GEOCHRON HDPE GEOMEMBRANE LLDPE

Transcription

1 CERTIFICATE OF CONFOMITY OF THE FACTORY PRODUCTION CONTROL 1488-CPR-0139/Z HDPE GEOMEMBRANE LLDPE

2 HDPE Geosynthetic poymer barrier geomembrane known by the trade name HDPE, is an insuating materia with a very wide range of appications in road construction, raiway and in municipa investments such as andfi seaings. Permanenty instaed in the ground, HDPE geomembranes meet various functions arising from design assumptions, such as improving physico-mechanica sub construction performance, strengthening the stabiity of sopes, changing the vaues and directions of groundwater fitration, form a permanent water resistance and gastight aperture in the ground. The advantages of HDPE geomembrane quicky proved to be in environmenta conditions and thanks to high mechanica strength, ack of microbioogica degradation, water resistance, ease of instaation, resistance to aging and many other features have become amost indispensabe in geotechnica projects. Many years of experience in manufacturing and seing geomembranes HDPE in conjunction with the aunch of a new production ine for tripe ayer geomembrane HDPE with its production based on proved, high-quaity materias make our products meet the high demands of users. By increasing the production capacity and obtaining even higher quaity for smooth and textured geomembranes, our products are abe to meet the needs of even the most demanding customers. HDPE geomembranes are of 5 3 m width and of 0.75, 0, 5, 0,,5 mm thickness for smooth and of 0, 5, 0, 5 mm thickness for textured geomembranes. The choice of foi thickness for the appication of seaing an object depends on its function. HDPE geomembrane meets a of the requirements of the harmonized standards: PN-EN 13491, PN-EN 1349, PN-EN 13493, PN-EN 13361, PN-EN 1336, PN-EN 1538 and most of the requirements of GRI GM 13 towards poymeric geosynthetic barriers determined by the Geosynthetics Institute of Texas Research Internationa Company (USA). Waste seas Hydrauic structure seas Municipa and industria andfis are investments which constitute a potentia threat to the environment. The risks arise from the possibiity of contamination of air, soi and ground and surface water. The construction of a modern andfi, taking into account the maximum extent of protecting the environment, is a very difficut, responsibe and demanding task that invoves the best technoogy, engineering soutions and ideas. Proper seaing, and thereby protecting against the infitration of eachate, is just as much of a key eement of the construction of a new andfi, the expansion of next quarters, as during rehabiitation or even cosure. That is why most designers, investors and constructors decide to use HDPE geomembrane for this purpose. The advantages of over other insuating materias invove: Physica properties and strength; Chemica resistance; Microbioogica resistance; Aging resistance; Greater guarantee of join tightness; Break eongation 800% causes the insuating shutter to fufi it s task even during arge buiding settement. The appication of foi as a barrier for preventing or restricting the fow of iquids: Seaing and recamation of municipa waste andfis; Seaing within iquid fue storage and distribution faciities; Municipa sewage treatment pants seaing (domestic and industria wastewater) and surry tanks; Construction of tunnes and underground structures; Construction of reservoirs and dams; Construction of channes. geomembranes HDPE have been used for road construction in Western Europe for many years. Their use for this type of appication was preceded by many years of observation and research of the materia. In order to protect the environment, in this case especiay the groundwater, appropriate seaing of the substrate is necessary. A particuar threat to the purity of groundwater are eaking toxic fuids fowing from the road surface, dust produced during grinding tires, brakes and pavement and sat used for meting snow and ice. Contaminated water is acquired by groundwater basins or roadside ditches and thereby is creating a significant risk of groundwater contamination and the softening of grounds susceptibe to moisture excess. To protect the environment, it is necessary to appy radica technica soutions: seaing through the use of impermeabe materias, construction of efficient drainage and purification systems seaed with the HDPE geomembranes road ditches and evaporation reservoirs. HDPE geomembrane is used in communication engineering for: Forming insuating ayers preventing from contaminated road runoffs; Strengthening the foundations of highways, airports, parking ots; Seaing of retention and evaporation reservoirs;

