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si�-s � <br /> CaNCRESIV�� PASYE LPi� <br /> . Long pot life--concrete bonding adhesiva <br /> , <br /> DESCRIPTION: @ eo'F nx as'F C� ios'F <br /> CONCRESIVE PASTE (LP�) is a twacomponanl, (16'C} (29'C) (41'C) <br /> t 0U°h solids, non-sog epoxy adhesive used tor NonSog Thlckneoo 3/4' 1/2' 1/4' <br /> venicd und ovorhead bonding and patchinp applica• (ASTM D 2730) (18 mm) (12 mrn) (7 mm) <br /> lions, and lot horizomai enchoring. <br /> Initlal Cure Time 10 daya �s deyc 3 daya <br /> RECOMMENDED FOR: 5.000 psi(35 MPa) minimum (AASFITOT-237) <br /> • Pinning looae or broken masonry. Full Curo 71rns 20 days 10 days 7 days <br /> • Bonding rubber, metel, concrele, stone and othe� (ASTM D695) <br /> rigid materinls. <br /> • Bondinp plastics, toam and olher tl9xible maiarials. Pol Ilte 1 galion <br />� •Falring uneven suAaces,fllling gaps and joirris. �3.8 L) 2 1/2 hts 1 hr 112 hr <br /> �Bondinp lresh to exlcting concrete. <br /> �Grouling bolls, dewels end rebar inlo concrete, Open Time 3 hrs 90 min • 40 min <br /> stone and masonry. sheli Ltfe 10 months minimumwhen blored <br /> � Rigid, pick•prooi, aecurity seelenl use. unropened mtemperalures betwoan AO' 6 90�F <br /> FEATURES: (a� &32°C) <br /> •Very long (pot life) worklnp tlme. ESTIh�ATING: <br /> • Non•seg pol. Pecknping <br /> • Bonds to damp concrete surTaces. � &3U. S. gallon !3.8 8 11.4 lilerj unNs. <br />� • May be extended wilh properly pradad sands. <br /> • Meets ASTM C-881,Type i &II, Grade 3, Class C Coverage Ratas <br /> � Smoolh s�rlaces�118' (3 mm) thickj-12 fl�/gallon <br /> TECHNICAL DATA : o.2s m'/�) <br /> Tenalle Slrength 2000 psi (13.8 MPa) Rough surtacas--6 ti7/gellon (0.75 m�/L) <br /> Elonfletlon �t Break(ASTM D 638) •1°k <br /> Comprenalve Yleld 3lrength 8,000 psi (652 MPg) $U�,O,CE�{�p��'nQrj PF���J(�E$: <br /> Comproasive Moduluc 4.0 x 10'psi Concreta Surtocec <br /> (ASTM D 695) (2.9 X 10� MPa) �, S�bstrete may be dry o�demp, atthough optimum <br /> Heet Detlectlon Tamparatur 128'F° (41'C) reaulis are oblained on n dry sutlace. <br /> (ASTM D 646) 2, New concrete must be lully cured nortnalfy 28 <br /> Siant Sheer Strenqth >5,000 pbl (34.5 MPa) days . <br /> Damp�to-D�mp Concrote (AASH70 T•23n 3. Removo grease,wax, oil conlaminants and curinp <br /> � t 00SG concret6lallure compounds by scrubbing with an indue�riel grnde <br /> i Bond Slrength ASTM C•882 150U p de�¢rpenl or a dbgreasing compound,then foilow <br /> I @ 14 days (10.3 MPa whh mechanicel cleaning. (r�et. ASTM D 4258) <br /> 4. RemoVo wenk, conlaminsled or de�erloraled <br /> 'Test Temperature:77'F (25'Cj, cured 7 days concrete by shol�lasting, bushhammaring, <br /> HDT•128'F (99'C) afler 28 days prllbla,ling,sceritylnp or other suiteble <br /> ptopehies Ilsted ere typlcal and descriptWe ollhe mechanical meana. (Rel. ASTM D 4269) <br /> product, and may ba used as a guide for delormining S. Acid•etching wilh 15% hydrochloric acid should <br /> aultability for particuler eppllcalions. only be used H Ihora is no prt�ctical aflarnative. II <br /> musi be lollownd by pressure washinp, strubbing <br /> and fluchinp wi�h coplous amounls o}clenn wale�. <br /> GENERAL INFORMATION: Check for removal ol ttcid whh moict pH psper. <br /> Components Roadin9 should be grenter thnn 10. <br /> Part A Port B (Re1. ASTM D 4260) <br /> (Recln) (Hardener) 6 Tho prepered surface must be cloan,t�ea ol ducl <br /> Fofm Pasle Paste nnd toxlured lo provlda mechnnicnl bond. Rnmo�•e <br /> Color Whfle 91ack ihe curlace skin ol all finished or}ormed concreto. E <br /> Mlxlnfl Pntio F � � �� k <br /> � (by volumu) 2 � R <br /> Mlxatl Color Gray '���„ <br /> s <br /> Ei.r:k'a <br /> `t•. fl.�1i. . <br />