eine solche Schicht enthaltender Strassenbelag
CN115110371B (zh) 一种公路隧道沥青复合式路面的施工方法
CN102325842B (zh) 生产铺路沥青组合物的方法
CN111902487A (zh) 含甾醇的沥青乳液表面处理
WO2018125952A1 (en) Methods for reclaiming or recycling asphalt and asphalt and asphalt components produced thereby
EP0286531B1 (de) Verfahren zum Regenerieren von alten Strassendecken
FR3070394A1 (fr) Systeme de revetement pour asphalte et procedes associes
EP0274920B1 (de) Verfahren zur kalten Regenerierung der Fahrbahndeckschichten
FR3020074A1 (fr) Procede de recyclage d'anciens enrobes ou similaires et revetement routier obtenu par ledit procede
EP0959105B1 (de) Bituminöses Mischgut basierend auf gemahlenem wiederverwendetem Strassenbaumaterial sowie seine Verwendung im Strassenbau
FR2462459A1 (fr) Perfectionnement aux produits pour le revetement de sols routiers ou industriels et notamment composition asphaltique pour la renovation de revetements usages et son procede de preparation
FR2937059A1 (fr) Enrobe a module eleve a base de materiaux de recyclage
EP0474523A1 (de) Verfahren zum heissregenerieren an Ort und Stelle einer porösen Fahrbahnschicht
EP0478441B1 (de) Verfahren und Vorrichtung zur Herstellung einer Strassenbelagschicht
FR2976288A1 (fr) Produits base vegetale de type siccative pour recyclage et regeneration d'agregats d'enrobes en place ou en centrale, avec ou sans chauffage
EP1069241B1 (de) Herstellungsverfahren für Boden und Bodenbelag
FR2716470A1 (fr) Procédé de réalisation d'un revêtement routier bitumineux ultra-mince.
FR2658212A1 (fr) Revetement ou enduit drainant convenant notamment dans les travaux publics, sa composition et son procede de fabrication.
FR2809409A1 (fr) Liant bitumineux pour enrobes a chaud destines a la realisation de couches de roulement de chaussees ainsi qu'enrobes a chaud fabriques a partir d'un tel liant bitumieux
FR2697042A1 (fr) Matériau de revêtement, élément de revêtement fabriqué avec ce matériau et procécé de fabrication.
FR2676239A1 (fr) Enrobe a module eleve obtenu par thermorecyclage en place des couches superieures d'une chaussee.
FR2882747A1 (fr) Revetements routiers a proprietes reflechissantes ayant une adhesivite renforcee
BE374680A (de)

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE ES GB GR IT LI LU NL SE

17P Request for examination filed

Effective date: 19881205

17Q First examination report despatched

Effective date: 19900208

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE ES GB GR IT LI LU NL SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19910626

Ref country code: NL

Effective date: 19910626

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 19910626

Ref country code: GB

Effective date: 19910626

Ref country code: AT

Effective date: 19910626

REF Corresponds to:

Ref document number: 64768

Country of ref document: AT

Date of ref document: 19910715

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3863383

Country of ref document: DE

Date of ref document: 19910801

ITF It: translation for a ep patent filed
NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19920406

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19920430

Ref country code: LI

Effective date: 19920430

Ref country code: CH

Effective date: 19920430

Ref country code: BE

Effective date: 19920430

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
BERE Be: lapsed

Owner name: BEUGNET

Effective date: 19920430

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19930101

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 19990405

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050405