3 Seaing of evaporation and drainage reservoirs; Seaing of road ditches; Insuation of water resistant buiding eements in contact with the ground, i.e.: retaining was, bridge abutments, overpasses and communication tunnes, whie strengthening high and steep earthen was to prevent them from descenting, etc.; Seaing and protecting embankments. Laying and connecting shoud be aid on propery prepared substrate of smooth and uniformy densified surface ceaned of stones and other sharp eements which coud cause damage to the materia. Conditions during the aying of geomembrane: Air temperature it is recommended to perform the seaings at air temperature between +5 C and +40 C. Higher or ower temperatures have an adverse effect on transport, storage, handing, aying and connecting of particuar geomembrane stripes. Wind strong wind has an adverse effect on aying of particuar geomembrane stripes, aigning tabs whie performing the weds and on the ceaniness of the surface. Rain dampness of the contact surfaces which are being connected during precipitation has a significant infuence on the reduction of the quaity of performed weds. The appication of carefuy seected and tested best quaity raw materias in manufacturing HDPE geomembrane ensures effective weding of the materia. Whereas impementation of rigorous product testing procedures at every stage of its production in our own speciaized aboratory provides the highest eve of geomembranes! Weding with one wed Weding with two weds Sodering Whie performing the weds connecting particuar geomembrane stripes it is recommended to use methods that ensure high quaity of performed works. Surfaces of connected stripes shoud be free of contamination, dust, moisture and other foreign substances. They shoud aso be aigned over the entire ength of combined stripes with a weding hem appropriate for particuar technoogy. Textured geomembrane HDPE has smooth stripes on both edges which enabe weding and tightness testing Methods recommended for connecting geomembrane: Weding Sodering The sodering method is permitted ony in paces difficut to reach in which no other method can be appied as we as during the performance of a types of materia repairs. For this purpose we recommend a HDPE wire 4mm in diameter. The most common and recommended method of connecting is weding, impemented as a one wed version or two weds separated by a test channe version. In every case the seaing barrier shoud be oaded with ground so it is not ifted by the working form underneath pressure of water or gas. The geomembrane shoud not be buit-in directy under the surface of a roadside or an escarpment. The geomembrane shoud be stored and transported excusivey in pre-packaged ros aid horizontay on an aigned surface. No oads shoud be aid on the ros. The package of the ros shoud not be removed unti the buiding-in. During the oading, unoading and storage the ros shoud be protected from mechanica or chemica damage and from the infuence of high temperatures. The barrier shoud be aid so that it is aigned, without damage and fodings and so that it adheres we to the substrate. In case of appication of geomembrane to perform objects ocated on territories of water protection and to perform tight water or effuent reservoirs, it is recommended to avoid weding connections. Tightness of such connections shoud be carefuy checked after the competion of works. Connections of geomembrane shoud fufi the requirements of PN-B-1090:1997 Standard. If the poymer barrier is being aid on a gravey or stony ground or if it is being overwhemed by such ground it shoud be protected by a specia ayer. To avoid barrier stripes movement e.g. by the wind, they shoud be temporariy oaded. The barrier is exposed to damage during buiding-in. Therefore, its condition shoud be checked in every case before covering with protective or other ayers.

