ICRI CSRT Grade 1 flashcards
ICRI CSRT Grade 1 · Build recall with a focused review session.
32 cards. Read the term and the definition here. The deck at the top of this page is optional.
- Water/cementitious ratio
- Ratio of water mass to total cementitious material mass in a concrete mix. Higher values increase capillary porosity and permeability, reducing strength and durability.
- Carbonation
- Reaction of atmospheric carbon dioxide with calcium hydroxide in concrete, forming calcium carbonate and lowering pore-solution pH below the level that protects reinforcing steel.
- Chloride threshold
- The chloride concentration at the steel surface above which the passive film breaks down and corrosion initiates. Commonly cited near 0.4 percent by mass of cement.
- Alkali-silica reaction
- Expansive reaction between reactive silica in aggregate and alkali hydroxides in pore solution. The resulting gel absorbs water and swells, cracking the concrete.
- Sulfate attack
- Chemical deterioration in which external sulfates react with cement hydrates to form ettringite and gypsum, causing expansion, cracking, and softening of the concrete.
- Delayed ettringite formation
- Internal sulfate attack caused by curing concrete above roughly 70 degrees Celsius early in life, followed by moisture exposure, producing later expansion and cracking.
- Freeze-thaw damage
- Deterioration from repeated freezing and thawing of water in saturated pores. Air entrainment creates relief voids that accommodate ice expansion and reduce damage.
- Shrinkage-compensated repair mortar
- Cementitious repair material formulated to expand slightly during curing, offsetting drying shrinkage. Used in large patches where restrained shrinkage would otherwise crack or debond.
- Polymer-modified mortar
- Repair mortar with latex or redispersible polymer added to improve bond, tensile strength, and impermeability. Polymer dosage is stated as a percentage of cement weight.
- Epoxy repair material
- High-strength, low-permeability, essentially non-shrinking material with a higher modulus and thermal coefficient than concrete. Unsuitable for damp substrates or vapor-transmitting applications.
- Bonding agent
- Material applied between substrate and repair to improve adhesion. Cementitious slurry requires a saturated-surface-dry substrate; epoxy systems require a dry, sound surface.
- Saturated-surface-dry
- Substrate condition in which pores are filled with water but no free water remains on the surface. Required for cementitious repair materials to prevent water loss or dilution.
- Cathodic protection
- Electrochemical technique that applies a small direct current to shift steel potential into the immune range, stopping corrosion. Requires electrical continuity of the reinforcement.
- Hydrodemolition
- High-pressure water jetting used to remove concrete. It avoids microcracking in the remaining substrate and can remove chloride-contaminated concrete to a controlled depth.
- Feather edge
- A thin, tapered edge of repair material that terminates at zero thickness. It is weak and prone to failure, so repair edges are cut square to a minimum depth.
- SSPC-SP 10
- Near-white abrasive blast cleaning standard for steel. Used for repair work where a high degree of cleanliness is required before applying protective coatings or repair material.
- Acid-soluble chloride
- Chloride content measured by acid extraction of a concrete sample, reported as a percentage of cement or concrete mass and compared against a specified corrosion threshold.
- Sounding
- Technique of tapping concrete with a hammer to detect delamination or voids. A hollow sound indicates a debonded layer that must be removed before repair.
- Dry-pack mortar
- Low-water-content cementitious mix tamped into small, deep patches. Its low water content minimizes shrinkage but requires a clean, rough, saturated-surface-dry substrate.
- Shotcrete placement
- Pneumatically applied concrete or mortar for large-volume repairs. Requires a competent nozzleman and typically uses a lower water/cementitious ratio than cast-in-place concrete.
- Epoxy injection
- Method of repairing structural cracks by injecting low-viscosity epoxy under pressure. Suitable for cracks roughly 0.2 to 0.3 millimeters and wider that are not actively moving.
- Curing compound
- Membrane-forming liquid applied to fresh concrete to retard moisture loss. Must be compatible with subsequent coatings and finishes, since some compounds interfere with adhesion.
- Thixotropic repair material
- Material that resists sagging when placed on vertical or overhead surfaces but flows when agitated. Used where standard mortars would slump out of the repair area.
- Half-cell potential
- ASTM C876 test that maps corrosion activity by measuring electrical potential of steel against a reference electrode. Values more negative than about -350 millivolts indicate high corrosion probability.
- Cover meter survey
- Non-destructive test using electromagnetic induction to locate reinforcement and measure concrete cover depth. Insufficient cover is a leading cause of chloride-induced corrosion.
- Pull-off test
- Method for measuring tensile bond strength of a repair by attaching a dolly and pulling it. Failure should occur in the substrate rather than at the bond line.
- Slant shear test
- ASTM C882 laboratory method that evaluates bond strength between a repair material and a concrete substrate by testing a slanted composite specimen in shear.
- Chain dragging
- Delamination survey technique in which a chain is dragged across a concrete surface. A dull or hollow sound indicates a debonded layer requiring removal.
- Respirable crystalline silica
- Fine silica dust generated by cutting, grinding, and blasting concrete. It causes silicosis; controls include wet methods, ventilation, and respiratory protection.
- Confined space entry
- Entry into a space with limited access and potential atmospheric hazards such as tanks or vaults. Requires atmospheric testing, ventilation, a permit, and a rescue plan.
- Lead-safe work practices
- Procedures for working on structures with lead-based paint, including containment, worker protection, and waste characterization, required under OSHA's lead standard.
- Repair documentation package
- Record of as-built drawings, material submittals, test reports, daily field reports, and photographs that documents the repair scope and verifies quality compliance.