Sunday, May 10, 2020

CURING CONCRETE AND SAW CUTTING

·             Thoroughly and completely cure and seal as specified. Fully protect freshly placed concrete from the elements including drying by the sun and wind, and washed by rain.


·         Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting; keep continuously moist for not less than seven days.

·         Curing methods during cold weather protect concrete from freezing and cured.

·         No curing and sealing compound or method shall be used, which will impair bond or penetration of subsequently applied finishes or materials. Coordinate with material manufacturers.

·         Prohibit pedestrian traffic from newly placed slabs for a minimum of 24 hours. Prohibit vehicular and other construction traffic from newly placed slabs for a minimum of 7 days.

·         Control joints at slab-on-grade shall be sawcut to 1/3 the thickness of the slab saw at locations indicated on the Drawings, as soon as slab surface will bear the sawcut equipment and operator without damage (generally within 8 to 10 hours of pour). For areas to receive Polished Concrete Process coordinate joint cutting and filling with trades performing polishing, Project Manager and Owners representative for appropriate timing of this task.

 

i.             After slab has cured for 7 days, fill sawcuts with approved material. Do not fill saw cuts with sand when slab will receive Polished Concrete Process.

ii.           In areas to receive Polished Concrete Process fill joints with backer and sealant after polishing process is completed as directed by Project Manager and Owners representative.

·             Saw cut construction joints to 1/3 the thickness of the slab using wet diamond blades. Begin saw-cutting prior to time initial shrinkage cracks develop but not more than 8 hours after placement. Completely remove concrete and slurry resulting from saw-cutting operations from groove and from slab surfaces. Repair raveling and spalling along joint as directed by Architect/Engineer.      


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