4 HDPE smooth Normative part Vaue Testing method 0,75G 1,00G 1,50G,00G,50G 0,75 ±10% 0,75 ±10% 1,50 ±10%,00 ±10%,50 ±10% 5,5 (-0,55) 6,5 (-0,65) Water permeabiity, [m3 /m /day] PN-EN PN-EN Gas permeabiity, [cm /sek*atm] ASTMD 1434 (Procedura V) x 10-7 Tensie strength, [N/mm ] aong and across 30 (-4) Static puncture resistance (CBR), [kn] PN-EN ISO 136 Durabiity and resistance for - oxidation - weathering conditions resistance - environmenta stress crack resistance PN-EN PN-EN 14 ASTM D 5397 (zał.) Fufis the requirements Hazardous substances - No hazardous substances 1,8 (-0,18) 3,0 (-0,3) 4,5 (-0,45) Testing method Vaue Information part Mass per unit area, (average) [g/m ] PN-EN PN-EN Width, [m] Tear resistance, [kn/m] aong and across Reaction to fire Resistance to roots Lowest individua of 10 vaues Density, [g/cm3] Yied strength, [kn/m] min. Break strength, [kn/m] min. Yied eongation, [%] min. Break eongation, [%] min. 1 Stress at yied, [MPa] Eongation at break, [%] aong and across Tensie strength, [kn/m] min. Muti-Axia, [%] Tear resistance, [N] min. Puncture resistance, [N] min. 1 Resistance to impact, [mm] min Resistance to static oad, [kg] Environmenta stress crack resistance, min. Carbon Back Content, [%] Carbon Back Dispersion Oxidative Induction Time (OIT), [min] min. (1) UV resistance HPOIT- % retained after 1600 hrs Coefficient of Linear Therma Expansion, [1/K] Low temperature britteness (-100OC) O Dimensiona stabiity (1h, 100 C), [%] Resistance to eaching 9. Resistance to chemicas 30. Microbioogica resistance PN-EN (metoda C) PN-EN 15 3 Cod foding resistance (-40OC) PN-EN (1) PN-ISO (±10%) 100 PN-EN ISO prcen/ts ASTM D ,75 ASTM D 1505 ASTM D 6693 Typ IV PN-EN ISO ASTM D 5617 ASTM D 1004 ASTM D 4833 DIN 1676, PN-EN 1691 met. A PN-EN 176 met. B ASTM D 5397 (zał.) ASTM D 1603 ASTM D 5596 ASTM D (±10%) (±10%) 5,0-5,5 (±0,) Cass E Pass 1,0 1,5,0 0, (±10%), ,0-3,0 9 in Categories 1 or and 1 in Category ASTM D % ASTM D 696 ASTM D 746 PN-EN 1-1,56 x 10-4 Pass 0,5 PN-EN The condition of the test shoud be 0 hr. UV cyce at 75 C foowed by 4 hr. condensation at 60 C (±10%) Fufis the requirements

5 HDPE textured Normative part Vaue Testing method 1000 T 1500 T 000 T 500 T PN-EN ±10% 1410 ±10% 1880 ±10% 350 ±10% Water permeabiity, 3 [m /m /day] PN-EN Gas permeabiity, ASTM D 1434 [cm /sek*atm] (Procedure V) x 10-7 Tensie strength, [N/mm ] aong and across 3 (-4) Static puncture resistance (CBR), [kn] PN-EN ISO 136,0 (-0,3) 3,0 (-0,4) 5,0 (-0,6) 5,6 (-0,7) Durabiity and resistance for - oxidation - weathering conditions resistance - environmenta stress crack resistance PN-EN 14 PN-EN ASTM D 5397 (app.) Fufis the requirements Hazardous substances - No hazardous substances Lowest individua of 10 vaues Information part Testing method Width, [m] PN-EN ,0-5,5 (±0,) Tear resistance, [kn/m] aong and across PN-ISO 34-1 Reaction to fire 3 Density, [g/cm ] Yied strength, [kn/m] min. Break strength, [kn/m] min. Yied eongation, [%] min. Break eongation, [%] min. Eongation at break, [%] aong and across Tear resistance, [N] min. Puncture resistance, [N] min. Environmenta stress crack resistance, min. Carbon Back Content, [%] Carbon Back Dispersion Oxidative Induction Time (OIT), [min] min. (1) UV resistance HPOIT- % retained after 1600 hrs O Low temperature britteness (-100 C) O Dimensiona stabiity (1h, 100 C), [%] Resistance to eaching Resistance to chemicas Microbioogica resistance ASTM D 5994 Mass per unit area, (average) [g/m ] PN-EN PN-EN ISO ASTM D 1505 ASTM D 6693 Typ IV ASTM D 1004 ASTM D 4833 ASTM D 5397 (app.) ASTM D 1603 ASTM D 5596 ASTM D 3895 ASTM D 5885 ASTM D 746 PN-EN 1- PN-EN PN-EN (method C) PN-EN 15 (1) The condition of the test shoud be 0 hr. UV cyce at 75 C foowed by 4 hr. condensation at 60 C Vaue ,0 1,5,0, (±10%) (±10%) (±10%) (±10%) Cass E 0, hours,0-3,0 9 in Categories 1 or and 1 in Category % Pass 0,5 Fufis the requirements Intended uses of the construction product: Fuid barrier in the construction of tunnes and underground structures. Fuid and/or gas barrier in the construction of iquid waste disposa sites, transfer stations or secondary containment. Fuid and/or gas barrier in the construction of soid waste storage and disposa sites. Fuid barrier in the construction of reservoirs and dams. Fuid barrier in the construction of canas. Fuid barrier in transportation infrastructure.

