Surface Preparation. Clean the surface to be treated of all dust, dirt, clay, grass, sod and any other deleterious matter before application of the asphalt surface treatment.
Surface Preparation i. Use biodegradable soaps, cleaners and teak cleaners approved for ocean waters.
Surface Preparation. 1. The Contractor shall examine the areas and conditions under which work will be performed. The Contractor shall ensure that each surface is cleaned and prepared as required for proper adhesion.
Surface Preparation. Immediately before marking the pavement surface, clean the surface of dirt, oil, grease, and foreign material, including curing compound on new concrete. Clean the surface 2 inches beyond the perimeter of the marking to be placed.
Surface Preparation. 5.1 Can abrasive blast cleaning be carried out inside the component/vessel/tank with consideration of access/confined space, ventilation etc. Yes, Surface Preparation - Abrasive blast clean to Grade Sa 3 6.0 PROPERTIES OF LIQUID CONTAINED IN OR IN CONTACT WITH THE COMPONENT
Surface Preparation. B. Coating Application
Surface Preparation. Correct defects and inaccuracies in roof deck surface to eliminate poor drainage and hollow or low spots and perform the following:
Surface Preparation. Surfaces shall be clean, dry to the touch, and free from dirt frost, moisture, grease, oil, wax, lacquer, paint, or other foreign matter that would tend to destroy or impair adhesion. Oil and grease shall be removed with solvent and surfaces shall be wiped dry with clean cloths. When resealing an existing joint, remove existing xxxx or sealant prior to applying new sealant. For surface types not listed below, the sealant manufacturer shall be contacted for specific recommendations.
Surface Preparation. A. Remove all existing bituminous material that is unstable or non adherent to the pavement.
Surface Preparation. Measure the area of the concrete surface acceptably repaired and blast cleaned prior to installation of the overlay in square yards (meters) computed from surface measurements taken to the nearest 0.1 foot (30mm). Do not measure the blast cleaning of any longitudinal or transverse construction joints or vertical surfaces for payment.
