AMAIA STEPS MANDAUE METHODOLOGY FOR CONCRETE POURING SITE PLANNING o Fresh concrete shall be batched from the approved supplier of concrete. Concrete will be delivered direct to the site and to be received by assistant Quality Engineer for checking of the requir ed criteria of concrete. The assistant QC Engineer will make sure the concrete deliver ed is as per the approved design mix for the situated member to be casted. o ll data for testing on fresh concrete at site shall be recorded on the concrete pour card. PREPARATION Rebar!. Fix the reinfor cement stee l as per the appro ved drawings" i ncluding number of reinforcing bars" diameter of bars" length of s plice and location of splice. #. ny loose binder or ties along the spliced r einforcement steel shall be re$tightene d. %end inward the free ends of the binding wire or ties. &. Ensur e that concr ete cov er is maint ained" as per app rov ed plans. '. (ei nforcing ste el above the level of concr ete to be poured sh all be covered with any impermeable sheet to prevent excessive laitance. MEPFS !. Ensure and coordinate with )E*F + sta, for any )E*F + works r equired on the area as per a pproved drawings. Formworks!. ny damaged mat erials used for form work shall not be used. #. Fix the forms. Ensur e that all seals" locks and supports ar e secur ely fastened and tightened. &. Clean th e surface s using air comp re ssor for dust or any smal l partic les or deleterious materials that may impair the workability of concrete. '. ll surfaces of forms facing concr ete shall be tr eated with form oil before concrete will be poured. -. nstallation of For mworks sy stems must be inspect ed and appr oved by the technical engineer of the supplier. MAKATI DEVELOPMENT CORPORATION !/F" %onifacio Technology Center &! st +treet corner # nd venue" %onifacio 0lobal City T aguig Cit y" )etro )an ila" !1&' *h ilippine s T el 2os. 34#5 6! 6$--44 www.mdc.com.ph
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