6 Management system 1488 CERTIFICATE OF CONFOMITY OF THE FACTORY PRODUCTION CONTROL 1488-CPR-0139/ GEOMEMBRANE LLDPE Intended uses : Fuid barrier in the construction of tunnes and underground structures. Fuid and/or gas barrier in the construction of iquid waste disposa sites, transfer stations or secondary containment. Fuid and/or gas barrier in the construction of soid waste storage and disposa sites. Fuid barrier in the construction of reservoirs and dams. Fuid barrier in the construction of canas. Fuid barrier in transportation infrastructure Recommended especiay in case of appications where increased fexibiity is needed e. g.: Sopes with difficut access, Artificia reservoirs and channes, For recamation of municipa waste andfis, Embankments. The characterizes with: Exceent fexibiity and ease of aying, High static puncture resistance, High stress corrosion cracking resistance, The product does not contain neither fiers nor pasticizers which can migrate during the use (in contrast to PCV geomembranes), Smooth stripes make the weding of geomembrane easier and faster, It comes in the form of a smooth or one or both side textured sheet, It is neutra to the water environment it does not contain hazardous substances. LLDPE smooth Thickness [mm] Water permeabiity [m 3 /m /day] Gas permeabiity [cm /sec*atm] Tensie strenght [N/mm ] Aong and across Eongation at break [%] Aong and across Static puncture resistance (CBR method) [kn] Durabiity and resistance for - oxidation - weathering conitions resistance - environmenta stress crack resistance Testing methods PN-EN PN-EN ASTM D 1434 (Procedure V) PN-EN ISO 136 PN-EN PN-EN 14 ASTM D 5397 (App.) Normative part GEOMEMBRANE LLDPE 0,75G GEOMEMBRANE LLDPE 1,00G Vaue GEOMEMBRANE LLDPE 1,50G GEOMEMBRANE LLDPE,00G 0,75 ±10% 1,00 ±10% 1,50 ±10%,00 ±10% ,8 (-0,18),5 (-0,5),9 x (-3) 800 Cover in one year 3, (-0,3) Fufis the requirements Hazardous substances - No hazardous substances 5,0 (-0,5) Information part Testing method Width, [m] PN-EN Tear resistance, [kn/m] aong and across PN-ISO 34-1 Stress at yied, [MPa] Yied strength, [kn/m] min. Break strength, [kn/m] min. Yied eongation, [%] min. Break eongation, [%] min. Resistance to foding at ow temperature -35 C Lowest individua of 10 vaues 3 Density, [g/cm ] Tear resistance, [N] min. Puncture resistance, [N] min. Environmenta stress crack resistance, min. Carbon Back Content, [%] Carbon Back Dispersion Oxidative Induction Time (OIT), [min] min. ASTM D 6693 Type IV PN-EN ASTM D 5199 ASTM D 1505 ASTM D 1004 ASTM D 4833 ASTM D 5397 (app.) ASTM D 1603 ASTM D 5596 ASTM D 3895 LLDPE 0,75 G Vaue LLDPE 1,00 G 5,0 5,5 (± 0,) 1 LLDPE 1,50 G LLDPE,00 G Lack of scratches no cracks 0,75 1,0 1,5,0 0, ,0-3,0 Categories

7 LLDPE textured Normative part Mass per unit area [g/ m ] Water permeabiity [m 3 /m /day] Gas permeabiity [cm /sec*atm] Tensie strenght [N/mm ] Aong and across Eongation at break [%] Aong and across Static puncture resistance (CBR method) [kn] Durabiity and resistance for - oxidation - weathering conitions resistance - environmenta stress crack resistance Testing methods PN-EN PN-EN ASTM D 1434 (Procedure V) PN-EN ISO 136 PN-EN PN-EN 14 ASTM D 5397 (zał.) GEOMEMBRANA LLDPE 1000 T Vaue GEOMEMBRANA LLDPE 1500 T GEOMEMBRANA LLDPE 000 T 935 ±10% 1403 ±10% 1870 ±10% 10-6,0 (-0,),9 x 10-8 (-) 600 3, (-0,3) Cover in one year fufis the requirements Hazardous substances - No hazardous substances 5,0 (-0,5) Information part Mass per unit area, [g/m ] Width, [m] Tear resistance, [kn/m] aong and across Stress at yied, [MPa] Lowest individua of 10 vaues 3 Density, [g/cm ] Yied strength, [kn/m] min. Break strength, [kn/m] min. Yied eongation, [%] min. Break eongation, [%] min. Tear resistance, [N] min. Puncture resistance, [N] min. Environmenta stress crack resistance, min. Carbon Back Content, [%] Carbon Back Dispersion Oxidative Induction Time (OIT), [min] min. Testing method PN-EN PN-EN PN-ISO 34-1 ASTM D 5994 ASTM D 1505 ASTM D 6693 Type IV ASTM D 1004 ASTM D 4833 ASTM D 5397 (app.) ASTM D 1603 ASTM D 5596 ASTM D 3895 LLDPE 1000T Vaue LLDPE 1500T LLDPE 000T 935 ± 10% 1403 ± 10% 1870 ± 10% 5,0 5,5 (± 0,) 1 1,0 1,5,0 0, ,0-3,0 Categories The resuts of the same characteristics determined by different standards may effect in different vaues. These differences resut from other conditions of the test.

8 REACH INFORMATION This product is an artice as defined in artice 3 of reguation (EC) No 1907/006 (REACH). It contains no substances which are intended to be reeased from the artice under norma or reasonaby foreseeabe conditions of use. A safety data sheet foowing artice 31 of the same reguation is not needed to bring the product to the market, to transport or to use it. In accordance with our knowedge and assurance of our suppiers, poymers and a additives used for production of artice do not contain substances (SVHC) from the candidate ist. ACCESSORIES Tight system soutions in Water Engineering HDPE wire for sodering HDPE wire for foding is designed for performing extrusion weds in difficut to reach paces and for a kinds of repairs of HDPE. It is performed of the same kind of raw materia as HDPE which gives a guarantee of compatibiity. GeoLath The HDPE GeoLath for concrete has perpendicuar protruding profies which perform a homogeneous eement after the bonding of concrete. Performing of the seaing: During the performing of concrete eements which are connected with the HDPE it is recommended to insta HDPE GeoLathes. It is recommended to perform this stage at the moment of timbering of the concrete eement. HDPE GeoLathes shoud be instaed in an appropriate pace according to the project. As a resut of the concreting process the profie is being permanenty connected with the concrete eement of the construction. Afterwards the prepared profie shoud be foded with earier prepared sheets of HDPE Geochron. The pace of connection shoud be seaed with an extrusion wed. The adjacent sheets of HDPE geomembrane and the connection paces of the geomembrane and the GeoLathes shoud be connected by quaified speciaists using specia equipment. Lath mm 5mm 14mm WARTER Poymers Sp. z o.o. u. Koraowa Street Warszawa Department: u. Otoińska Street Płock te./faks: 4/ e+mai: biuro@warterpoymers.p